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369 10th St RES19-0329 new single family permit I ,,rS.,''''-i%,4 RESIDENTIAL PERMIT PERMIT NUMBER !�' ),' RES19-0329 `� V� CITY OF ATLANTIC BEACH800 ISSUED: 1/30/2020 AN IC BEA LE ROAD ��C1;S1)' ATLANTIC BEACH. FL 32233 EXPIRES: 7/28/2020 MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION. ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES . ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY. NOTICE: In addition to the requirements of this permit,there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts,state agencies,or federal agencies. JOB ADDRESS: PERMIT TYPE: DESCRIPTION: VALUE OF WORK: 369 10TH ST RESIDENTIAL NEW SINGLE NEW SINGLE FAMILY $465375.40 FAMILY RESIDENCE RESIDENCE TYPE OF REAL ESTATE ZONING: BUILDING USE SUBDIVISION: CONSTRUCTION: NUMBER: GROUP: 170086 0000 ATLANTIC BEACH COMPANY: ADDRESS: CITY: STATE: ZIP: MCANENY BUILDERS LLC 650 Park St JACKSONVILLE FL 32204 OWNER: ADDRESS: CITY: STATE: ZIP: AYERS JOSEPH A & AMY L 369 10TH ST ATLANTIC BEACH FL 32233-5529 WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. LIST OF CONDITIONS Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. 1 PUBLIC WORKS DRIVEWAY APRON INFORMATIONAL Notes: All concrete driveway aprons must be 5 inches thick,4000 psi,with fibermesh from edge of pavement to the property line.Reinforcing rods or mesh are not allowed in the City right-of-way. 2 PUBLIC WORKS EROSION CONTROL INSTALLATION INFORMATIONAL Notes: Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact the Inspection Line(904-247 -5814)to request an Erosion and Sediment Control Inspection prior to start of construction. Issued Date: 1/30/2020 1 of 3 S t"'''''"i,, RESIDENTIAL PERMIT PERMIT NUMBER ` 'r CITY OF ATLANTIC BEACH RES19-0329 �' ISSUED: 1/30/2020 f!3 , / 800 SEMINOLE ROAD EXPIRES: 7/28/2020 ATLANTIC BEACH. FL 32233 3 PUBLIC WORKS ON SITE RUNOFF INFORMATIONAL Notes: All runoff must remain on-site during construction. 4 PUBLIC WORKS POST CONSTRUCTION TOPO SURVEY INFORMATIONAL Notes: If on-site storage is required,a post construction topographic survey documenting proper construction will be required. All water runoff must go to retention area and retention overflow must run to street. 5 PUBLIC WORKS ROLL OFF CONTAINER INFORMATIONAL Notes: Roll off container company must be on City approved list(Advanced Disposal,Realco Recycling,Shapells,Inc.,Republic Services,Donovan Dumpsters, Phillips Containers,JDog/Dennis Junk Removal,All American Roll Off,WCA Waste Corporation). Container cannot be placed on City right-of-way. 6 PUBLIC WORKS RIGHT OF WAY RESTORATION INFORMATIONAL Notes: Full right-of-way restoration,including sod,is required. 7 PUBLIC WORKS RUNOFF INFORMATIONAL Notes: All runoff must remain on-site. Cannot raise lot elevation. 8 PUBLIC WORKS DOCUMENT IMPERVIOUS AREA INFORMATIONAL Notes: Strongly suggest thorough documentation of impervious areas be recorded. 9 PUBLIC WORKS MAXIMUM DRIVEWAY INFORMATIONAL Notes: Maximum driveway width within the City right-of-way is 20 feet. 10 PUBLIC WORKS INFRASTRUCTURE INFORMATIONAL Notes: Any damage done to infrastructure must be repaired by Contractor,including sidewalks. FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $1578.00 BUILDING PLAN CHECK 45S-0000-322-1001 0 $789.00 BUILDING PLAN REVIEW RESUBMITTAL SECOND 455-0000-322-1006 0 $50.00 BUILDING PLAN REVIEW RESUBMITTAL THIRD 455-0000-322-1006 0 $75.00 CROSS CONNECTION 400-0000-343-3701 0 $50.00 PU REVIEW RESIDENTIAL BLDG 001-0000-329-1007 0 $50.00 PW REVIEW BUILDING MOD OR ROW 001-0000-329-1004 0 $25.00 PW REVIEW RESIDENTIAL BLDG 001-0000-329-1004 0 $100.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $38.13 STATE DCA SURCHARGE 455-0000-208-0600 0 $25.42 Issued Date: 1/30/2020 2 of 3 .. %'S,..... `,c,RESIDENTIAL PERMIT PERMIT NUMBER r CITY OF ATLANTIC BEACH RES19-0329 0-1 x ISSUED: 1/30/2020 ft 0' 800 SEMINOLE ROAD EXPIRES: 7/28/2020 ATLANTIC BEACH. FL 32233 ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $100.00 TOTAL: $2,880.55 Issued Date: 1/30/2020 3 of 3 •• n,,.. City of Atlantic Beach APPLICATION NUMBER • ,, Building Department (To be assigned by the Building Department.) i ,: .v 800 Seminole Road _�- ;� •�' Atlantic Beach, Florida 32233-5445 � v Z Phone(904)247-5826 • Fax(904)247-5845 l 4o E-mail: building-dept@coab.us Date routed: 1 t l5 )79 City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM .� / C)t4 _ Property Address: C�9 D nt review required Yes No Building _ __ Applicant: ``, A k\.,GA,y eo, LDE, Planning &Zoning- ree Administrator E u� Public Works-;y Project: ` l L� Fil�i ( 1 __� �� •Public Utilities ES ( C)E �C E Public Safety Fire Services Review fee $ Dept Signature A. Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ❑Approved. Nrenied. ❑Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING fill)/ Reviewed by: / / Date: iI'2247 TREE ADMIN. Second Review: Approved as revised. NDenied. ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES /�/ PUBLIC SAFETY Reviewed by: infy` �( Date: /2` Y 'I9 FIRE SERVICES Third Review: ❑Approved as revised. EI enied. ❑Not applicable Comments: $ 9 r.44,‘ Reviewed by: fkki),-- Date: / Zr 3P —l9 Revised 05/19/2017 Building Permit Application Updated 10/9/18 � OFFICE CO� City of Atlantic Beach Building Department **ALL INFORMATION 800 Seminole Road, Atlantic Beach, FL 32233 HIGHLIGHTED IN GRAY Phone: (904) 247-5826 Email: Building-Dept@coab.us IS REQUIRED. � 2 Job Address: 3(0� )0T`4 S i. ATZ-A�.rCtL- �E��1 FC. SZ�33 Permit Number: ESi ci I -O�J J 2fl Legal Description S G`N 1(, - Z.S ZLAC-1 LOT'3Z ILLI 3 RE# )7CC'(-- -DOCQ Valuation of Work(Replacement Cost)$ 7 5 c C)E Heated/Cooled SF 311 I I\ IZ5 Non-Heated/Cooled (.S- • Class of Work: 'New ❑Addition ❑Alteration ❑Repair DMove /Demo ❑Pool ❑Window/Door • Use of existing/proposed structure(s): ❑Commercial Residential �D ��f"`1t O • If an existing structure, is a fire sprinkler system installed?: ❑Yes /No P (� • Will tree(s) be removed in association with proposed prpiect? ❑Yes(musf submit separate Tree Removal Permit) ❑No Describe in detail the type of work to be performed!, DE .c _ ruc+,-)vim or 'k) q•�� - NE cow.S rc�ICTic .) oJ' A n..JE Tho no -SrOU1 S r NGL FA,^%iL i (z,C +aJCV • CC Florida Product Approval# for multiple products use product approval form Property Owner Information Name 3-C-.). €PN A. + AMI' `i6E-.S Address 3G9 /D 2 ST2CC; City A"rL._ TIC. {SEAQ State FL- Zip 3 ZZ 3-3 Phone `iOc/ -S-80 • 0116S E-Mail 3OC * AYCn e C QQC: Owner or Agent (If Agent, Power of Attorney or Agency Letter Required) Contractor Information Name of Company MCA\k.) (BVI I��ZJ L(._-C_ Qualifying Agent / CDAJ /t-1 C/\11E Address Co Sb PAZ►(_- STt(X City CK SCk)U!VU( State FL, Zip TZLO'-( Office Phone 9 D(.t 3 7 -1 1-21 Job Site Contact Number 4 bA.A SM Y-T-7-4C Z f State Certification/Registration# GC,C IS-O8 737 E-Mail L1AJ/V\ e. MC.A/JE.k.,711; I1U«.DCL.1 . CONI Architect Name&Phone# AR.p{%i(c_TS - e-k. i&) Sa_p.•-.o.) `JOC4 • SLC( • DO 9oj Engineer's Name&Phone# Lc() PO1nbo t AJ1CC,giE) - L-OL Pok►►LC 9Oct - Z`IL • MDR Workers Compensation Insurer AMC-Q-4(AL) 1,,jwitis0 )C.C- OR Exempt 0 Expiration Date 10 1 7 I I ci Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELEC�AfirkW � �4� WELLS, POOLS, FURNACES, BOILERS, HEATERS,TANKS, and AIR CONDITIONERS, etc. NOTICE: I I [toe'r=e u'O en of his permit,there may be additional restrictions applicable to this property that may be found in the public records of this county,and there may be additional permits required from other governmental entities such as water management districts,state agencies,or federal agencies. NOV 4 2019 OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF CJI �Ytl-�. RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PR ERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORD NG • ; NOTICE OF9MMENCEMENT. • ( atur- o'Owner• •gent) (Signature of Contractor) Signed and sworn to(or affirmed) before me t his '1 ayof Signed and sworn to( r affirmed) before m this _day of g Wifthicfr7 )1 , by Lr .j , ,,,i� h , ��Cl , by 19C K��1� • M O VII (Signature of Notary) Si:nature of Notary) ,9' Notary Public State of FloridNotary Public State of Florida �► ' Mildred Reyes Moreno ersonall Known OR Mildred Reyes Moreno [ Personally Known OR 9 My C XT ;ss;on GG 363495 Y •Atilt My Commission GG 363495 [ ]Produced Identificatio `►o; Expires 08/07/2023 [ ] Produced Identification awa 'ntsoero7r2o23 Type of Identification: Type of Identification: OFFICE COPY PERMITTED BUILDING DATA DO NOT WRITE BELOW— OFFICE USE ONLY Applicable Codes: 6th Edition (2017) Florida Building Code DEVELOPMENT SIZE: - orp�s N,o Habitable Space (ft2): 3 5 "t"'1 '/ Non-Habitable Space (ft2): LAND INFORMATION: Zoning District: X L Flood Zone: Minimum FFE: /C . 7 S BUILDING INFORMATION: Construction Type: V 6 I Occupancy Group: VC n P S 1 ►1 7c� f ly) . I .-np1 V►'� , I Number of stories: 3 Max. Occupancy Load: Fire Sprinklers Required: CONDITIONS/COMMENTS: ALL Revision Request/Correction to Comments **HIGHLI HIED I ON HIGHLIGHTED IN 0 City of Atlantic Beach Building Department GRAY IS REQUIRED. "' 800 Seminole Rd, Atlantic Beach, FL 32233 FPhone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: E.9)1 -d3z � p ci ❑ Revision to Issued Permit OR Corrections to Comments Date: /I//g//l Project Address: 3S /Q -1- ` S-6-rLto A.-t-l.,,./,-fie- goo-J F--6- 3� '9- Contractor/Contact Name: ,e. - " n/ g) L( L<- "5 Contact Phone: 6—°q) /1 - ?a.%) ( Email: t-w Ml� .t4,n�,, b i-41,1x4 -e.,.. ,/vl Description of Proposed Revision/Corrections: UD �..,..{fc� telo )c flnc��j 5toCq/t �`.r`z.c. sG.i✓io✓`a. L ( t .i1 -e_ tr CY. / R - cD, 0 / 1.--'` v0 , 1 I ,.r/< iv,/ 5 affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) • proposed revision/corrections add additional square footage to original submittal? AW. o ❑ Yes (additional s.f.to be added: ) • W.11 proposed revision/corrections add additional increase in building value to original submittal? o ❑*Yes (additional increase in building value: $ ) (Contractor must sign if increase in valuation) *Signature of Contractor/Agent: (Office Use Only) ❑ Approved Denied n Not Applicable to Department Permit Fee Due$ O. 0 O Revision/Plan Review Comments 1 ck /i 1104- Q-cc el%tea fltsV bt,r.s 4 eYcY. Department Review Required: A^ uildin 11' , P ng Zonin' viewed By Tr- minisfrator 'ublic Wor 'u clic Utilities r a _ Li- L Ja Public Safety Date Fire Services Updated 10/17/18 ; , CITY OF ATLANTIC BEACH ;.. Is 800 SEMINOLE ROAD ;' ATLANTIC BEACH, FL 32233 (904)247-5800 BUILDING REVIEW COMMENTS Date: 11/21/2019 Permit#: RES19-0329 Site Address: 369 10TH ST Review Status: denied RE#: 170086 0000 Applicant: MCANENY BUILDERS LLC Property Owner:AYERS JOSEPH A &AMY L Email: MCANENYBUILDERS@ATT.NET Email:JOE.AYERS@CBCE.COM Phone: 9043741736 Phone: 9045800408 9042193004 THIS REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS. Revisions may not be submitted until ALL departments have completed their respective reviews. Revisions submitted MUST respond to EACH department review. Submittals that respond to only one or a few correction items will not be accepted. Correction Comments: ✓1. Submit 2 copies of a topographical survey. I will attach a pdf that provides information concerning the change in requirements for surveys for land being developed in Atlantic Beach. The Contractor shall place the proposed minimum F.F.E. on 2 sets of the Site Plan, and initial and date. The placement shall be on the living space of the projects main floor. The contractor may revisit the building department and request the 2 submitted site plans be brought to the counter or resubmit 2 copies of the revised site plan with the FFE on it, initialed and dated. 3. Submit 2 copies of the Evaluation Report for the James Hardie Building Product associated with the FL# submitted for the siding product. 4. Please do the same Evaluation Report as mentioned in Comment#2 if there will be any soffits material installed on this project. FL#too. 2 copies. 5. Please do the same as mentioned in review Comment#2 for any metal roof components to be installed as well as submitting the FL# and installation instructions/engineering for that metal roof. 2 copies 6. Submit 2 copies of the Evaluation Report for the spray foam insulation to be used. j7. There was no information submitted for the GARAGE ROLL-UP DOOR on the FL#information sheets. If not submitted now, a separate permit will be required to install the door or a revision to the original building permit containing the FL#for the garage door and a review fee, will be required before the Building Final Inspection can be done. 8. FYI! Page A-5.1,the Door Schedule, does not show any window to have tempered glass. Scaling off of the design elevation pages and floor plans, shows that several windows will require tempered glass do to their location in bathroom wet areas and stair landing areas. Review R308.4 Hazardous Locations. If spray foam insulation is to be used on underside of roof deck, submit 2 copies of the Evaluation Report for the product to be used and the ignition/thermal barrier if required due to being installed in a storage area or call out provisions for covering up the foam with acceptable means. '0. On page E-2.1 of the 2nd Floor Power Plan,the Switch Disconnect Bank(service panel)has been located in the LINEN CLOSET in the Master Bathroom. This will not be acceptable according to NFPA70/2014 NEC; 2017 6TH EDITION FBC-RESIDENTAIL, E3405.2, E3405.5. The architectural plans were redlined on page E-2.1 with the same comments. Choose another location and place on the drawings. `r�wi,,`jl,, a '` o f CITY OF ATLANTIC BEACH 4 s) 800 SEMINOLE ROAD illor) !:)' z ATLANTIC BEACH, FL 32233 (904) 247-5800 BUILDING REVIEW COMMENTS Date: 12/31/2019 . Permit#: RES19-0329 Site Address: 369 10TH ST Review Status: DENIED RE#: 170086 0000 Applicant: MCANENY BUILDERS LLC Property Owner: AYERS JOSEPH A &AMY L Email: MCANENYBUILDERS@ATT.NET Email:JOE.AYERS@CBCE.COM Phone: 9043741736 • Phone: 9045800408 9042193004 THIS REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS. Revisions may not be submitted until ALL departments have completed their respective reviews. Revisions submitted MUST respond to EACH department review. Submittals that respond to only one or a few correction items will not be accepted. Correction Comments: 1. Still have not received the Evaluation Reports for the James Hardie Building Products that was requested on the first review. 2 copies each for the siding and soffits. combing this 3rd review with the 4th review. Building Mike Jones Building Inspector/Plans Examiner City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 (904) 247-5844 Email:mjones@coab.us Resubmittal Notes: All revisions and changes shall clearly stand out from the rest of the drawing on the sheet as a revision by way of completely encircling the change with "clouding". The revision shall also be identified as to the sequence of revision by indicating a triangle with the revision sequence number within it and located adjacent to the cloud. The revision date and revision sequence number shall also be indicated in a conspicuous location in the title block for each sheet on which a revision for that sequence occurs. For projects still in the initial review stage and permit pending, all sheets with revisions shall be inserted into each set of drawings.The original sheets must be clearly marked "VOID" but are to be left within the set of drawings. Complete new sets of drawings will not be accepted. ADDITIONAL ITEMS MAY BE REQUIRED DEPENDING UPON NEW INFORMATION AND CLARITY OF FINAL PLANS SUBMITTED FOR REVIEW. Revision Request/Correction to Comments **ALL INF ri���i HIGHLIGHTED IN ON s City of Atlantic Beach Building Department GRAY IS REQUIRED. 800 Seminole Rd, Atlantic Beach, FL 32233 v Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: 'a,45 N s lei Revision to Issued Permit OR 1 I Corrections to Comments Date: \? 1c) Project Address: .:Sr o' Contractor/Contact Name: Plc ArclIJ‘.f J\l,'( y),. LL ( Contact Phone: ¶Y--{ 37 `7 l- 3 /Co Email: L W i'vt( NI co Nc)( j '1,U l 1-ooc-\, , LOVN 1 Description of Proposed Revision/Corrections: \N<c✓\7c Nu 9f10<-1 I _1n 6-icylLtyy affirm the revision/correction to comments is inclusive of the proposed changes. (printed namb) • Will proposed revision/corrections add additional square footage to original submittal? ❑No ❑ Yes (additional s.f.to be added: • Will proposed revision/corrections add additional increase in building value to original submittal? ❑No ❑*Yes (additional increase in building value: $ ) (Contractor must sign if increase in valuation) *Signature of Contractor/Agent: T7I7 (Office Use Only) ❑ Approved A Denied ❑ Not Applicable to Department Permit Fee Due S, 00) Revision/Plan Review Comments MdV I fl O� Qeae IV-ed 414 evalva t itlt, fa."QOV A"5 Peru i S ooh o R ' A-4 S'a vyv 1' dolt P Di14. .3 V r I deh Proal"e /S. De tment Review Required: Building_j ( Planning&Zoning`s Reviewed By Tree tratar Public Works Public Utilities —1 9 Public Safety Date Fire Services Updated10/17/18 OFFICE COPY December 6th,2019 S 11iClii i i:CTS City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 Re: Permit Review Comments: #RES19-0329 Ayer Residence 36910`h Street Atlantic Beach. FL 32233 Zoning Department 7. Please submit a topographical survey. Topographical survey information has been provided on A-0.0 and A-0.1. Additionally. (2)signed and sealed surveys.from Ray Thompson Surveyors. have been included. Refer to A-0.0 and A-0.1 for information. 2 Side Wall Design: Section 24-772(c)requires second story side walls that exceed 35 feet in length to provide a horizontal offset of 4 feet or an architectural element/design feature to break up the appearance of the side wall. A window box bay projecting (2)feet has been added to the 2nd story on the west side of the house per section 24-172(c). Refer to A-0.1.A-1.1,A-1.2,A-2.1.A-2.2.and A-3.2 for revision. 3. Mechanical Equipment:A/C and other mechanical equipment must be at least 5 feet from the property line. The mechanical equipment has been relocated to comply with the (5) foot requirement. Refer to A-0.1 for the revision. 4. Tree Remo vat If trees will be removed section 23-21 requires the submission of a Tree Removal Permit Application. A Tree Removal Permit has been applied for and obtained by McAneny Builders. 5 Shade Trees: Section 24-772(c)(4)requires(2)shade trees to be located on the property, (1)tree shall be located in the front yard. A shade tree has been added to the front yard to comply with the requirement. Refer to A-0.1 for the revision. Public Works Department 7. Provide erosion and sediment control plans with installation details. McAneny Builders to provide details to comply with this requirement. 2. Provide manufacturer cut sheets for 50%credit on Turf Block pavers. Turf Block cuts sheets are included in this revision. 3. Provide a detailed plan of water retention area and how water runoff gets to water retention area and then to street. Water retention details, downspouts.a drain lines have been added to comply with this requirement. Refer to A-0.1 for the revision. 4. Are porches roofed or are they pervious? The porches are roofed as shown on A-2.1 and A-2.2. A note has been added to A-0.1. 5. Concrete sidewalks must continue through driveway. The concrete sidewalk will continue through the proposed driveway. Refer to A-0.1. 6. Only a portion of water retention is provided Water retention requirements/swale design was calculated per Atlantic Beach Ordinance section 24-66.as shown on A-0.1. Included in this revision is the Atlantic Beach Public Works Required Storage Volume worksheet to indicate how the calculations were generated. 7 This permit does not include the pool. Correct. Building Department 1. Submit(2)copies of a topographical survey. Topographical survey information has been provided on A-0.0 and A-0.1. Additionally, (2) signed and sealed surveys,from Ray Thompson Surveyors, have been included. Refer to A-0.0 and A-0.1 for information. 2. Indicate the minimum F.F.E. on(2)sets of the Site Plan. F.F.E. has been provided on the Site Plan. Refer to sheet A-0.1 for the revision. ti . Submit(2)copies of the Evaluation Report for the James Hardie Building product. le McAneny Builders to provide the requested Evaluation Reports to comply with this requirement. 1 Q' 4. Submit(2)copies of the Evaluation Report for the eave products. N. McAneny Builders to provide the requested Evaluation Reports to comply with this requirement. 0 k 45. Submit(2)copies of the Evaluation Report for the metal roof products. AMcAneny Builders to provide the requested Evaluation Reports to comply with this requirement. � �r 6. There is no information submitted fora garage roll-up door Correct. No roll-up garage door is proposed. 7 Page A-5.1: The window/door schedule does not indicate tempered glass in locations required per R308.4 Hazardous Locations. A note has been added to the window schedule to comply with this requirement. Refer to A-5.1 for the revision. r."..1,1.;21:;:. ;'.cc r ,t' l' i`l)` iii i- ..�)Eitt1 .. ) .. t }t, i•t' t`tt; •C: �� ) t ;).. !7\ H°k_i.. •t. c7. - .:)., .. r .I — /t t7,: �i: .7 t;i..,1 .� • 3 ~. •3\...'1 L`�,,:, � w CP��', .'a Ss,;',}} t..` 11E� . rt,, s` ;rai1tV,;, •1:"<\' • ,• :�:"���; ....� •.:. \Jt.t. `la.`..� .� ,f .. i1.' .. k). Li .iil: '1�t` .: L i ,'�) ..;1) • . ` , ` ` • L. ,1 i ,,. . , t. Icy + �• :'Y,`. �k 's '5-11�1', (' 7 V. , • .. • • ..ir` 1C`,1�"3t:�.'i1. i^ ..`;;'. �1.�+::1'' 1t��1:-l'.1i19`Lt.'wS.: 1C ` �'1.5�J.•t.r. 8. Submit(2)copies of the Evaluation Report for the spray foam product at the underside of roof deck, along with the ignition/thermal barrier, if required McAneny Builders to provide the requested Evaluation Reports to comply with this requirement. 9. Page E-2.1: Relocate the Switch Disconnect Panel per NFPA70/2014:2017 6"'Edition FBC- Residen tia l E3405.2,E3405.5. The Switch Disconnect Panel has been relocated to comply with NFPA70 and FBC-Residential. Refer to E-2.1 for the revision. This revision has been made under the delta (1)tag and clouded on the plans. dated 12.6.19. Please do not hesitate to contact me with any questions or if you require further information. Cord'ally. i%_,.... evin E.Solomon KES Architects. PLLC 904-564-0099 kevin@kes-architects.com c 1N,� ,.• Comp. By: Kevin E. Solomon j Date: 12/6/2019 0 Public Works Department City of Atlantic Beach Permit No: RES19-0329 Address: 369 10th Street Required Storage Volume Criteria: Section 24-66 of the City of Atlantic Beach's Zoning, Subdivsion, and Land Development Regulations requires that the difference between the pre-and postdevelopment volume of stormwawter runoff be stored on site. Volume of Runoff is defined as follows: V= CAR/12 Where: V=Volume of Runoff C = Coefficient of Runoff A=Area of lot in square feet R=25-yr/24-hr rainfall depth (9.3-inches for Atlantic Beach) Predevelopment Runoff Volume: Lot Area (A) = ft2 Runoff Coefficient Area Lot Area Description (ft) (ft2) "C" Wtd "C" Impervious 3,009 7,500 1.00 0.40 Pervious 4,491 7,500 0.20 0.12 Runoff Coefficient(C)= 0.52 Runoff Volume V= 0.52 x 7,500 x 9.3 I 12 V= 3,028 ft3 Postdevelopment Runoff Volume: Lot Area (A) = 7,500 ft2 Runoff Coefficient Area Lot Area Description (ft2) (ft) "C" Wtd "C" Impervious 3,369 7,500 1.00 0.45 %ISA = 44.9% Pervious 4,131 7,500 0.20 0.11 Runoff Coefficient(C) = 0.56 Runoff Volume V= 0.56 x 7,500 x 9.3 / 12 V= 3.251 ft3 Required Storage Volume DV= Postdevelopment Runoff Volume- Predevelopment Runoff Volume DV= 3,251 - 3,028 DV= 223 ft3 Retention AB Water Retention Calculations-Ayers 12/6/2019 deg 400 Comp. By: Kevin E. Solomon A `.,f� Date: 12/6/2019 Public Works Department City of Atlantic Beach Permit No: RES19-0329 Address: 369 10th Street Provided Storage: Elevation Area Storage (ft) (ft2) (ft3) 7.0 61 0 BOTTOM 7.5 173 59 TOB Elevation Area Storage (ft) (ft2) (ft3) 7.0 14 0 BOTTOM 7.5 107 30 TOB Elevation Area Storage (ft) (ft) (ft3) 0.0 0 0 BOTTOM 0.0 0 0 TOB Inground storage=A*d*pf A=Area= 280.0 d=depth to ESHWT= 3.5 pf=pore factor= 0.3 Inground Storage= 294.0 ft3 Required Treatment Volume = 223 ft3 Supplied Treatment Volume = 353 ft3 Retention AB Water Retention Calculations-Ayers 12/6/2019 Revision Request/Correction to Comments **ALL INFORMATION rS`:'�'�tri HIGHLIGHTED IN � i1F "' City of Atlantic Beach Building Department GRAY IS REQUIRED. ter; `' r '4 800 Seminole Rd, Atlantic Beach, FL 32233 fi 0i9r q Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT I L 4— b zl Revision to Issued Permit OR Corrections to Comments Date: 1/ i 0/2..02.0 Project Address: 3C (0'=` S'7 CCT" /11L/ tJT t C t10GN. FL 32 Z 1) Contractor/Contact Name: ✓v\etsik.,*)-, (�VIr`.tC-Q S , Lt C Contact Phone: G0C1 Z1.°I 3W 1 Email: LLAJ'4'1 e /" cAQC-'v`-frivILOan Coo-A Description of Proposed Revision/Corrections: ‘ZOA-)111./C., / 1-0O17,LS — D . Or V el lJ bk,� eAaX Roo-r i (.4_,.),,,z_. ,..„..,,y, affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) • Will proposed revision/corrections add additional square footage to original submittal? XNo ❑ Yes (additional s.f.to be added: ) • ll proposed revision/corrections add additional increase in building value to original submittal? FNo ❑*Yes (additional increase in building value:$ ) (Contractor must sign if increase in valuation) *Signature of Contractor/Agent: "- z7 (Office Use Only) Approved ❑ Denied ❑ Not Applicable to Department Permit Fee D • $ LV-OZ Revision/Plan Review Comments (fin lad /o /iZ A ti,() J o 1 Co Fy Petri .ftw• olocvel,. P"f S it Pay _re Department Review Required: (—Building anni g Zoning j iewed By Tree Administrator (Tublic Works— Public Public Utilities f I Y `c� v Public Safety Date Fire Services Updated 10/17/18 rte-sr1;,` Revision Request/Correction to Comments **ALL INFORMATION J= #,,, �� HIGHLIGHTED IN r, City of Atlantic Beach Building Department GRAY IS REQUIRED. "My) 800 Seminole Rd, Atlantic Beach, FL 32233 °'`'� Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: ifn \ - 6-z,--z1 n Revision to Issued Permit OR \(orrections to Comments Date: 2_C__) Project Address: a<1 ink" `S1 Contractor/Contact Name: N1C,i(`43fV.1 aj‘LO)kl Contact Phone: cV-' Zket 300 \ Email: ‘..4"101 0 AICAMIA.K./ f)`L0c1 IA , t-6"" Description of Proposed Revision/Corrections: UZ,(.r SNaa-GJ P6- \ axi-cgL)c 3c I (-51 0 &'t(, affirm the revision/correction to comments is inclusive of the proposed changes. (printed name • Woposed revision/corrections add additional square footage to original submittal? le No C Yes (additional s.f.to be added: ) • Wil roposed revision/corrections add additional increase in building value to original submittal? No C*Yes (additional increase in building value: $ ) (Contractor must sign if increase in valuation) *Signature of Contractor/Agent: (Office Use Only) /Approved ailliigi H Not Applicable to Department Permit Fee Due dIP Revision/Plan Review Comments a G; '0 0 ' • • - '{ - •- I/ er1-4454=-- Des. ment Review Required: Building 1SA-- Re_viCu....) MPL ( ,�e - •• • : Zoning Reviewed By Tree Administrator C -(Is REv'i e,3 Public Works Public Utilities / 7 - d C) Public Safety Date Fire Services Updated 10/17/18 }iJ:Ly; City of Atlantic Beach APPLICATION NUMBER totiNiBuilding Department (To be assigned by the Building Department.) ' 800 Seminole Road ,�. • Atlantic Beach, Florida 32233-5445 R E S t C�1 - C) 2 c Phone(904)247-5826 Fax(904)247-5845 1 �' n 9• E-mail: building-dept@coab.us Date routed: ` • City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM / Department required Yes No review Property Address: 5 C� T Q - Building Applicant: (we y RD,LDF F_S Planning &Zoning M Tree Administrator Project: ` �i E ck) ( CELE FA/nil :Pp*�—, �� Public Cs ( D EPublic Fire Services Review - Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ❑Approved. Denied. ❑Not applicable (Circle one.) Comments: BUILDING tA/ (( ,F* 1 r PLANNING &ZONING Reviewed by: Date: TREE ADMIN. Second Review: ❑Approved as revised. ['Denied. ['Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ['Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 -s�•v..r- Revision Request/Correction to Comments **ALL INFORMATION t ," HIGHLIGHTED IN ... 1.4F p City of Atlantic Beach Building Department GRAY IS REQUIRED. -51111r ' � 800 Seminole Rd, Atlantic Beach, FL 32233 +! Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: REV)—dZ ` 1 Revision to Issued Permit OR Corrections to Comments Date: /I/ie(,7 Project Address: 3 /Q 7v\ .€6^t- -�� 10 -[-‘,A,-"rc. aeJ', 1C-L 3.2a 9 Contractor/Contact Name: it f/ g) L L 175 Contact Phone: 6o1J a PT- ?7 2 ( Email: I–WfrVJ _/,tt,�/le_Arb ut j .t,se ,rye Description of Proposed Revision/Corrections: V p q.{s c...k._. (,to%)c t l c.c.$ ( j 14C . V Cinr -`�`�c. 6‘ ..44..c.�/a� R -- o, c--) ta - o , i I M .61N"' 5 affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) • W}H proposed revision/corrections add additional square footage to original submittal? o ❑ Yes (additional s.f.to be added: ) •W;II proposed revision/corrections add additional increase in building value to original submittal? 14, 11 o ❑*Yes (additional increase in building value:$ ) (Contractor must sign if increase in valuation) *Signature of Contractor/Agent: (Office Use Only) ❑ Approved Denied ❑ Not Applicable to Department Permit Fee Due$ Revision/Plan Review Comments Mee], Gam.C 6,( Ety;Pit•-i l-- t 5-,--d 1/C ( I .S U r U{uOQs 1 r+ � Department Review Required: ,, iii-- _ ylarrrring&Zoning Reviewed By Tr- mink ra of ublic Wor s •ui-lCUtilities r ( —ZS- (9 Public Safety Date Fire Services Updated 10/17/18 Revision Request/Correction to Comments **ALL INFORMATION 1='L��i., HIGHLIGHTED IN rt `' City of Atlantic Beach Building Department GRAY IS REQUIRED. FP vairr) 800 Seminole Rd, Atlantic Beach, FL 32233 Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: 12 1Q\ 631' Revision to Issued Permit OR ❑ Corrections to Comments Date: \Z ' ( 4 ‘°1 Project Address: ..500`31 la'r'M -ST Contractor/Contact Name: Y _ r\l ZSv\1,�0l1S C L Contact Phone: ,i 3 ( Email: L W wl.(1 M CA r d Ny LOtM Description of Proposed Revision/Corrections: \II kr\.QO( n)v N,,1 9 C'J C)tiL. •-( ti Pk _0 trl- 0L.Dc QC-Th� tAIOSD z-0 f\D ( k) ( PfIC'1<5 I .-Shy 60i(1 affirm the revision/correction to comments is inclusive of the proposed changes. (printed nam✓') • Will proposed revision/corrections add additional square footage to original submittal? ❑No ❑ Yes (additional s.f.to be added: • Will proposed revision/corrections add additional increase in building value to original submittal? ❑No ❑*Yes (additional increase in building value: $ ) (Contractor must sign if increase in valuation) *Signature of Contractor/Agent: (Office Use Only) ❑ Approved Denied ❑ Not Applicable to Department Permit Fee Due$ Revision/Plan Review Comments e-e J L? r Ue De arxment Review Required: G/ fi Buildin Planning&Zoning , Reviewed By TreedRtrmSt>^dTcS� Public Works / ^� Public Utilities I .. . (C Public Safety Date Fire Services Updated 10/17/18 Revision Request/Correction to Comments `*ALL INFORMATION >`' HIGHLIGHTED IN J City of Atlantic Beach Building Department GRAY IS REQUIRED. Y i'I 7800 Seminole Rd, Atlantic Beach, FL 32233 j;'r Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: 'a_..1 it I - s`'j ❑ Revision to Issued Permit OR kr-Corrections to Comments Date: 1 ( I c. / c, c'(' Project Address: 3CrCe► 10 S 1 r-Kr ATI-AAA)CIca-t/ FL ;S c e Contractor/Contact Name: "INCA/Jet)/ (1L)IL6C-Q i LL L. Contact Phone: gOlt Z l e`1 1W 1 Email: c_kijan e MCA&J& cf riQIL. S . Co,`--A Description of Proposed Revision/Corrections: ()Ii.)() / VCi-j t AL Sr v � 6 v--cs - Nr\e,A 0,.- R 0 0-- I L-,Eco 'Z t' .'.0 )C&'1 affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) • Will proposed revision/corrections add additional square footage to original submittal? XNo ❑ Yes (additional s.f.to be added: ) • proposed revision/corrections add additional increase in building value to original submittal? o ❑*Yes (additional increase in building value: $ ) (Contractor must sign if increase in valuation) *Signature of Contractor/Agent: ---' (Office Use Only) Xpproved H Denied [ _1 Not Applicable to Department Permit Fee Due$ Revision/Plan Review Comments Department Review Required: /� Building Ai ani Zoning Reviewed By Tree Administrator (1ublic Works.', Public Utilities I — ( 6—'I—cj Public Safety Date Fire Services Updated 10/17/18 rstlt:1 ,, Revision Request/Correction to Comments **ALL INFORMATION ,Sr . . HIGHLIGHTED IN City of Atlantic Beach Building Department GRAY IS REQUIRED. r `j u)V 800 Seminole Rd, Atlantic Beach, FL 32233 =.--c ,,( O ZZn] "-'/ Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: Qom' ❑ Revision to Issued Permit OR XLCorrections to Comments Date: // 2 8)?n Project Address: ' Icci 10T-1-4 S i SCC'I^ Contractor/Contact Name: ✓v^c4,QQ.: "1 13 utc, C>2_S 4--LL Contact Phone: `lc'c1 Z.1° .2OO1 Email: Lv,1"-. e- 1`'vc.4J(k)1 Q‘..>\L C2-S .COM Description of Proposed Revision /Corrections: g2A'.'.)c\(,C S'c-A.ti,S c- cA.,Lcuc4,--cL©'u) / i — 0 , ( / IA —. (7) . �;`' 1 Z"' I LE ( ,--„'\2 •A'NC "—C'-^' -1 affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) • j1l proposed revision/corrections add additional square footage to original submittal? o ❑ Yes (additional s.f. to be added: ) • !(Vill proposed revision/corrections add additional increase in building value to original submittal? o ❑*Yes (additional increase in building value: $� ) (Contractor must sign if increase in valuation) *Signature of Contractor/Agen >. f/.-------- (Office Use Only) Approved ❑ Denied H Not Applicable to Department Permit Fee Due $ Revision/Plan Review Comments Department Review Required: Z . Building _ Pannin -K-Zon ig—� <:--) R 0l6cJ Reviewed wed B y iTreeAdmnstrator public.Work :. G n C r - i Y�tik - / _le 2Public Utilities C-- Public Public Safety Date Fire Services Updated 10/17/18 - ,k, City of Atlantic Beach APPLICATION NUMBERS rs �\ Building Department (To be assigned by the Building Department.) -67410-.. ._ " 800 Seminole Road C �/ Atlantic Beach, Florida 32233-5445 R Cs t 1 - 3 2 c) f' / Phone(904)247-5826 • Fax(904)247-58, 0 6 21!9 Date routed: �� ;� / E-mail: building-dept@coab.us "V City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM p y 2. 6 j 1 0 S Department review required Yes No Pro ert Address: ,(Buildinq .,_% _ Applicant: 1\1\C A1\�c_-___A\_)--- i 2, LD ( F 1 Planning &Zoning' rrree Administrator Project: 6 \1 GC) I K3GLE- FA/1 (( Public Works (‹c.-... Public Utilities ( ES ( 3 E�C E Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ❑Approved. Denied. I !Not applicable (Circle one.) Comments: 1 BUILDING Nails 6 ICtiyLL LOS AkRanQ. emyrdeia .. PLANNING &ZONING Reviewed b Date:7/'. P'/f TREE ADMIN. Second Review: /Approved as revised. ViDenied. ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES - PUBLIC SAFETY Reviewed b�e Date: /(--42, Ty, Third Review: A roved as revised. Denied. Notapplicable FIRE SERVICES ❑ pp ❑ Comments: aDQniea w (14 1-1120 Reviewed by -- - ØJ ) Date: / ;?/- ` '1‘(.7d,-...--) / -4 Revised 05/1912017 4414 ✓4Z /1/;U ` '` ''za APPROVED i 3j / -2f2-.. Revision Request/Correction to Comments **ALL INFORMATION }S t1 �r-%, HIGHLIGHTED IN d City of Atlantic Beach Building Department GRAY IS REQUIRED. 800 Seminole Rd, Atlantic Beach, FL 32233 ` '� Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: RESet-OS21 Revision to Issued Permit OR I I Corrections to Comments Date: /f/ie/,r Project Address: 3‘i Jo IA r - - A t L,.v-fie- 6cc.ic k, r-L 3.2a,93 Contractor/Contact Name: fV Aj c.iLS, ( -c) i(,e).<, 13 Contact Phone: ��Uie PT- ?go t' Email: (_IA)frV 4 A .tib u(10s -t.cr 41. Description of Proposed Revision/Corrections: u D q.43-c..).._., f c J c.c- '1 c,e.$ 5 l'";(5- - 1,0 t<LA Ti---•e-�z. 6 G Ngo J``L t ' / R -- o, o la - 0 , j I l ""`.""` .6.0,7 f 4"5 affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) WjH proposed revision/corrections add additional square footage to original submittal? • o ❑ Yes (additional s.f.to be added: ) • NMI proposed revision/corrections add additional increase in building value to original submittal? () J\Jo ❑*Yes (additional increase in building value: $ ) (Contractor must sign if increase in valuation) *Signature of Contractor/Agent: (Office Use Only) ❑ Approved L1A Denied ❑ Not Applicable to Department Permit Fee Due pp p $ Revision/Plan Review Comments Plans 400 las/gull) LL Jz-cj Gkei ` / � Department Review Required: �� 9. uildn i _ � P . ng&Zoning eviewed By Tr ,.miiiis ra or ublic Wor u lc—Utilities "->Z7---7/1Public Safety e NOV 1 8 2019 Fire Services i i Updated 10/17/18 BY PUBLIC WORKS PLAN REVIEW COMMENTS Date: //���if Application#: iL( /f' 6.2r Project Address: 3b 1 CORRECTION ITEMS Check Box to Select CSMP Provide construction site management plan including location of silt fence, dumpster, portable toilet. ❑ Right-of-Way Permit is required if using right-of-way for construction parking. DPLN Provide drainage plans showing site topography(flow arrows, etc.). 0 ESCP Provide erosion and sediment control plans with installation details. IMPS Provide impervious surface calculations for entire lot(existing and post construction). 0 Section 24-66(b) of the Land Development Regulations requires on-site storage for increased run-off LDCS if adding 250 SF or more impervious surface. Provide Delta volume calculations and on-site retention 0 required per Section 24-66(b). REPM A Revocable Encroachment Agreement must be submitted. 0 RMRO All runoff must remain on-site. Cannot raise lot elevation. 0 RWPM A Right-of-Way Permit must be obtained. 0 TSUR Provide a pre-construction topographic survey prepared by a Florida Licensed Professional Land ❑ Surveyor,showing 1' contours. CUT Provide manufacturer cut sheets for 50%credit on Turf Block pavers. V` DW Maximum driveway width within the City right-of-way is 20' (circular driveway width is 12' maximum). 0 PAV Provide paver installation method (must meet I.C.P.I.). 0 WRA Provide a detailed plan of water retention area and how water runoff gets to water retention areas and then to street. WR % : r!►+ - e IU•ir..i.s. •,,' :iaa9.: -. " . - -i . . AV /Oder /Wfd Pt/ xiv /064/;014' SID Concrete sidewalk must continue through driveway. 50 Documentation shows impervious areas are over the 45%allowed by City code. 0 rl f l� 04e10/41141416' 41/(11, 9-", Revised 2/26/19 /teed /PM(I 41 - v 1 i ;flege ieeeiffr`f [7 Revision Request/Correction to Comments **ALL INFORMATION ;.f'-dL'fri„ HIGHLIGHTED IN `° City of Atlantic Beach Building Department GRAY IS REQUIRED. 1/4Wir 800 Seminole Rd, Atlantic Beach, FL 32233 Phone: (904) 247-5826 Email: Buildin -Dept coab.us PERMIT#: \ct OZz -1 ❑ Revision to Issued Permit OR Corrections to Comments Date: \2• \ (o Project Address: 3(L 1 Contractor/Contact Name: WI LANG 1L.00 Contact Phone: CU '- 7_\ 2W` Email: (-NisiInML(Rr J \LOUT • Wt-, Description of Proposed Revision/Corrections: F/ V U a—a vvyAf,)O LcocL) sou ts - (( ecrati►( Lu L:'k;�►�N .c,s0invt' Nru circ t 10r I c`vnI o "-.sc. ,_);O0i/4t L`\ A,43, (1 �(v tiT\ Ifv1 i-kW C- %5 1.U affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) • VIrproposed revision/corrections add additional square footage to original submittal? ti No ❑ Yes (additional s.f.to be added: • WjWproposed revision/corrections add additional increase in building value to original submittal? No ❑*Yes (additional increase in building value: ) (contractor must sign if increase in valuation) "7*Signature of Contractor/Agent: (Office Use Only) ❑ Approved /Denied ❑ Not Applicable to Department Permit Fee Due$ VAhs-110 owg� D Let5W-6t u Revision/Plan Review Comments i� �.. ✓ / L• / , 6L plc401,04, *Department Review Required: 4 % Mat, tV 1- 7 ifet Building Planning&Zoning Reviewed By Tree Tree Administrator ublic W _' Public Utilities nEGEiv "� Public Safety DEC 18 201') Date Fire Services Updated 10/17/18 �s 4 fr Comp. By: Kevin E. Solomon S Date: 12/6!2019 Public Works Department City of Atlantic Beach Permit No: RES19-0329 Address: 369 10th Street Required Storage Volume Criteria: Section 24-66 of the City of Atlantic Beach's Zoning, Subdivsion, and Land Development Regulations requires that the difference between the pre-and postdevelopment volume of stormwawter runoff be stored on site. Volume of Runoff is defined as follows: V=CAR/12 Where: V=Volume of Runoff C=Coefficient of Runoff A=Area of lot in square feet R=25-yr/24-hr rainfall depth(9.3-inches for Atlantic Beach) Predevelopment Runoff Volume: Lot Area(A) = 7,500 ft2 Runoff Coefficient Area Lot Area Description (ft2) (ft) "C" Wtd"C" Impervious 3,009 7,500 1.00 0.40 Pervious 4,491 7,500 0.20 0.12 Runoff Coefficient(C)= 0.52 Runoff Volume V= 0.52 x 7,500 x 9.3 / 12 V= 3,028 ft3 Postdevelopment Runoff Volume: Lot Area(A) = 7,500 ft2 Runoff Coefficient Area Lot Area Description (ft2) (ft) "C" Wtd"C" Impervious 3,369 7,500 1.00 0.45 %ISA= 44.9% Pervious 4,131 7,500 0.20 0.11 Runoff Coefficient(C)= 0.56 Runoff Volume V= 0.56 x 7,500 x 9.3 / 12 V= 3,251 ft3 Required Storage Volume DV= Postdevelopment Runoff Volume- Predevelopment Runoff Volume DV= 3,251 - 3,028 DV= 223 ft3 Retention AB Water Retention Calculations-Ayers 12/6/2019 s s, Comp. By: Kevin E. Solomon Date: 12/6/2019 � r Public Works Department City of Atlantic Beach Permit No: RES19-0329 Address: 369 10th Street Provided Storage: Elevation Area Storage (ft) (ft2) (ft3) 7.0 61 0 BOTTOM 7.5 173 59 TOB Elevation Area Storage (ft) (ft) (ft3) 7.0 14 0 BOTTOM 7.5 107 30 TOB Elevation Area Storage (ft) (ft) (ft3) 0.0 0 0 BOTTOM 0.0 0 0 TOB Inground storage=A*d*pf A=Area= 280.0 d=depth to ESHWT= 3.5 pf=pore factor= 0.3 Inground Storage= 294.0 ft3 Required Treatment Volume= 223 ft3 Supplied Treatment Volume= 353 ft3 PUBLIC WORKS '? • { }APPROVED { } DENIED { } NOT APPLICABLE TO DEPT Retention AB Water Retention Calculations-Ayers 12/6/2019 rL-1. i �� '� Permit Reviews �' - City of Atlantic Beach 'L J;i�` Permit Number: RES19-0329 Description: NEW SINGLE FAMILY RESIDENCE Applied: 11/5/2019 Approved: Site Address: 369 10TH ST Issued: Finaled: City,State Zip Code:Atlantic Beach, Fl 32233 Status: RECEIVED Applicant: <NONE> Parent Permit: Owner:AYERS JOSEPH A&AMY L Parent Project: Contractor: <NONE> Details: LIST OF REVIEWS SENT DATE RETURNED DUE DATE TYPE CONTACT STATUS REMARKS DATE Review Group:2ND REVIEW 11/18/2019 11/18/2019 SUBMITTAL Permit Tech APPROVED COMPLETENESS Notes: NEW SHEETS CV, A-0.0, A-0.1 11/18/2019 11/25/2019 12/2/2019 ZONING Zoning DENIED Notes: Survey:Please submit a topographical survey. Side Wall Design:Section 24-172(c)requires second story side walls that exceed 35 feet in length to provide a horizontal offset of 4 feet or an architectural element/design feature to break up the appearance of the side wall.Such design features may include balconies,bay windows,or projecting windows.Note that these features and associated roof overhangs cannot project more than 2 feet into the side yard setback. Mechanical Equipment:A/C and other mechanical equipment must be at least 5 feet from property lines. Please revise accordingly 11/18/2019 12/4/2019 12/2/2019 BUILDING Building DENIED Notes: have not received resubmittals from my first review. 11/18/2019 11/22/2019 12/2/2019 PUBLIC WORKS Public Works DENIED Received 11/18/19/ Reviewed 11/22/19 711 otes: Provide erosion and sediment control plans with installation details Provide manufacturer cut sheets for 50%credit on Turf Block pavers. s Provide a detailed plan of water retention area and how water runoff gets to water retention areas and then to street.-- Are porches roofed or are they pervious? Concrete sidewalk must continue through driveway. Only a portion of water retention is provided. ,,\ This permit does not include the pool. Printed: Monday, 16 December, 2019 1 of 3 r Y re Permit Reviews City of Atlantic Beach Review Group:3RD REVIEW 12/13/2019 12/13/2019 SUBMITTAL Permit Tech APPROVED COMPLETENESS Notes: INSERTED PAGES INTO BUILDING AND ZONING PACKS CALLED AND LEFT A MESSAGE THAT P/W STILL WAS DENIED 12/13/2019 12/31/2019 ZONING Zoning Notes: 12/13/2019 12/31/2019 BUILDING Building Notes: Review Group:AUTO 11/5/2019 11/5/2019 SUBMITTAL Permit Tech APPROVED COMPLETENESS W/CONDITIONS Notes: SEPRATE DEMO PERMIT BY IT SELF MISSING SURVEYS AND SITE PLANS, TREE PERMIT 11/5/2019 11/22/2019 11/20/2019 BUILDING Building DENIED Notes: Correction Comments: 1.Submit 2 copies of a topographical survey.I will attach a pdf that provides information concerning the change in requirements for surveys for land being developed in Atlantic Beach. 2.The Contractor shall place the proposed minimum F.F.E.on 2 sets of the Site Plan,and initial and date.The placement shall be on the living space of the projects main floor.The contractor may revisit the building department and request the 2 submitted site plans be brought to the counter or resubmit 2 copies of the revised site plan with the FFE on it,initialed and dated. 3.Submit 2 copies of the Evaluation Report for the James Hardie Building Product associated with the FL#submitted for the siding product. 4. Please do the same Evaluation Report as mentioned in Comment#2 if there will be any soffits installed on this project. FL#too.2 copies. 5. Please do the same as mentioned in review Comment#2 for any metal roof components to be installed as well as submitting the FL#and installation instructions/engineering for that metal roof.2 copies 6.There was no information submitted for the GARAGE ROLL-UP DOOR on the FL#information sheets. If not submitted now,a separate permit will be required to install the door or a revision to the original building permit containing the FL#for the garage door and a review fee,will be required before the Building Final Inspection can be done. 7. FYI I Page A-5.1,the Door Schedule,does not show any window to have tempered glass.Scaling off of the design elevation pages and floor plans, shows that several windows will require tempered glass do to their location in bathroom wet areas and stair landing areas.Review R308.4 Hazardous Locations. 8.If spray foam insulation is to be used on underside of roof deck,submit 2 copies of the Evaluation Report for the product to be used and the ignition/thermal barrier if required due to being installed in a storage area or call out provisions for covering up the foam with acceptable means. 9.On page E-2.1 of the 2nd Floor Power Plan,the Switch Disconnect Bank(service panel)has been located in the LINEN CLOSET in the Master Bathroom.This will not be acceptable according to NFPA70/2014 NEC;2017 6TH EDITION FBC-RESIDENTAIL,E3405.2,E3405.5.The architectural plans were redlined on page E-2.1 with the same comments.Choose another location and place on the drawings. 11/5/2019 11/20/2019 PUBLIC UTILITIES Public Utilities Notes: Printed: Monday, 16 December, 2019 2 of 3 • j. J Permit Reviews :-,t,,,,..-, t,,, r) City of Atlantic Beach, 11/5/2019 11/8/2019 11/20/2019 PUBLIC WORKS Public Works DENIED Notes: No plan turned in to review. 11/5/2019 11/5/2019 11/20/2019 ZONING Zoning DENIED Notes: Survey:Please submit a topographical survey. Side Wall Design:Section 24-172(c) requires second story side walls that exceed 35 feet in length to provide a horizontal offset of 4 feet or an architectural element/design feature to break up the appearance of the side wall.Such design features may include balconies,bay windows,or projecting windows. Note that these features and associated roof overhangs cannot project more than 2 feet into the side yard setback. Mechanical Equipment:A/C and other mechanical equipment must be at least 5 feet from property lines. Please revise accordingly. Tree Removal:Section 23-21 requires a Tree Removal Permit for any trees being removed or that were removed within 2 years of this project. Please submit a Tree Removal Permit Application if any trees are to be removed or were removed in the last 2 years. If no trees are to be removed or were removed,then please fill out an Affidavit of No Tree Removal.Both forms are available on the city website under Planning and Zoning and at City Hall. Shade Trees:Section 24-172(c)(4) requires 2 shade trees to be located on the property as part of the Old Atlantic Beach Design Standards.One of the trees must be located within the front yard.This is the area within 20 feet of the property line along the street.The second tree can be located anywhere else on the lot.See Section 23-33(f)(f)for a list of approved shade tree species. Submitted tree permit Printed: Monday, 16 December, 2019 3 of 3 • , HIGHLIGHTED IN Request/Correction to Comments **ALL INFORMATION s;..�' JCity of Atlantic Beach Building Department GRAY IS REQUIRED. Y rt 9 rjjC 800 Seminole Rd, Atlantic Beach, FL 32233 0 1 4 RPhone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: leo- — 69 Revision to Issued Permit OR Corrections to Comments Date: l/ I O/?.G2_0 Project Address: 3Golt0 -=} S 1 SKr ATLA'UT t C_ 4 ( CI-1 FL 31 z 3) Contractor/Contact Name: evNelskkk P7 (aVILUC-Q c , Li L Contact Phone: G©L( ZL°I ICC) 1 Email: L.Iti,Ien C-- MCA&IC,t1-01 1ILOCrtS - COM Description of Proposed Revision/Corrections: ZC)Ail r,lCI / UBi-i C I-002.t,(,, — D --auk.)LA ` SOrVe,`1'' 6k'1 -- AaX R I LEG&At 1 .'.C_LX affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) • Will proposed revision/corrections add additional square footage to original submittal? No ❑ Yes (additional s.f.to be added: / • will proposed revision/corrections add additional increase in building value to original submittal? o ❑*Yes (additional increase in building value:$ ) (Contractor must sign if increase in valuation) *Signature of Contractor/Agent: -- /7' (Office Use Only) ❑ Approved Z:enied ❑ Not Applicable to Department Permit Fee Due$ e tcww -bo lo►rv,4 Lase4otq Revision/Plan Review Comments 1,, " i„ _ _ i , / -� ,, r'0 4ri i, if- r //' 0 4 (9'4 4,TK -r olk dif4044Y ep kat- Mee-isi--0,-, kte,frel Department Review Required: Building ,,;�'� a ,�,,, 4 �, anni Zoning V a sewed g Tree Administrator JAN(ublic Works--_, Public Utilities BY. /-41--. p4 0 Public Safety Date Fire Services Updated 10/17/18 . . . . . . . . , ,t, . , , t ','" , i 1 t (i; Ali' . -...... _. ..._ I Comp. By: SW ;-. A '1s) Date: 1/14/2020 15 v -ort 9. Public Works Department City of Atlantic Beach Permit No: RES 19-0329 ' t y Address: 369 10th Street Required Storage Volume Criteria: Section 24-66 of the City of Atlantic Beach's Zoning, Subdivsion, and Land Development Regulations requires that stormwater runoff from impervious areas be stored onsite. Volume to be retained is as follows: V=CAR/12 which is the Modified Rational Method for estimating stormwater runoff Where: V=Volume of Runoff to be stored (cubic feet) C=Runoff Coefficient, 0.92,the difference between impervious area(C=1.0) and undeveloped conditions(C=0.08). A= Impervious Area(square feet) R=25-yr/24-hr rainfall depth (9.3 inches for Atlantic Beach) Onsite Storage Volume Required for Impervious Area: - Lot Area= 7,500 ft2 _ Impervious Area(A) = 3,155 ft2 = 42.1% V= 0.92 x 3,155.0 x 9.3 / 12 V= 2,250 ft3 Provided Storage: REAR Area 1 -Relative Elev. Area Storage Sideslope: 2 :1 PROPOSED (ft) (ft) (ft3) 0.0 96 144 BOTTOM size: 8 X 12 1.0 192 TOB size: 12 X 16 Area 2-Relative Elev. Area Storage (ft) (ft) (ft3) FRONT 0.0 6441 BOTTOM size: 8 X 8 0.5 100 TOB size: 10 X 10 Area 3-Relative Elev. Area Storage (ft) (ft) (ft3) 0.0 00 BOTTOM size: 0 X 0 0.0 0 TOB size: 0 X 0 Inground Storage: =A*d/pf Total Storage Area at TOB(A)= 292.0 ft2 Depth to ESHWT from BOTTOM(d)= 2.0 ft,default is 2.0 ft,verify onsite ESHWT Pore Factor(pf)= 0.4 default is 0.4 Inground Storage Provided= 233.6 ft3 Required Treatment Volume= 2,250 ft3 Supplied Treatment Volume= 419 ft3 Retention 10th Street 369 1/14/2020 TREMRON WE MAKE IT EASY `110 ii , joiL4....„.. 44.-- , i7 'No,,}'b' 1 , 1.'' ---- i I 44; ,- y • ' ' ',.-..,,,,, . ilw kii,011re'' • .. f li ( � l L , ill^Rz . II � Illlllllll1111 III1' I � isj. T'.e, , . � l d00010 a we � � Rid, i ' i1.. l� 1 i 1 'k ns` ; ' ' '.1 • '4,4° '''a `,il ' [ `o''\ \ \, N \� � ' ti. 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" ...a,sorAN trk.......• , •4''.. ..)°0•Srs"..M.SMM,'', ,,-1- .......s1pm.•W.I. CHAPCOAL ORANtIL AUTUMN"iLEND CAPP.1CUNO HfRiTAGF '1.4.1.7•'''•',"S*-17••,.....• ' ,POO fAh•M.no.V/St.. -5..••f '..• '. 4i A_.... Cl.n.,....1.,.... ...(_„....,41-;e' •4 .•4i - --fecif,F,C.. `,.r:',--•,4'• ill . ,-.. -ff$tVil'a=1-11 -1.41.'511 vo•Mo.,Pr.rra,sem sm.. -r• 1"ray ca-varc...........,,.. 1!0:.., - 11111 111111 .,,, ‘' =I - vreasamm 0.01.14,1,edr. - - - ' .--7--_ - ''' ''''' - sal...as,*,.,..,,, ..,,,,,,,,,,,,m.....m...sm...p",,,,,,,,,,,,in,,,,,,,,, •.3,re.V.IMAS/114-110•51 Vielar1.1M11.1..M.011.1,1,15,C3.1,01.111 NATIIIIAI 0,,Fy 0.0 CHICAGO SAND DuNE SIEARA . . .....1 f,,, .ff ,... '•' ;', ' A r . , , . , r . • 4x8 PERMEABLE AQUA PAVER | I. ,` - ` ~~."~ ~voli~68. ~ae ~~~~ ".4~1)16 1..6.66,.....81 ~~~~~ ! Dim* ~~� �~�~ ~~~~~ �~~~~� =~ ~~ ^==- 96 . =~ \ 96, ~" / e.e~ 3,~.896.6, ~ 2.92516, 8 8, 1 ' . '11111C'' 1.1,.. .. ''''''... ' 41:::1'' 054 .. •x t... :. trerisL W:li 41 1:.' - s iil, lir, i I \\\.‘\\\‘:',...`' " a lig' AP-1' 6 ,, ` ,,, Vii, Fr,7.i.-.7...!1'*'`` - / - �i /t 1 #jl i � 1 \>�\ \\.\<,"''',...,::. � �..�.. �ti v�� ��Ta-fir dfaaVf a},��y'�•-ti ,,y � }'.a ` '�.1-, •',y-;,; {' L- f ," ,ti, '��`` , 'w'`\� ` l`� �'/✓ aK^� `"_ �'.y"''' A '' b` f I , �' �4.....a a 7 to �. s .2'7rY \ ?•.� f •. 11 \ ., �y -^ - 'cam _ i `4 ' ♦ J i .� _ — Yom \ 1 '.\ ; \ s ..tf. � r SF RIMA TURF BLOCK SF RIMA IN STALLA'C IvN O=TI:-N_ of kiml pe nt`',lb1c pave s VIII led'._ICC 01_llmnate stc m watc I'n-otl✓/Y-Ch cede:s.. Fio✓ring a pemanenl Sol1tion to sod - S.n it,nb e tis,I,.It lit.)..k can be II5ed flood ng and relieves sewer systems.W th a 3-1/8'thick p-one,SF Rima p ov des a sturdy n a wide va et,of appl cations.from f to routes and parking areas to I esldentiat 4 • surface for vehicular t attic making it perfect for both-esidentlal and ccm—erc_ial usesapplication end etios Manu`actured 3.1 :hick Turf Block With the u [ti ac r-esigh SF Pima can beinstr Ile.)nub to block,or nub tc nub for pr a sturdy pavement for ve ti 'r dein a^'sl _mmo'cml uses. : 1^ 1 haauacPM o,....wu Thkkmr aF wrcul» cuM w„IPM PunaPPP,,,„..1p I 75,PERNFi6hIf 1010EnM[ku9 I ... Wrnr ProaM Cede DM., ThkMw YpxcuM CUM WMPh[ tuMa PNinE�dEry [C.,,r0 0.0 3-1.':-e.mmi SI 19C...n _ ]5+...]a. �,i EC,44. .1.5.8.':3,” 3-Iie-;e.,- I 54 ,.S In• 90, rILLir'% Revision Request/Correction to Comments **ALL INFORMATION HIGHLIGHTED IN JS "' City of Atlantic Beach Building Department GRAY IS REQUIRED. s 91111.14. 800 Seminole Rd, Atlantic Beach, FL 32233 Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: gZ6S\5 -- 037ci ❑ Revision to Issued Permit OR L_I Corrections to Comments Date: ‘ ' 1—) ' L1a Project Address: -3G1 1VA .S7- Contractor/Contact ~Contractor/Contact Name: fV)(A vOr41 `5�\LOUr\A Contact Phone: 90` \ ZV"1 303s\ Email: LWN1 0 mc.:\ J ,,, ?7' Description of Proposed Revision/Corrections: JAN 1 7 2020 4.6\AS\s. 6 F w4YRw\ &a v'-J-1-1k)-- (10-CbASS ccQv Building Department tment I t LL L, ( ()-n Lel affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) • Wiloposed revision/corrections add additional square footage to original submittal? L No ❑ Yes (additional s.f.to be added: ) • Willproposed revision/corrections add additional increase in building value to original submittal? f'fio ❑*Yes (additional increase in building value: $ ) (Contractor must sign if increase in valuation) *Signature of Contractor/Agent: (Office Use Only) ❑ Approved Denied L 1 Not Applicable to Department Permit Fee Due$ Revision/Plan Review Comments Plc c-bo Igvge,-h Laa-er-�-ctie Department Review Required: Building LK,Pr _Planning&Zoning GENE0 Reviewed By T Ad inistrator Public Works JAN 21 7020 Public 1 les 1-2/ 2® Public Safety BY• Date Fire Services Updated 10/17/18 • ,, 'rS,%Ly j;' if Comp. By: Kevin E. Solomon s) Date: 1/17/2020 J r Jii >r Public Works Department City of Atlantic Beach Permit No: RES19-0329 Address: 369 10th Street Required Storage Volume Criteria: Section 24-66 of the City of Atlantic Beach's Zoning, Subdivsion, and Land Development Regulations requires that the difference between the pre-and postdevelopment volume of stormwawter runoff be stored on site. Volume of Runoff is defined as follows: V= CAR/12 Where: V=Volume of Runoff C = Coefficient of Runoff A=Area of lot in square feet R=25-yr/24-hr rainfall depth (9.3-inches for Atlantic Beach) Predevelopment Runoff Volume: Lot Area (A) = ft2 Runoff Coefficient Area Lot Area Description (ft) (ft2) "C" Wtd "C" Impervious 3,009 7,500 1.00 0.40 Pervious 4,491 7,500 0.20 0.12 Runoff Coefficient(C)= 0.52 Runoff Volume V= 0.52 x 7,500 x 9.3 / 12 V= 3,028 ft3 Postdevelopment Runoff Volume: Lot Area (A) = 7,500 ft2 Runoff Coefficient Area Lot Area Description (ft2) (ft) "C" Wtd "C" Impervious 3,369 7,500 1.00 0.45 %ISA = 44.9% Pervious 4,131 7,500 0.20 0.11 Runoff Coefficient(C) = 0.56 Runoff Volume V= 0.56 x 7,500 x 9.3 I 12 V= 3,251 ft3 Required Storage Volume DV= Postdevelopment Runoff Volume- Predevelopment Runoff Volume DV= 3,251 - 3,028 DV= 223 ft3 Retention AB Water Retention Calculations-Ayers 1/17/2020 41 9" Comp. By: Kevin E. Solomon 4 Date: 1/17/2020 Public Works Department City of Atlantic Beach Permit No: RES19-0329 4 Provided Storage: Elevation Area Storage (ft) (ft) (ft3) 6.5 13 0 BOTTOM 7.5 176 95 TOB Elevation Area Storage (ft) (ft) (ft3) 6.5 31 0 BOTTOM 7.5 283 157 TOB Elevation Area Storage (ft) (ft2) (ft3) 0.0 0 0 BOTTOM 0.0 0 0 TOB Inground storage=A*d*pf A=Area= 251.5 d=depth to ESHWT= 3.5 pf= pore factor= 0.3 Inground Storage= 264.1 ft3 Required Treatment Volume= 223 ft3 Supplied Treatment Volume= 264 ft3 Retention AB Water Retention Calculations-Ayers 1/17/2020 Revision Request/Correction to Comments "ALL INFORMATION r �� i,, HIGHLIGHTED IN � \'� City of Atlantic Beach Building Department GRAY IS REQUIRED. \' 800 Seminole Rd, Atlantic Beach, FL 32233 1---\"E-L,(\ - 63 Z' li °33 ' Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: ❑ Revision to Issued Permit OR cZ1,Corrections to Comments Date: // 2 8J?0 Project Address: "t=tu 3Cc1 I D STe-C Contractor/Contact Name: ✓\^c•k'JCC-P"1 13 Ukc ez L-LL Contact Phone: `\O( Z 19 'IOU 1 Email: LJ ' e >Mc Ati4.v'1 ilO\L.X.l?S .CO M Description of Proposed Revision/Corrections: p24".."1\GC -.4%ti,5 f- Ca4LcQc..:tok)) ev I LCo'.—r' t ."-.ch'—'CA..--1 affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) • J` • I proposed revision/corrections add additional square footage to original submittal? x o ❑ Yes(additional s.f.to be added: ) • �(Vill proposed revision/corrections add additional increase in building value to original submittal? o ❑*Yes (additional increase in building value: $ ) (Contractor must sign if increase in valuation) *Signature of Contractor/Agen -�� (Office Use Only) ❑ Approved ❑ Denied LI Not Applicable to Department Permit Fee Due$ Revision/Plan Review Comments r. y Department Review Required: Building ./ ' / i . c tanning_&Zoning`�.,> V, N Evi 663' eviewed By Tree Administrator ublic Works.:. O (1 ( ckirTi-c&4) Public Utilities , rJeEiv.....0 Public SafetyDate t Fire Services Updated 10/17/18 AN 282020 BY: /.4vv- - -- - Jx '4 11211115A 4,--roa i2po;: z' ' c9j, Q/.21 Vt,t, —leaf pi, .401 f A A x ',4 /19f 4 :/ /1 - -17); 7 f- y/fYrirk6t-- %/9",100- i - 111—j"-gr- Wv,00-?4'w •zt--)f--4r kur 7111eV frOi i8z- -7 r 1-j r 110, GGt t )74 ja ", 01-17°--/ P>17,; __= 03A0}Jddd -,0AY 6 rv- Ph may/ ' C.13SIA3 :1 '7; Af08# II/Pt Ptlx7 407 1?2'/1Y- it:6/ q�' Lcld-, L H,!iza VO 1444, i voz re P Y.1. 740(.7e 11/2 S 277e( 12•40C/479r IbQ '6,4046411 "orA g 4X3 I 2Nr / A1/ 11' P7 afrivice/44Q--y iftz (446 tr /1. zip ti 4/ " I icl." -5( //. igik4f, Reck 1'5( t_4Trccl,, , , „7 .11/ /(. 022- -/f ' S • • • • , _ �. • .. .� ril:Lyj„,�, PUBLIC WORKS ___ Comp. By: SW rJ16 Date: 1/28/2020 { PPROVED { } DENIED \0;s »)- { } NOT APPLICABLE TO DEPT Public Works Department City of Atlantic Beach Permit No: RES 19-0329 � ROVED Address: 369 10th Street / Required Storage Volume �'" Criteria: Section 24-66 of the City of Atlantic Beach's Zoning, Subdivsion, and Land Development Regulations requires that stormwater runoff from impervious areas be stored onsite. Volume to be retained is as follows: V=CAR/12 which is the Modified Rational Method for estimating stormwater runoff Where: V=Volume of Runoff to be stored(cubic feet) C=Runoff Coefficient, 0.92,the difference between impervious area(C=1.0) and undeveloped conditions(C=0.08). A= Impervious Area(square feet) R=25-yr/24-hr rainfall depth (9.3 inches for Atlantic Beach) Onsite Storage Volume Required for Impervious Area: REVISED Lot Area= 7,500 ft2 Impervious Area(A) = 3,065 ft2 = 40.9% V= 0.92 x 3,065.0 x 9.3 / 12 V= 2,185 ft3 Provided Storage: REAR Area 1 -Relative Elev. Area Storage Sideslope: 2 :1 PROPOSED (ft) (ft2) (ft3) 0.0 168 BOTTOM size: 21 X 8 1.0 300 234 TOB size: 25 X 12 Area 2-Relative Elev. Area Storage (ft) (ft) (ft3) FRONT 0.0 352 BOTTOM size: 32 X 11 2.0 760 1,112 TOB size: 40 X 19 Area 3-Relative Elev. Area Storage (ft) (ft2) (ft3) 0.0 00 BOTTOM size: 0 X 0 0.0 0 TOB size: 0 X 0 Inground Storage: =A*dlpf Total Storage Area at TOB(A)= 1060.0 ft2 Depth to ESHWT from BOTTOM(d)= 2.0 ft,default is 2.0 ft,verify onsite ESHWT Pore Factor(pf)= 0.4 default is 0.4 Inground Storage Provided= 848.0 ft3 Required Treatment Volume= 2,185 ft3 Supplied Treatment Volume= 2,194 ft3 Retention 10th Street 369 1/28/2020 ri `brie s \ % Comp. By: SW �j s Date: 1127/2020 REVISED Public Works Department City of Atlantic Beach Permit No: RES 19-0329 did / '. 7✓ Address: 369 10th Street '`? 0 Required Storage Volume Criteria: Section 24-66 of the City of Atlantic Beach's Zoning, Subdivsion, and Land Development Regulations requires that stormwater runoff from impervious areas be stored onsite. Volume to be retained is as follows: V=CAR/12 which is the Modified Rational Method for estimating stormwater runoff Where: V=Volume of Runoff to be stored (cubic feet) C= Runoff Coefficient, 0.92, the difference between impervious area (C=1.0) and undeveloped conditions(C=0.08). A= Impervious Area(square feet) PUBLIC WORKS R=25-yr/24-hr rainfall depth (9.3 inches for Atlantic Beac Onsite Storage Volume Required for Impervious Area: i } DENROVED { } DENIED Lot Area= 7,500 ft2 ( '.f NOT APPLICABLE TO DEPT Impervious Area(A) = 3,065 ft2 = 40.9% V= 0.92 x 3,065.0 x 9.3 / 12 V= 2,185 ft3 Provided Storage: REAR Area 1 -Relative Elev. Area Storage Sideslope: 2 :1 PROPOSED (ft) (ft) (ft3) 0.0 200 230 BOTTOM size: 0 X 0 1.0 259 TOB size: 0 X 0 Area 2-Relative Elev. Area Storage (ft) (ft) (ft) FRONT 0.0 498 BOTTOM size: 0 X 0 2.0 754 1'252 TOB size: 0 X 0 Area 3-Relative Elev. Area Storage (ft) (ft) (ft3) 0.0 00 BOTTOM size: 0 X 0 0.0 0 TOB size: 0 X 0 Inground Storage: =A"dlpf Total Storage Area at TOB(A)= 1013.0 ft2 Depth to ESHWT from BOTTOM(d)= 2.0 ft,default is 2.0 ft,verify onsite ESHWT Pore Factor(pf)= 0.4 default is 0.4 Inground Storage Provided= 810.4 ft3 Required Treatment Volume= 2,185 ft3 Supplied Treatment Volume= 2,292 ft3 Retention 10th Street 369 1/27/2020 k--. 7r7i./ 10 ,rlof ) ( _,.. tv lb =, i )i--,7 fil -. 11ropiot- ) • NIJI ; a/ LI -i .." rli A, "Aeivy 1," / 9 IO -7.' fi 25' ; X.A c- 7110/11 i Z.X * -}"I' -Z-Z' i he ri.vh /lie ---/ki \ rtf(/ zr',./ - if://rJ'rt./ 961f-P5 (-zo ' ,, ,_."‘ -.9i /T /x Y4tifiWP i ; lie-e ir)1 14 11 ,,z .._fx •%' iT _i‘ lir : if x ix gl : --/;4 A .47 r/i/ IN/91 ( V '11 4 J2 r/ X-rt-0 i,Jj ( zi / = l'6X-IzXr r ._ El lilt - ' ' .311111.11111111111. '• - y-- • " , i t _ r I. __ __ _ ,....7, �/ el'i ! l 0_1- t ._F-1-1 t 1`1\ I `t \ l, _.. _ ...„.„ _ - •'tea; ' _ '_f_ f_ -f-r�!__I I t t_._i t i t t _ .. ,.. ,,,,,,, . ._ --_,, , - .:.,,.., _, a 1 fes , „ ------ ., - , _ ....._____,.... ,,._ ...,, ,, ... T _ (;) A--7 - *i ti �/ • ,-' ` 'ii*!- -:..7.',"--;:-.;.-: ~sem yJ yaA rY • , ' r 4X8 PERMEABLE AQUA PAVER SF RIMA sits 111111 4111 00. • AIL II7Zoz 0 63 TURF BLOCK OLDE TOWNE PERVIOUS 4X8 PERVIOUS . emyk--4;#.,: ;f Comp. By: Kevin E. Solomon A I Date: 1128/2020 Pa rcCo ON) Public Works Department Tl{e O(2,14 (tSAL 5,066 GP City of Atlantic Beach Permit No: RES019-0329 OF t t p E BVI OA tA Address: 369 10th Street Required Storage Volume Criteria: Section 24-66 of the City of Atlantic Beach's Zoning, Subdivsion, and Land Development Regulations requires that stormwater runoff from impervious areas be stored onsite. Volume to be retained is as follows: V=CAR/12 which is the Modified Rational Method for estimating stormwater runoff Where: V=Volume of Runoff to be stored(cubic feet) C=Runoff Coefficient, 0.92,the difference between impervious area(C=1.0) and undeveloped conditions(C=0.08). A=Impervious Area(square feet) R=25-yr/24-hr rainfall depth (9.3 inches for Atlantic Beach) Onsite Storage Volume Required for Impervious Area: Lot Area= 7,500 ft2 Impervious Area(A) = 3,065 ft2 = 40.9% V= 0.92 x 3,065.0 x 9.3 / 12 V= 2,185 ft3 Provided Storage: Area 1 - c- ail e - e1 St. -g. Sideslope: 2 :1 ft ft2 ft3 0.0 138 99 BOTTOM size: 0 X 0 0.5 258 TOB size: X Area - - - - . Area Storage ft ft2 ft3 0.0 570 BOTTOM size: 0 X 0 2.0 733 1,303 TOB size: 0 X 0 Area 3-Relative Elev. • - - - - !e (ft) (ft2) (ft3) 0.0 00 BOTTOM size: 0 X 0 0.0 0 TOB size: 0 X 0 Inground Storage: =A*d/pf Total Storage Area at TOB(A)= 991.0 ft2 Depth to ESHWT from BOTTOM(d)= 2.0 ft,default is 2.0 ft,verify onsite ESHWT Pore Factor(e =� .4 default is 0.4 Inground Storage Providedd= 792.8 ft3 Required Treatment Volume= 85 ft3 Supplied Treatment Volume= 4411613 Retention Drainge Calculcations-2020 01 27 1/28/2020 r 1...:A i%%; City of Atlantic Beach APPLICATION NUMBER Us t cA Building Department (To be assigned by the Building Department.) :� v 800 Seminole Road �� Atlantic Beach, Florida 32233-5445 G_,t - 0 3 Z 5 Phone(904)247-5826 • Fax(904)247-5845 ``1=1 X 1110'' E-mail: building-dept@coab.us Date routed: 1 / 5 Fr9 City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 5 6 - , / Department review required Yes No ,(Building L Plannin &Zoning— • Applicant: '\C A I v Cid ( o, cD F zS ela i g 9 Tree Administrator Project: 6 \.i E 1 K3 GL& l A,y`/( ' Public Works �--� �` Public Utilities &S ( 0 G f_C Public Safety Fire Services Review fee $ 50, 00 Dept Signature et,L Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLI ION STATUS Reviewing Department First Review: Approved. ❑Denied. ❑Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: Date: TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: Approved as revised. Denied. I 'Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 City of Atlantic Beach tii r Sl1 PUBLIC UTILITIES DEPARTMENT c) 902JacksonvilleAssisi Lane, FL 32233 r \ojti�_ (904) 247-5886 NEW WATER / SEWER TAP REQUEST Date //— g--1 ? Service Address .v/ /&'A v57-E7— Number of Units / Commercial Residential ✓ Multi-Family New Water Tap(s) & Meter(s) Meter Size(s) New Irrigation Meter Upgrade Existing Meter from to (size) New Reclaim Water Meter Size New Connection to City Sewer Applicant Name Billing Address City State Zip Phone Email Applicant Signature CITY STAFF USE ONLY Application # TES /1 — C4329 4 US Lc VES/D Water System Development Charge $ Sewer System Development Charge $ Water Meter Only $ Reclaim Meter Only $ Water Meter Tap $ Sewer Tap $ Cross Connection $ (5O. DO Other $ TOTAL $ c7.t (Notes) APPROVED ✓.ter — Date //— o 7 Pu c Utilities Director or Authorized Signature ALL TAP REQUESTS MUST BE APPROVED BY THE PUBLIC UTILITIES DEPARTMENT BEFORE FEES CAN BE ASSESSED PUBLIC UTILITIES PLAN REVIEW COMMENTS Date: Application#: Project Address: Check Box Check APPLICATION TRACKING COMMENTS to Add Box to Commen Print Underground Avoid damage to underground water and sewer utilities. Verify vertical and Water Sewer horizontal location of utilities. Hand dig if necessary. If field coordination is Utilities needed, call 247-5878. Meter Boxes Ensure all meter boxes, sewer cleanouts and valve covers are set to grade Sewer Cleanout 0 0 and visible. A sewer cleanout must be installed at the property line. Cleanout must be RT1 Sewer covered with an RT1 concrete box with metal lid. Cleanout to be set to grade 0 0 Cleanout and visible. A reduced pressure zone backflow preventer must be installed if irrigation will RPZ be provided or if there is a private well on the property. Backflow preventer ❑ ❑ Backflow must be tested by a certified tester and a copy of the results sent to Public Utilities. Plans note the building will be unsprinkled. If plans change, any fire line Sensus installed must be metered with a Sensus touch-read meter in a properly sized Touch-Read vault and an appropriate backflow preventer installed. Backflow preventer 0 0 Meter must be tested by a certified tester and a copy of the results sent to Public Utilities. Fire Sprinkler If fire sprinkler system is provided, call 247-5878 for backflow requirements. Backflow 0 0 At a minimum, will require a double check backflow preventer. Requirement Fire Line Fire lines must be metered with a Sensus touch-read meter. Meters larger ❑ ❑ Meter than 2" must be installed in a vault as noted in IEA specifications. Utility Map See attached Utility Map. ❑ 0 Disconnect & Cap Disconnect and cap water and sewer lines. Inspection Must call the Inspection Line at 247-5814 to request an inspection of the 12( Prior disconnected and capped water and sewer lines prior to demolition. ❑ ❑ ❑ ❑ O 0 O 0 11/12/2015 Florida Building Code Online s� x t£" ✓v #zY E F Xfi • r OFFICE COPY �� - goi r r .: Yw ,.,. e _•-et.".`, '` ti.9(!►1t)t0,(18 IT. Joy :QI 11.101* DCIS Home tog In User Registration , Hot Topics Submit Surcharge : Stats&Facts Publications ; FISC Staff SCIS Site Hap I links Search Busines. (0) Professional uPsroERclupcutti Approval Regulation Ueeew tfkK.�9r psevatr,,A, Product AOOr0eaI Menu>Product or Application Search>Application Ust>Application Detail FL# FL13192-R4 w Application Type Revision U (. Code Version 2014 Z t Application Status Approveda 0 c V Comments ;? d — 0 Archived 0 al H Z U CJa8 Product Manufacturer James Hardie Buikling Products, Inc. 11,1 • ry Address/Phone/Email 26300 La Alameda '' Ste. 250 V ..! Mission Viejo, CA 92691 (909) 349-2927 j•—• t— z pingsheng.zhu@jarneshardie.com 0 >_ Authorized Signature Pingsheng Zhu Cl. CC } pingsheng.zhu@jameshardie.com tl q F�- u W CI) j Technical Representative Pingsheng Zhu yCCLJ Address/Phone/Email 10901 Elm Ave. L Fontana, CA 92337 LiJ (909)349-2927 1= pingsheng.zhu@jarneshardie.com Quality Assurance Representative Pingsheng Zhu Address/Phone/Email 10901 Elm Ave. Fontana, CA 92337 (909)349-2927 pingsheng.zhu@jarneshardie.com Category Panel Walls Subcategory Skiing Corrpliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer • Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Ronald I. Ogawa Evaluation Report Florida License PE-24121 Quality Assurance Entity Intertek Testing Services NA Inc. - ETI/Wamock Hersey Quality Assurance Contract Expiration Date 01/01/2016 Validated By John Southard, P.E. • Validation Checklist - Hardcopy Received Certificate of Independence fL13192 R4 COI RIO- Certificate of Independence,PDF Referenced Standard and Year(of Standard) Standard Year ASTM C1186 7007 ASTM E330 2002 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect F1-13192 R4 Equiy ASTM C1186 Equivalency Signed.Ddf Sections from the Code https://wAw.floridabuilding.org/pr/pr_app_dol.aspeparam=ir.GEVXQvADgtsk%p2bGnUu47ogpttaHRnH1104CXvtdCRgKDEJRrxtNwZsbgA%3d%p3d 1/3 11/12/2015 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 08/17/2015 Date Validated 08/26/2015 Date Pending FBC Approval 09/07/2015 Date Approved 10/16/2015 Summary of Products FL# Model,Number or Name Description 13192.1 Cenpiank Lap Siding fiber-cement lap siding Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL13192 R4 II ER RIO-2553-15 Plank metal wood.pdf Approved for use outside HVHZ:Yes FL13192 R4 II FR RIO-2557-15 P1n-k_Shiingte CMU.pdf Impact Resistant: N/A FL13192 R4 II ER RIO-2577-15 Plank.t.51. SP Sh_gathinq.odf Design Pressure: N/A FL13192 R4 II Install CerrPlank Siding.odf Other: For use In HVHZ install In accordance with NOA 15- FL13192 R4 II NOA 15-0122.04.odf 0122.04. Verified By: Ronald I. Ogawa 24121 Created by independent Third Party: No Evaluation Reports Ft13192 R4 AC ER RiO-2553.15 Plank metal wood.pdf FLI3192 R4 AE ER RIO-2557-15 Plank Shingle CMU.odf Ft.13192 R4 AE ER RIO-2577-15 Plank to WSP Sheathinq,pdf FL13192 R4 AE NOA 15-0122.04,odf Created by Independent Third Party:Yes 13192.2 HardiePlank Lap Siding fiber-cement lap siding Limits of Use Installation Instructions Approved for use In HVHZ:Yes F113192 R4 Ii ER RIO-2553-15 Plank metal wood.odf Approved for use outside HVHZ:Yes F113192 R4 Ii ER RIO-2557-15 Plank Shingle Ci•iU,pdf Impact Resistant: N/A FL13192 R4 11 ER R10-2577-15 Plank to WSP Sheathing,pdf Design Pressure: N/A FL13192 R4 Ii install HardlePlank Sidinq.pdf Other: For use in HVHZ install In accordance with NOA 15- FL13192 R4 ii NOA I5.0122.04.odf 0122.04. Verified By: Intertek Testing Services NA Ltd. Created by Independent Third Party: No Evaluation Reports F113192 R4 AE ER_RIO-2553-15 Plank metal wood.odf FL13192 R4 AE ER RIO-2557-15 Plank Shingle CMU.pdf FL13192 R4 AE ER RIO-2577-15 Plank to WSP Sheathinq.plf FL13192 R4 AE NOA 15.0122.04,odf Created by Independent Third Party: Yes 13192.3 HardleShingle individual Shingles fiber-cement individual cladding shingles Limits of Use Installation Instructions Approved for use In HVHZ: No F113192 R4 iI ER RIO-2555-15 Shingle metal wood,pdf Approved for use outside HVHZ:Yes FL13192 R4 II Install Hardie5hirule SldIng.odf Impact Resistant:N/A Verified By: Intertek Testing Services NA Ltd. Design Pressure: N/A ( Created by Independent Third Party: No Other: Evaluation Reports FL13192 R4 AE ERRIO-2555.15 Shingle metal wood.odf Created by Independent Third Party: Yes 13192.4 HardieShingle Panel fiber-cement notched shingle panels(straight edge, staggered } 1 edge,half round edge) Limits of Use Installation Instructions Approved for use in HVHZ: No FL13192 R4 11 ER R10:2555-15 Shingle metal wood.vdl I Approved for use outside HVHZ: Yes f113192 R4 It ER 810-2557-15 Plank Shingle CMU.pdf Impact Resistant: N/A FL13192 R4 i1 install HardieShingle Sidinq,pdf Design Pressure:N/A Verified By: Intertek Testing Services NA Ltd. Other: Created by Independent Third Party: No Evaluation Reports E413192 R4 AE ER RIO-2555-15 Sling metal wood.pdf FL13192 R4 AE ER RIO-2557-15 Plank Shingle CMU.pdf Created by Independent Third Party:Yes 13192.5 I Prevail Lap Siding fiber-cement lap siding Limits of Use Installation Instructions Approved for use In HVHZ:Yes I FL13192 R4 Ii ER RIO-2553-15 Plank metgtw199d.pdf Approved for use outside HVHZ:Yes f113192 R4 II ER RIO-2557-15 Plank Shingle CMU.odf Impact Resistant: N/A FL13192 R4 Ii ER RIO-2577-15 Plank to WSP Sheathi g,pdf Design Pressure: N/A FL13192 R4 II install Prevail Lap$jinq,odf Other: For use in HVHZ install in accordance with NOA 15- FL13192 R4 ii NOA 15.0122,04.pdf. 0122.04. Verified By: Intertek Testing Services NA Ltd. Created by Independent Third Party: No Evaluation Reports FL13192 R4 AE ER RIO-2553-15 Plank metal wood.odf • R- AE Et • I . In.e CMU.odf FL13192 R4 AE ER RiO-2577-15 Plank to WSP Sheathing.pol FL13192 R4 AE NOA 15-0122.04.pdf https:/Mrnnv.floridabuilding.org/pr/pr app_dI.aspnl?paran vrGEVXt3IMDgtsk%2bGnUu47oqu aHRnHIID4CXvrtnKRgKDf7RrxWwZsbgA%3d%3d 2/3 11/12/2015 Florida Building Code Online LCreated by Independent Third Party:Yes J tl,.,rl Irrc+tl Contact Us:: 1940 North Monroe Street.Tallahassee Fl.32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Gonydaht 200!-7013 State of Florida privacy Statement::A ccessibi'.ty Statement::Refund Si7jemen% Under Florida law,email addresses are public records.If you do riot wont your a-mall address released in response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mall.I(you have any questions,please contact 850.487.1395.'Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emails provided may be used for of(idat communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address Which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please click here. Product trApprt1oval Accepts: 1F•"�— rl Kcl sc(uri(%'t,I Ill+s ignra • https://vww.floridabuildi g.org/pOpr_app rill.aspVpararn=s%GEVXQMtDgtsk%2bGrUt)47ogwraHRnHIID4CX%s41KRgKDf7RoWwZsbgA%3d%3d 3/3 11/12/2015 Florida Building Code Online W .. 'ra'.,Ws,*, 1g. `" ` c .}- 1.41 A ' L4.1.! 1 roliteHgM!> I!o 4 Dtp iri e;ittf SCIS Home Log In I User Registration Hot Topics Submit Surcharge Stats&Facts I Publications I F8C Staff &CIS Site Hap Links Search Busines Q Professional „Product Approval i' USER:Publ'c User Regulation fk9alld�F ro uct Aeoroval Menu>Product or Aopliption Search>Application list>Application Detail FL# FL13223-R3 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Jamas Hardie Building Products, Inc. Address/Phone/Email 26300 La Alameda Ste. 250 Mission Viejo, CA 92691 (909) 349-2927 pingsheng.zhu@jameshardie.com Authorized Signature Pingsheng Zhu pingsheng.zhu@jameshardie.com Technical Representative Pingsheng Zhu Address/Phone/Email 10901 Elm Ave. Fontana,CA 92337 (909)349-2927 pingsheng,zhu@jarneshardle.com Quality Assurance Representative Pingsheng Zhu Address/Phone/Email 10901 Elm Ave. Fontana, CA 92337 (909)349-2927 pingsheng.zhu@jameshardle.com Category Panel Walls Subcategory Siding Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 1 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Ronald I. Ogawa Evaluation Report Florida License PE-24121 Quality Assurance Entity intertek Testing Services NA inc. - ETI/Warnock Hersey Quality Assurance Contract Expiration Date 01/01/2016 Validated By John Southard, P.E. ✓ Validation Checklist - Hardcopy Received Certificate of independence fL13223 R3_COI RIO- Certificate of Indeoendence,PDE Referenced Standard and Year(of Standard) standard Year ASTM C1166 2007 ASTh4 1330 2002 Equivalence of Product Standards Certified By Florida licensed Professional Engineer or Architect fL13223 R3 Eauiv ASTM C11$6 Eaulvalencv S!ctned.odf Sections from the Code https://wnw.floridabuilding.org/pr/pr_app dtl.asp Operant=v.GEVXQvtQgvfMbsvZ66FCwtai{vlghfYtiGjGIta/o2bD4JJYGr3xeW)98Q%3da/o3d 112 11/12/2015 Florida Building Code Online Product Approval Method Method 1 Option D Date Subrritted 08/17/2015 Date Validated 08/26/2015 Date Pending FBC Approval 09/07/2015 Date Approved 10/16/2015 Summaryr of Products FL# Model,Number or Name Description 13223.1 Cempanel Siding fiber-cement panel siding Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13223 R3 II ER R10.2556-15 Panel metal-wood.odf Approved for use outside HVHZ:Yes FL13223 R3 II ER RIO-2578-15 Panel to Furrinq,pdf Impact Resistant:Yes FL13223 R3 II Install Cerroanel Sidinu,odf Design Pressure:N/A 1.113223 R3 II NOA 15-0122.04.odf Other: For use Inside a HVHZ install in accordance with NOA 15- Verified By: Intertek Testing Services NA Ltd. 0122.04 Created by Independent Third Party: No Evaluation Reports FL13223 R3 AE ER R10-2556-15 Panel metal-veood.odf p11322,3R3 AE ER R10-2578-15 Panel to Furrinq,Odf F1-13223 R3 AE NOA 15-0122.04.odf Created by Independent Third Party: Yes 13223.2 THardlePanel Siding fiber cement panel siding Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13223 R3 II ER RIO-2556-15 Pane[rsv tai-woad.pdf Approved for use outside HVHZ:Yes F113223 R3 ti ER 810-2578.15 Panel to Furrinq,Odf Impact Resistant:Yes FL132L1i 3 11 install Hardiefanel Sidino.odf Design Pressure:N/A FL13223 R3 11 NOA 15-0122,04.vdf Other: For use Inside a fivliZ Install In accordance with 140A 15- Verified By: Intertek Testing Services NA Ltd. 0122.04. Created by independent Third Party: No Evaluation Reports FL13223 R3 AE ER RIO-2556-15 Panel metal-wood.Odf fl-1322.1 R3 AE ER 1310-2578-15 Panel toj urrinQ Odf FL13223 R3 AE NOA 1S-0122.04-odf Created by independent Third Party:Yes 13223.3 Prevail Panel Siding fiber-cement panel siding I Limits of Use Installation Instructions I Approved for use in HVHZ:Yes FL13223 R3 II ER R10-2556-15 Panel metal-wood,pdf Approved for use outside HVHZ:Yes F113223 R3 II ER R10-2578-15 Panello Furrinci odf i Impact Resistant:N/A FL13223 R3 i1 Install Prevail Panel Sidinq,odf Design Pressure: N/A FL13223 R3 Ii NOA 15-0122,04,pdf Other: For use Inside a IIVti7_Install in accordance with NOA 15- Verified By: intertek Testing Services NA Ltd. 0122.04. Created by Independent Third Party: No Evaluation Reports FL13223 R3 AE ERRiO-2556-15 Pane1p cal vrood.odf F113223 R3 AE ER R10-2578.15 Panel to Furrinq.odf { FL13223 R3 AE NOA 15-0122.04,odf Created by independent Third Party:Yes (r-arklassi Contac Us:: 1940 North Monroe Street.Tallahassee Fl.32399 Phone:850-487_1 The State of Florida Is an ANEEO employer.C9pyrioht 2007-2013$tate_p_f_florida ::Privacv_getement Accessibility Statement Refund Statenteni Under Florida law,email addresses are public records.If you do not wont your a-mall address released in response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.•Pursuant to Section 455.275(11,Florida Statutes,etedive October I,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emalls provided may be used for official communication with the licensee.However email addresses are public record_If you do not wish to supply a personal address,please provide the Department with an email address vfiich can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: 3rr tirlty'ir Ittit'• httpsI/smrv.fioridabuulding.org/pr/pr_app_dII asp>Oparan vNGEVXOwtOq'.4 bsvZ66FCv.4adpAgMVHGjGIt%2bDQ1A/YGr3ue' 'D8O%3d%3d 2 11/12/2015 - Florida Building Code Online • 1�yC 'E'M��3f u� W,71 siness & Professional Regulation - • -r - yb_171i-4148$ fry i3Departrnent`•f BCIS Home Log In + User Registration ; Hot Topics ' Submit Surcharge ! Stats&Facts I Publications I FOC Stall ; KISSRR Map { links Search BusinesJs7(0) Professional product Approval t - USER:Public User Regulation prawttSoadF�pJatebti>y Product Approval Menu>Product or Application Search.>Application List>Application Detail FL# F113265-R2 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer lames Hardie Building Products, Inc. Address/Phone/Email 26300 La Alameda Ste. 250 Mission Viejo, CA 92691 (909) 349-2927 pIngsheng.zhu@jameshardle.com Authorized Signature Pingsheng Zhu pingsheng.zhu@jarneshardie.com Technical Representative Pingsheng Zhu Address/Phone/Errail 10901 Elm Ave. Fontana, CA 92337 (909) 349-2927 pingsheng.zhu@jameshardie.com Quality Assurance Representative Pingsheng Zhu Address/Phone/Email 10901 Elm Ave. Fontana, CA 92337 (909)349-2927 pIngsheng.zhu@jameshardle.com Category Panel Walls Subcategory Siding Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Ronald I. Ogawa Evaluation Report Florida License PE-24121 Quality Assurance Entity Intertek Testing Services NA Inc. - ETI/Warnock Hersey Quality Assurance Contract Expiration Date 01/01/2016 Validated By John Southard, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL13265 R2 COI RIO- Certificate of Independence.pdf Referenced Standard and Year(of Standard) Standard Year ASTM C1186 2007 ASTM E330 2002 Equivalence of Product Standards Certified By Florida licensed Professional Engineer or Architect FL13265 R2 Ecuiv ASTM C1186 Equivalency Sicned,Ddf Sections from the Code https:lAwm.Iloridabuilding.org/pr/pr_app dtl.aspOparartl=vtGEVXQwtDg4ftk$bsvZ66FQMz7aGPg(v1e9YuS%26AwlVtinCraV2gCcCpe/o3d%3ci 112 11112/2015 - Florida Building Code Online Product Approval Method Method 1 Option 0 Date Submitted 04/23/2015 Date Validated 04/30/2015 Date Pending FBC Approval 05/11/2015 Date Approved 06/22/2015 Summary of Products FLS Model,Number or Name Description 13265.1 HardieSoffit Panels HardleSoffit Panels, Cemsoffit Panels; fiber-cement soffit panels Limits of Use Installation Instructions Approved for use In HVHZ:Yes fL13265 R2 II ER RIO-2554-15 Soffit wood metal,pdf Approved for use outside HVHZ:Yes FL13265 R2 11 Install HardieSoffit Panei,pdf Impact Resistant: N/A FL13265 R2 II NOA 15-0122,04,pdf Design Pressure: N/A Verified By: Intertek Testing Services NA Ltd. Other: For use in Mit-Z Install in accordance with NOA 15- Created by Independent Third Party: No 0122.04. Evaluation Reports fL13265 R2 AU ER R10-2554-15 Soffit wood metal.odf fL13265 R2 AE NOA 15-0122.04.pdf Created by Independent Thkd Party:Yes Contact Us:: 1940 IMnh Monroe Street.Tallahassee FL 32399 Phone:850-497-1824 The State of Florida Is an AAJEEO employer.coovriaht 2007-2013 State of Florida.::privacy Statement::Accesslb'hty Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.'Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department sdth an email address If they have one.The emails provided may he used for offidal communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please click here. Product ApprovalAcceplst 01�IicH sc1Urhv.h that. Cre t ar E https:/Mnwv.f oridabuildln9.org/pr/pr_app_dal.aspapararrFwGEVXQwtOgnRk6bsvZ66FOMz7xGPgkne9YuS%2bAwIW7KTaJ2gCcCpg%3d%3d 2/2 11/1212015 Florida Building Code Online Business & Professional Regulation rep*Howe !,pour Fioi!di Dep3rtrnentc DCIS Home Log In I User Reglstralion I Hot Topics . Submit Surcharge Stats&facts Publications FSC Staff . BUS Site Hap I Links Search Business' Q) Professilonalal Product PubtAcuPeOV01 Regulation Ikea rlSoplOJ IlegJalr Product Approval Menu >Product or Application Search>Application List>Application Detail FL # FL10477-R3 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer James Hardie Building Products, Inc. Address/Phone/Email 26300 La Alameda Ste. 250 Mission Viejo, CA 92691 (909) 349-2927 pingsheng.zhu@jameshardie.com Authorized Signature Pingsheng Zhu pingsheng.zhu@jarneshardie.com Technical Representative Pingsheng Zhu Address/Phone/Email 10901 Elm Ave. Fontana, CA 92337 (909) 349-2927 pingsheng.zhu@jameshardie.com Quality Assurance Representative Pingsheng Zhu Address/Phone/Errail 10901 Elm Ave. Fontana, CA 92337 (909)349-2927 pingsheng.zhu@jarneshardle.com Category Panel Walls Subcategory Siding Compliance Method Certification Mark or Listing Certification Agency intertek Testing Services NA Inc. - ETL/Wamock Hersey Validated By John Southard, P.E. Validation Checklist - Hardcopy Received Referenced Standard and Year(of Standard) standard Year ASTM 01186 2002 ASTM E136 2004 ASTM E330 2007 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Approved Certification Agency Florida Licensed Professional Engineer or Architect FL10477 R3 Eauly ASTM C1186 Equivalency.Ddf f!j FL10477 R3 Emily ASTM E136 Equivalency Sl ned.adf Product Approval Method Method 1 Option A hitps://www4flor idabuildIng.org/pr/pr_app_d11.asp>npararT-=wGEVXOWDqudSDrIH61487TCmACxwtltGbnubPdtdtAgzQB9kTQq GmQe/,3003d 1/2 11/12/2015 ' Florida Building Code Online • Date Submitted 04/23/2015 Date Validated 04/30/2015 Date Pending FBC Approval Date Approved 05/11/2015 Summary of Products FL# Model,Number or Name Description 10477.1 Artisan®Lap Skiing 5/8 Inch thick fiber-cement horizontal lap siding with Lounge and _�-.L groove end Joints. Limits of Use Certification Agency Certificate Approved for use In HVIIZ:Yes F1.10477 R3 C CAC Artisan Lao ATM.pdf Approved for use outside HVHZ:Yes FL10477 R3 C CAC Miami Dade NOA 15-0122.03.odf Impact Resistant:N/A Quality Assurance Contract Expiration Date Design Pressure:N/A 01/01/2016 Other: For use In HVHZ Install in accordance with Miami Dade Installation Instructions County Florida NOA 15-0122.03; For use outside HVHZ Install In F110477 R3 Ii Artisan Installation instruction,odf accordance with manufacturer's installation instructions, FL10477 R3 II Miami Dade NOA 15.0122.03,vd( Verified By: Intertek Testing Services NA inc. - ETI/Wamock Hersey Created by Independent Third Party: Evaluation Reports Created by Independent Third Party:• I Contact UT:: 1940 North Monroe Street.Tallahassee fl 32399 phone:850-487-1824 The State of Florida Is an AA/FEO employer.cooydght 2007-2013 State of Florida, ::Privacy Statement::Accessibility Statement::Refund Statement Under Florida lair,email addresses are public records.If you do not vont your email address released In response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395. 'Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department v11k an email address if they have one.The emails provided may be used for ofndal communication with the licensee,However email addresses are public record.If you do not v,sh to supply a personal address,please provide the Department vlth an email address vouch can be made available to the pubic.To determine if you are a licensee under Chapter 455,F.S-,please click here. Product ApprovalAccepts: scturit'?it 11th ft haps:/Aw1w.fioridabuitding.org/pr/pr app dll.aspx9param=w,GEVXQwtDgudsDr)H6I48T1CmACxw*GbnubPdtdWgzQB9kTQgGr %3d%3d 2/2 OFFICE COPY art artisan ooze. l a p siding JamesHardie INSTALLATION REQUIfitiviLki Visit for the most recent version. EFFECTIVE AUG 2011 IMPORTANT:FAILURE TO INSTALL AND FINISH THIS PRODUCT IN ACCORDANCE WITH APPLICABLE BUILDING CODES AND JAMES HARDIE WRITTEN APPLICATION INSTRUCTIONS MAY LEAD TO PERSONAL INJURY,AFFECT SYSTEM PERFORMANCE,VIOLATE LOCAL BUILDING CODES,AND VOID THE LIMITED PRODUCT ONLY WARRANTY.BEFORE INSTALLATION,CONFIRM THAT YOU ARE USING THE CORRECT I-(ARDIEZONETM INSTRUCTIONS. TO DETERMINE WHICH HARDIEZONETM APPLIES TO YOUR LOCATION,VISIT WWW.HAR!)IEZONE.COM OR C?.l-L 1-866-942-734 '866 9HARDIE) STORAGE it HANDLING Store flat and keep dry and covered prior to installation(fig. 1).Installing siding wet or saturated may result in shrinkage at joints.Protect edges and corners from breakage.James Hardie is not responsible for damage caused by improper storage and handling of the product. When working with Artisan'siding and trim products,carry the product on edge.If only one person is carrying the product,hold it in the middle and spread arms apart to better support the product(fig.2).If two people are carrying the product,hold it near each end and on edge(fig 3). Do not lift or carry Artisan products flat(fig 4). I�..fA4E FIGURE 4 CUTTING INSTRUCTIONS - Of3Ff?OOP 1.Position cutting station so that wind will blow dust away from user and others in working area. 2. Use one of the following methods: a.Better: i.Dust reducing circular saw equipped with a HardieBlade"saw blade and HEPA vacuum extraction — NEVER use a power saw indoors to cut Artisan siding and trim products — NEVER use a circular saw blade that does not carry the HardieBlade saw blade trademark — NEVER dry sweep—Use wet suppression or HEPA Vacuum NIOSH-approved respirators can be used in conjunction with above cutting practices to further reduce dust exposures.Additional exposure information is available at www.artisanluxury.com to help you determine the most appropriate cutting method for your Job requirements.If concern still exists about exposure levels or you do not comply with the above practices,you should always consult a qualified industrial hygienist or contact James Hardie for further information. INSTALLATION Fr,uat 5 plywood stud water-resistive l or 24"o.c.max. barrier OSB sheathing 4- -, .11 •�_•_� starter strip /Mr 11111111111111111111111 1111111111.111111111111, finishing stir 0111f � . r 111 d tongue and groove joint Install a 1 1/2"starter strip to concrete leave appropriate gat)between ensure a consistent plank angle foundation planks and trim,then caulk' Apply caulk in accordance with caulk manufacturers written aplicatian instructions Warning:Avoid Breathing Silica Dust James Hardie`pndrets contain respirable crystalline shiner,which is known to the State of California to cause cancer ands considered by IMC and NOSH to be a cause of cancer ham some ocugatiaual sauces. Breathing excessive amounts of respirable sirhoa dust can alar cause a disabling and potentially Lata kung disease coand has ed silicosis,aas been linked with other&eases. Some sheI s suggest smoking may increase these rs rs. Durng irutatatue or handing:(1l weds in oukbo areas with amplever anon'CII use fiber cement shears for cutting a,where not Masi*,use a IYardiebtadeTM saw blade and dust-reducing circular saw attached to a NEPA vacuum;(3)warn others in the immedate area;(4)wear a properly-fitted,MMOOSH-approved dust mask or resphator(e.g.N-95)in accordance with applicable government regulations and manufacturer urer instructions In father limit respirable silica exposures. During dean-uupp,,use HEPA vacuums or wet de methods-neva dry sweep. For Anther infamation meter b au installation instructions and Material Safety Data Sheet available at www.jamesharde.can a by calling 1-8011-911AflDE(t-8110-942-7343). FAILURE ADHERE TO OUR WARP 4GS.RSDS,AND INSTALEAYION fISTRUCTIOt1S MAY LEAD TO SERIOUS PERSONAL INJURY OR DEATH. SD050905 ART1104 -P1 Ai 1/11 y11 GENERAL REQUIREMENTS • Artisan®lap can be installed over braced wood or steel studs spaced a maximum of 24"o.c..Irregularities in framing and sheathing can mirror through the finished application. • Artisan lap can also be installed over foam insulation/sheathing up to 1"thick.When using foam insulation/sheathing,avoid over-driving nails(fasteners),which can result in dimpling of the siding due to the compressible nature of the foam insulation/sheathing. Extra caution is necessary if power-driven nails(fasteners)are used for attaching siding over foam insulation/sheathing. • A water-resistive barrier is required in accordance with local building code requirements.The water-resistive barrier must be appropriately installed with penetration and junction flashing in accordant with local building code requirements.James Hardie will assume no responsibility for water infiltration. James Hardie does manufacture HardieWrap Weather Barrier,a non-woven non-perforated housewrap,which complies with building code requirements. • Adjacent finished grade must slope away from the building in accordance with local building codes- typically a minimum of 6"in the first 10. • Do not install James Hardie® products,such that they may remain in contact with standing water. c4_. , , 1 • Artisan lap butt joints are not required to land on stud.Do not nail within 2"of tongue and groove at end of planks, • James Hardie recommends cutting tongue or groove off when butting into trim boards(fig. 6). • Artisan lap requires a trim thickness of 1 1/2"for proper aesthetics. • Artisan lap may be installed on vertical wall applications only. 'remove tonue or • Must follow all clearance and details below. groove when a correct • For larger projects,including commercial and mufti-family projects,where the span of the wall is significant in rutting trim method length,the designer and/or architect should take into consideration the coefficient of thermal expansion and moisture movement of the product in their design.These values can be found in the Technical Bulletin "Expansion Characteristics of James Hardie®Siding Products"at www.JamesHardie.com. • DO NOT use stain on James Hardie®products.James Hardie products must be painted within 180 days for primed product and 90 days for unprimed. 100%acrylic topcoats are recommended.Do not paint when wet.For application rates refer to paint manufacturers specifications.Back-rolling is recommended if the siding is sprayed. • Install James Hardie products with a minimum 6"clearance to the finished grade on the exterior of the building or in accordance with local building codes if greater than 6" is required(fig. 7). • Maintain a 1 '-2"minimum clearance between James Hardie products and paths,steps and driveways(fig. 8 and fig. 9) • At the juncture of the roof and vertical surfaces,flashing and counterflashing shall be installed per the roofing manufacturer's instructions. Provide a 1"-2"minimum clearance between the roofing and the bottom edge of the siding and trim(fig. 10) • Maintain a 1/4" clearance between the bottom of James Hardie products and horizontal flashing.Do not caulk gap(fig. 11). • Maintain a minimum 1"gap between gutter end caps and siding&trim (fig. 12). • When ending Artisan lap at the bottom of a window or at the top of a wall,a finishing strip similar to a starter strip maybe necessary to achieve a proper plank angle.Also when cutting Artisan lap around doors,windows,or other horizontal trim applications, an additional starter strip maybe necessary to achieve proper plank angle (fig. 13). • Install lockout flashing at roof-wall junctions(fig. 14). water-resistive „, stud water barrier � _ siding resistive barrier -- - —� deck material • j concrete 44-- J N , ,1"-2”min. — ----- . "-2"min foundation nail 1"-2" I II — — 111.00111111111111 flashing 4joist — �� flashing min. n` ti :I ledger Av lap / water resistive flashing ialII siding barrier -) gutter 'i Do Not rend - Caulk jt/4"gap _....._....._.._.. car _ • _ fascia —� ( starterte _ P flashing _� , '. 1"min. ®trim . siding boardr KICKOUT FLASHING step flashing /.! •� Because of the volume of water that can pour down a sloped roof,one of the most critical flashing elf adherin. .;, ';i9�. details occurs where a roof intersects a sidewall. The roof must be flashed with stepflashing. membran ',,�y- 1 o eaves inhering e Where the roof terminates,install a kickout to deflect water away from the siding. .r It is best to install a self-adhering membrane on the wall before the subfascia and trim boards are `t kickout flashin. nailed in place,and then come back to install the lockout.To prevent water from dumping behind the siding and the end of the roof intersection, install a"lockout" of sufficient length and angle to ( drip edge direct the water running down the roof away from the siding mg. 14).r water resistrve barrier r The illustration(figure 14(and associated text was reprinted with permission of THE JOURNAL OF LIGHT CONSTRUCTION.For subscription information visit www.jlconline.com. ART1104 P2.'8 8/11 • MINT P!,RlCFf!?±►!!!T lit TREATMENT JOINT PLACEMENT JOINT TREATMENT Artisan lap butt joints are not required to land on stud,it is Install factory finished tongue and groove edges together recommended that butt joints be placed 4"off stud(fig. 15). at butt joints using Joint Flashing (fig 16). Do not nail within 2"of tongue and groove at end of planks. Joint Flashing studnailin jo__ fleshing"" 24. 9 line water-resistive QC max battier 'c commended 1 1/4"ml 4"off stud ] , Artisan Overlap ° lap A!'T1 4RNTm ACCENT TRIM Artisan lap requires a trim thickness of 1 1/2"for proper aesthetics (figs. 17& 18). • Maintain a minimum 1" -2"clearance between Artisan Accent Trim and roofs,decks,paths,steps and driveways. Maintain a 1/4" clearance between Artisan Accent Trim and horizontal flashing. • 2 1/2"minimum 16 ga.finish nails may be used to attach Artisan TM Accent Trim to wood frame construction.ET&F or equivalent fasteners or screws may be used to attach Artisan Accent Trim to steel frame construction. • Fastening instructions are similar for all applications.When using finish nails,position nails no closer than 1/2"from the edges of the trim and for all other fasteners no loser than 3/4".Fasteners must be no closer than 1"from ends of trim and spaced a maximum of 16"o.c.Ensure trim is adequately fastened. Note:James Hardie'recommends installing trim boards so that seams are not visible from the front facing or street curb view(fig17). • Flashing is required over all horizontal protruding and exposed trim. 14-11/2''l 4Artisan"' Accent Trim top view Artisan" using Artisan''" Accent Trim Accent Trim front facing trim board 225° (see note above) weather cut 14—_31/2"-►I Board Pre-built corner Site Built Corners Other areas(e.g.window trim, Width band boards and fascia) 4„ 1 nail every 16" to attach boards together+ 2 nails every 16" 2 nails every 16" 2 nails every 16" each board 6„ 1 nail every 16" to attach boards together+ 3 nails every 16" 3 nails every 16" 3 nails every 16" each board As required by local building code. AAT1104 -P3,2 8:11 • For Corners,Band Boards,Windows,and Door Applications: Artisarr6'Accent*"Trim boards with Back Grooves can be installed with Flat Tabs(JH sku no.280154)and Corner Tabs(JR sku no.280155)which provide concealed fastening.Only Flat and Corner Tabs can be used with Artisan Accent Trim boards to create a concealed fastening.Additional framing may be required to ensure the Flat and Comer Tabs are fastened properly to the structure.Special attention should be paid to the framing when using a sheathing that does not have fastener holding equivalent to OSB or Plywood sheathing. Step 1: Attach Flat Tabs to the back side of the trim using four(4)18 ga.1/2"L x 1/4"W narrow crown corrosion resistant staples,equally spaced in one row,positioned no closer than 1/2"from trim edges using a pneumatic staple gun.(Figure 1) Step 2:For wood frame construction,attach the trim to the building with minimum 2,6d siding nails fastened through the HardieTrim Flat Tabs(Figures 2&3) ET&F or equivalent fasteners may be used to attach the Flat Tabs to steel frame construction.(Figures 2&3) Fastener spacing will vary based on application.Refer to fastener table on page 4.Refer to specific sections in these instructions for required fastener spacing by application(window,band board,etc.) Installation of HardieTrim tabs in Coastal Re€aions: James Hardie requires that stainless steel staples&fasteners be used when installing HardieTrim'.Tabs in coastal regions. lri15',111.1 is.,-Irt ,re's t' '1 7.** rir F e➢hr. rvn,LP$' R9r +7,,5;313x#'•Tr,r,^'tt.ra?'tt T 71Fx1pr. HardieTrim—tabs shall not come in direct contact with ACQ or CA preservative-treated wood.Refer to the General Fastening section of this document for further information. Fasten HardieTrim IMin4,Min 12� Fasten 4 staples to the center of the nailing edge minimumTab t 2". 7116" ----it OSBsiding withnails min 2,6d 1 • O HardieTrim'.Flat Tab HardieTrim'.Flat Tab Figure 19 Figure 20 TRIMMING CORNER Artisarr5'Accent*"Trim boards with back grooves are installed around corners by pre-building the corner off the wall with the Corner Tabs(JH sku no.280155). • Attach HardieTrim Corner Tabs to the back side of the trim using eight(8)-18 ga.1/2"L x 1/4"W narrow crown corrosion resistant staples using a pneumatic stapler.Ensure the HardieTrim Corner Tabs are fastened tight and straight to the trim boards.(Figure 4) • For wood frame construction,attach the trim to the building with 6d siding nails fastened through the Corner Tabs.ET&F or equivalent fasteners may be used to attach the Corner Tabs to steel frame construction. (Figure 22) • Attach a HardieTrim Corner Tab 1"from each ends and every 20"o.c. • TIP:Creating a jig for the work station is recommended to ensure the corners are fastened securely and straight. (Figure 24) , (1As, Use 4 staples per Fasten 2"x 4" I� i�III pieceof trim to (Corner studs Corner Tabs\ timber blocks HardieTrim'' fasten the L-shaped �, to a work bench Corner Tab tab to the pre-built ( ►• corner.Use the nail ( � Q 22.5°-45° line on the ( ►�• y weather cut _ tabs as a guide 11 ,'►�� Figure 21 SidingCorner Tab nail Artisan Fasten 2"x e stud Figure 22 Figure 23 Figure 24 Accent Trim to the timber blocks MI corner studs Artisanx'Accent'.'Trim boards with back grooves can also be installed directly to the building(fig.25) • around corners using 2-1/2"long minimum 16 ga. ' galvanized finishing nails every 16"o.c. wil g• 'Note:The 51/2"trim boards can only be installed rI directly to the building when used for corners. 2-1/2"Finish nail Figure 25 ART1104 -P4/8 1/1 • y ro TRIM APPLICATION FOR WINDOWS, DOORS Flashing needs to be tucked under the water & OTHEP )PENINGS resistive barrier and over Do not caulk between the Trim the opening prior to the installation of the siding(Figure 26). the Flat Tabs. siding and the Flashing. Water-resistive Barber 1/4"gap Place a Flat Tab at the end of each trim board and one tab every 16"OC. Attach the trim boards and Flat Tabs around the opening as shown in Figures 26 and 27. 11 lir III Figure 26 Figure 27 ---�� 1 Header piece spans the window . Side trim pieces go to including the side trim pieces. the top of the window. ., ,_ .7,-- I I 11 --:1 Bottom trim piece :1, is the width of theI . _____________----- -- Ili window. NOTE: Follow your window/door manufacturers •rr 0III installation instructions. Now orI 1t8"caulked gap is left between Figure 28 siding and the side trim pieces. A flashing is required over the trim and HardieTrimlM Flat Tabs.(Figure 28)Terminate ends of the Band Board into Trim or Siding or miter cut the edges of the trim at the corners of the building. Figure 29 Place a HardieTrimTM Flat Tab at the end of each trim board and one tab every stud at a maximum of 16"o.c. The HardieTrim1M Flat Tabs should be attached to the trim in an alternating pattern to Weather-resistive barrier the top and bottom of the band board(Figure 30,31). Use 16 ga.galvanized 2"long finish nails toI ensure proper if needed. Sheathing=-i I Artisan Lap Siding Fasten 4 staples to the center of the nailing ridge , -HardieTrimTM Flat Tabs fes`F____ _ L .--1/4"gap.Do not caulk. Flashing !I .----16"o.c.max ;r Figure 30 Blocking FE-, o HardieTrimTM Flat Tabs FORTI '---"-----Artisan Accent Trim Board Idol 16"o.c.max Figure 31 Iii.`\,, Caulk Flat Tabs Figure 32 Flush Flat and Corner Tabs Flat and Corner Tabs C,C ti el Siding nail Do not Only use staples to attaches tab under fasten Flat and Corner Tabs to the wall. drive nails. to the trim boards. 'Refer to your paint manufacturer fa washing and iecoating requirements related to paint performance. ART1104 -P5/8 lilt • 'GENERAL FASTENING REQUIREMENTS Fasteners must be corrosion resistant,galvanized,or stainless steel. Electro-galvanized are acceptable but may exhibit premature corrosion. James Hardie recommends the use of quality,hot-dipped galvanized nails. James Hardie is not responsible for the corrosion resistance of fasteners. Stainless steel fasteners are recommended when installing James Hardie products. Manufacturers of ACO and CA preservative-treated wood recommend spacer materials or other physical barriers to prevent direct contact of ACO or CA preservative-treated wood and aluminum products.Fasteners used to attach HardieTrim Tabs to preservative-treated wood shall be of hot dipped zinc-coated galvanized steel or stainless steel and in accordance to 2009 IRC R317.3 or 2009 IBC 2304.9.5." PNEUMATIC FASTENING James Hardie products can be hand nailed or fastened with a pneumatic tool.Pneumatic fastening is highly recommended. Set air pressure so that the fastener is driven snug with the surface of the siding.A flush mount attachment on the pneumatic tool is recommended. This will help control the depth the nail is driven.If setting the nail depth proves difficult,choose a setting that under drives the nail. (Drive under driven nails snug with a smooth faced hammer- Does not apply for installation to steel framing). • Consult applicable code compliance report for correct fasteners type and placement to achieve specified design wind loads. • NOTE:Published wind loads may not be applicable to all areas where Local Building Codes have specific jurisdiction. Consult James Hardie Technical Services if you are unsure of applicable compliance documentation. • Drive fasteners perpendicular to siding and framing. • Fastener heads should fit snug against siding(no air space) (fig. A). is.xn Cap and Face f ili€n Artisan Accent Trim" Figure 26 • Do not over-drive fastener heads or drive at an angle. • If fastener is countersunk,caulk fasteners hole and add a nail/fig. B) Flush HardieTrim'" • For wood framing,under driven fasteners should be hit flush to the plank Rat and Corner Tabs with a hammer(For steel framing,remove and replace nail). HardieTrim \ • Do not use aluminum fasteners,staples,or clipped head nails on . Flat and P m Q N 0 Corner Tabs Artisan Lap or when face nailing Artisan Accent Trim. Only use staples to fasten • Use the nailing line provided on the board for proper nail placement. siding nail attaches Do not under HardieTrim"Flat and Corner tab to the wall. drive nails. Tabs to the trim boards. Istud __�24" nailing line -•• I� u.C.max. water-resistive ` min.1'/4° l f barrier r b DN ILOLINEE overlap -- _T J .• ' blind nail AS LAP LINE _ ( t 11 11/4"mi I 111, overlap DO NOT USE NAIL LINE —I AS LAP LINE N 1, 0 water-resistive barrier I 1011.1) • I tI I water-resistive BLIND NAILING (required) barrier Wood Framing • Siding nail (0.09" shank x 0.221" HD x 2 1/4"long) Steel Framing Proper nail placement • Ribbed Bugle Head screw(No.8-18 x 0.323"HD x 1 5/8"long) • Do not nail within 2"of tongue and groove at end of planks. • Use the nailing line provided on the board for proper p s; r• ,r, n.. ,,r�.uf; nail placement. For best results use an Elastomeric Joint Sealant complying with ASTM C920 Grade NS,Class 25 or higher or a Latex Joint Sealant complying with ASTM C834.Caulking/Sealant must be applied in accordance with the caulking/sealant manufacturer's written instructions or ASTM C1193. James Hardie products must be painted within 180 days for primed product and 90 days for unprimed. 100% acrylic topcoats are recommended. Do not paint when wet. For application rates refer to paint manufacturers specifications. Back-rolling is recommended if the siding is sprayed.James Hardie recommends the use of flat paint on Artisan DO NOT use stain on James Hardie products.James Hardie products must be painted within 180 days for primed product and 90 days for unprimed. 100%acrylic topcoats are recommended.Do not paint when wet.For application rates refer to paint manufacturers specifica- tions. Back-rolling is recommended if the siding is sprayed. Caulk,paint or prime all field cut edges. Refer to your paint manufacturer tar washing and recoating requirements related to paint periormance. ART1104 -P6.18 1/11 r� �s !MI .s t"`AMV174. As a guide,it is recommended that normal maintenance tasks shall include but not be limited to: • Washing down the exterior surfaces every 6 to 12 months with a garden hose or low pressure water spray to remove dirt and debris.* • Re-applying of exterior finishes.* • Maintaining the exterior envelope and connections including joints,penetrations,flashings,and sealants(caulking)that may provide a means of moisture entry beyond the exterior cladding. • Cleaning out gutters,blocked pipes,and overflows as required. • Pruning back vegetation that is touching the building. Clearance between the siding and shrubs is recommended. • Ensuring required external ground clearances and drainage slopes are maintained. High pressure water blasts(e.g.pressure washers)and sand blasting will damage the surface of fiber cement.James Hardie does not recommend these methods of cleaning.Low pressure water spray,or a medium bristle(nonmetal)brush are more suitable for cleaning fiber cement products. iaOVEJ GE C IHT/E5rIMAUMI GW:' Number of 12' planks,Includes 5%waste factor. Coverage Area Artisan® lap width Less Openings Plank Width 51/4 71/4 8 1/4 1 SO=(100sq.ft.) Ex 'sure 4 6 7 1 27 18 15 2 53 35 30 3 79 53 45 4 105 70 60 5 132 88 75 6 158 105 90 7 184 123 105 8 210 140 120 9 237 158 135 10 263 175 150 11 289 193 165 12 315 210 180 13 342 228 195 14 368 245 210 15 394 263 225 16 420 280 240 17 447 298 255 18 473 315 270 19 499 333 285 20 525 350 300 This coverage chart is meant as a guide.Actual usage is subject to variables such as building design.James Hardie does not assume responsibility for over or under ordering of product. RECOGNITION: Artisan•'lap complies ASTM C1186 in so doing meets the Fibe,-Cement Siding code requirements in the 2006 Intonational Building Code'Section 1404.10,1405.15,and 1405.17.2;and the 2006 Intonational Residential Code for One-and Two-Family Dwellings Table R70.4 and section 11703.10.2.Supplementary code compliance details are found the Adrsar lap Code Compliance Sheet RECOGNITION: RECOGNITION:HardieTrim'boards may be installed as an equal alternative to conventional trim permitted for use in; the 1997 Unitorm Building Code,Section 601.5.5;the 1997 Standard Building Code,Section 1404.1;the 1999 BOCA National Building Code,Section 1407.2.2;2003 International Building Code,Section 1402.1,the 2003 Intematinnal Residence Code for One- and Two-Family-Dwellings,Section R703.1.the 2003 International Residence Code for One-and Two-Family-Dwellings,Section R703.1.and the 1998 International One-and-Two-Family Dwelling CodeSection 601.1. ART1104 -P7B 1111 N FASTENER TABLE Application Framing Material Fastener Fastener Max Tab Spacing Tab is nailed into (tab to framing) (tab to NT3 trim) (inches on center) Wood Stud One 6d corrosion resistant siding nail (minimum G=0.42) installed through center of flange into framing Four 18 ga.X 1/2" Two 4d ring shank corrosion resistant long X 1/4"wide Minimum APA rated siding nails equally spaced instated corrosion resistant 16 Flat Tab 7/16"OSB through flange into framing crown staples, equally spaced in One No.8 X 1"long X 0.323"head one row Minimum 20 diameter screw(corrosion resistant) gauge steel installed through flange into framing Wood Stud On each flange,Install one 6d minimum G=0.42) corrosion resistant siding nail through flange into framing For each piece of trim,install Four 18 Minimum APA rated On each flange.Install two 4d ring ga.X 1/2"long X Comer Tab 7/16"OSB shank corrosion resistant siding nails 1/4"wide corrosion 20 through flange into framing resistant crown staples,equally On each flange Install one No.8X 1" space in two rows Minimum 20 long X 0.323"head diameter screw gauge steel (corrosion resistant)through flange into framing Wind-Borne Debris Region: "Supplemental fasteners may be necessary when installing tabs in a Wind-Borne Debris Region,please call Technical Services 800-942-7343 with any questions." artisan ©2011 James Hardie Technology Limited.All rightsreservedTM,SM and denote trademarks aJamesHal'�le registered trademarks of James Hardie Technology Limited.The Artisan logo is a trademark of James Hardie Technology Limited. Additional Installation information,Warranties,and Warnings are available at www.artisanluxury.com /"RT1104 -PS/S 8/11 OFFICE COPY EVALUATION REPORT OF METAL SALES MANUFACTURING CORPORATION 'NOM 0.032" THICK ALUMINUM IMAGE H PANEL' z FLORIDA BUILDING CODE 6TH EDITION(2017) 0: 1!: ;9J>1 FLORIDA PRODUCT APPROVAL mow FL 11560.2-R3 N ROOFING > � METAL ROOFING wLu Z CO o cn Prepared For: Metal Sales Manufacturing Corporation 545 South 3rd Street, Suite 200 Louisville, KY 40202 Telephone: (502) 855-4300 Fax: (502)855-4200 Prepared By: Bala Sockalingam, Ph.D.,P.E. Florida Professional Engineer#62240 1216 N Lansing Ave., Suite C Tulsa, OK 74106 Telephone: (918) 492-5992 FAX: (866) 366-1543 This report consists of Evaluation Report(3 Pages including cover) Installation Details (1 Page) .,tSOCKlJrJ Load Span Table (1 Page) �+' �,P .`.. *4C 'J �f ... .•� Neff/�G :r No 62240 • =-o: * : * Report No. C2181-20;, TATE • -INOF • Date: 9.8.2017 �' �` '•L Q R t C? P••lc���� JJ�f *�� '� ��,y4t i•'7 i 1 i I ' i 1 ' t 1 I 4i v Ai 1 , i li i . ! 1 . . I 4 1 1 i 1 I ,. .: .. I ! i ,. FL 11560.2-R3 C2181-2 9.8.2017 Page 2 of 3 Manufacturer: Metal Sales Manufacturing Corporation Product Name: Aluminum Image II Panel Description: Max. 16" wide coverage with I" high ribs Materials: Nom. 0.032" thick 3004-H14 or 3105-H24 Alloy(ASTM B209). Deck Description: Min. 7/16" thick OSB, min. 15/32" thick Plywood or min. 3/4" thick wood plank (min SG of 0.42) for new and existing constructions. Designed by others and installed as per FBC 2017. Deck Attachment: 8d x 2.5" long ring shank nails or#8 x 2" long wood screws @ 6" o.c. (Minimum) in the deck field and edges. Designed as per FBC 2017. New Underlayment: Minimum underlayment as per FBC 2017 Section 1507.4.5.1. Required for new construction and optional for reroofing construction. Existing Underlayment: One layer of asphalt shingles over one layer of#30 felt. For reroofing (Optional) construction only. Slope: ,1/2:12 or greater in accordance with FBC 2017 Section 1507.4.2. Requires applied lap sealant for roof slopes less than 3:12. Design Uplift Pressure: 22.5 psf @ fastener spacing of 24" o.c. (Factor of Safety=2) 107.4 psf @ fastener spacing of 6" o.c. Fastener Pattern: #10-12 pancake head screws along panel seam. Fastener shall be of sufficient length to penetrate through the deck a minimum of/4". Test Standards: Roof assembly tested in accordance with UL580-94 (Rev 98) `Uplift Resistance of Roof Assemblies' & UL1897-98 `Uplift Tests for Roof Covering Systems'. Test Equivalency: The test procedures in UL 580-94 comply with test procedures prescribed in UL 580-06. The test procedures in UL 1897-98 comply with test procedures prescribed in UL 1897-12. Code Compliance: The product described herein has demonstrated compliance with FBC 2017 Section 1507.4. • Product Limitations: Design wind loads shall be determined for each project in accordance with FBC 2017 Section 1609 or ASCE 7-10 using allowable stress design. The maximum fastener spacing listed herein shall not be exceeded. The design pressure for reduced fastener spacing may be FL 11560.2-R3 • C2181-2 9.8.2017 Page 3 of 3 computed using rational analysis prepared by a Florida Professional Engineer or based on Metal Sales load span table. This evaluation report is not applicable in High Velocity Hurricane Zone. Fire classification is not within scope of this Evaluation Report. Refer to FBC 2017 Section 1505 and current approved roofing materials directory or ASTM E 1081UL790 report from an accredited laboratory for fire ratings of this product. Supporting Documents: UL580 &UL1897 Test Reports Farabaugh Engineering and Testing Inc. Project No. T209-11, Reporting Date 5/27/11 ao, ';25/15 NEW UNDERLAYMENT w (REQUIRED ONLY FOR MAX. 16" -I d NEW CONSTRUCTION) SEE DETAIL 1 EXISTING SHINGLES PANEL FASTENER (OPTIONAL) / r uF� SPACING PER ALLOWABLE ROOF PANEL \1 LI i UPLIFT LOAD TABLE. S x',. '',1,.}>> 3•. 1��1 f�1111�‘3�1','t?, 33315 ?.l;'ty�1V1ZZ1ZS+S)lllS't,1' `?,3',33.'h li \ 11 p EXISTING UNDERLAYMENT MINIMUM ATTACHMENT: OSB 7/16"THICK(MIN.)OR (OPTIONAL) PLYWOOD 15/32"THICK(MIN.) _ 8d• 2.5"LONG RING SHANK NAIL OR#8 4 2"LONG WOOD SCREWS MIN.2%_WOOD RAFTER/JOIST/ SPACED 0 6"O.C.IN FIELD& TRUSS AT MAX. 24"O.C. d EDGES O o O N 2-O TYPICAL PANEL INSTALLATION X—SECTION g aoo r yo �Nzl I aJm ?No NOM. 0.032"THICK a2ON ALUMINUM PANEL z1 S 4 '4'NEW UNDERLAYMENT (REQUIRED ONLY FOR ;:,L '^ NEW CONSTRUCTION) rc r /10 PANCAKE HEAD SCREWS = vi S EXISTING SHINGLES w d (OPTIONAL) •••••11j- h"_.Z1.11•11111111 4 - 0 Iks�����:���� Y: SMIOMNIIIIIBIOMMIMMENE- 1 W., EXISTING UNDERLAYAIENT GENERAL NOT . ^� "- ' (OPTIONAL) OSB 7/16"THICK(MIN.)OR 1.ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE o DETAIL 1 PLYWOOD 15/32"THICK(MIN.) 2.FLORIDA OFPANELS BUILDING ARECOE S HALL BE)NON.0.032"THICK ALUMINUM. MAX. COVERING WIDTH OF PANEL= 16". 3.THE ROOF PANELS SHALL BE INSTALLED OVER SHEATHING&STRUCTURE AS SPECIFIED ON THIS DRAWING. 4. REQUIRED DESIGN WIND LOADS SHALL BE DETERMINED FOR EACH PROJECT. THIS PANEL SYSTEM MAY NOT BE INSTALLED WHEN THE REQUIRED DESIGN WIND LOADS ARE GREATER THAN THE ALLOWABLE WIND LOADS SPECIFIED ON THIS DRAWING. 5.ALL FASTENERS MUST BE IN ACCORDANCE WITH THIS DRAWING&THE FLORIDA BUILDING CODE. IF A DIFFERENCE OCCURS BETWEEN THE MINIMUM REQUIREMENTS OF THIS DRAWING&THE CODE,THE CODE SHALL CONTROL. 6. RAFTERS/JOISTS/TRUSSES MUST BE DESIGNED TO WITHSTAND WIND LOADS AS REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTHERS. oawm1c-2 IA 218 r 1P 1 METAL SALES MANUFACTURING CORPORATION Aluminum Image II Uplift Loads • (Nom. 0.032" thick) Description Fastener Spacing Allowable Uplift along Panel Length Load (in) (psf) Coverage width: 16" 6 107.4 8 80.5 Panel Fastener: 10 64.4 #10-12 pancake head screws 12 53.7 14 46.0 16 40.3 18 35.8 20 32.2 22 26.8 24 22.5 Notes: 1. The bold numbers indicate design loads calculated from test data with safety factor of 2. 2. Panels must be installed as per Evaluation Report FL 11560.2 and Metal Sales current installation procedure. 3. Three or more spans condition. %%0,1 SO CI( 4", • 1. ........q ,, l tea. ° � .•�`CE/VS•. 0 No • x. . 62240 . ▪ C7• '• • STATE :C, OF 'r7 .ORlpl; ••, �wti it)LV.4e*L...igk` .95. 1216 N Lansing Ave.,Suite C Bala Sockalingam,Ph.D.,P.E. Tulsa,Ok 74106 FL 62240 918 492 5992 ' . ALUMINUM IMAGE II Condensed Reference 12" { 16" - C � _. 1" 1" 12" Coverage 16" Coverage Striations Striations 12" 16" — C — C -,__.L__ _II 11., j____ 12" Coverage 16" Coverage Minor Ribs Minor Ribs ARCHITECTURAL MINIMUM CONCEALED 12" OR 16" SOLID WOOD RESIDENTIAL FASTENERS COVERAGE SLOPE SUBSTRATE PANEL 3:12 PANEL OVERVIEW ► Finishes: PVDF and Mill Finish ► Material: 3105-H24 Aluminum per ASTM B 209 ► Thickness: 0.032" ► 12"or 16"panel coverage, 1"rib height ► Architectural concealed direct fasten integral standing rib roof panel ► Applies over solid substrate with 30 pound felt underlayment ,,' / ,1 ► Minimum roof slope: 3:12 / , /,i i ,�' / ,o",/ i //i// J/ p / / /�//. ,,,/// , / / / /// / / //,/ i /• '' / / .A/ ,i, , , , /// „, O / .,.'ii/i / / / ✓ ® Ali / 4/ -/ /• / ,,' //i/ / /' ///, l/ /////. ,/, ; �f / , ,// .✓ // //r; With Striations With Minor Ribs TESTING AND APPROVALS ► UL 2218,Class 4,Impact Resistance I. UL 790,Class A,Fire Resistance I. UL 263,Fire Resistance ► TAS 100,Wind Driven Rain ► UL 580/1897 Uplift Testing ► Texas Windstorm-Evaluation RC-398 . ► 2017 FBC Approval:FL11560.2 and FL 11560.3 � metal sales ► ICC Evaluation Report-ESR-2385 . manufacturing corporation . .. ALUMINUM IMAGE II CondensedTechnical Reference ATTACHMENT DETAIL GENERAL INFORMATION ► Length Underlap Panel Fastener Minimum factory cut length is 5'-0" #10 12 Pancake Head Wood Screw Maximum recommended panel length is 30'-0". Please inquire about longer panels. Image II Panel ► Fasteners / Overdriven fasteners will cause panel distortion. • Panel fasteners should extend 1/2"or more past the inside face of the support material. Type 304 Stainless Steel fasteners are recommended for any fastener that penetrates Aluminum. Type of fastener material is shown in parenthesis. Underlap Panel Fasteners: FASTENING PATTERN Attaching to Wood: #10-12 Pancake Head Wood Screw(Stainless Steel) #10-12 Pancake Head Wood Screw(Carbon Steel) Trim Fasteners: 1/8"x 3/16"Pop Rivet(Stainless Steel) #14-11 x 1"Stitch Screw(Stainless Steel) 1/4"-14 x 7/8"Stitch Screw(Carbon Steel) SECTION PROPERTIES ALLOWABLE UNIFORM LOADS, psf. (3 or More Equal Spans) Thick Width I Yield Weight I STop SBottom Outward Load in in ksi psf in4/ft in'/tt in'/ft 0.5' 1' 1.25' 1.5' 1.75' 2' 0.032 12 24 0.62 0.0370 0.0411 0.1963 107 79 64 50 36 22 0.032 16 24 0.57 0.0293 0.0314 0.1754 107 79 64 50 36 22 1. Theoretical section properties have been calculated per 2010 Aluminum Design Manual.I,STOP and S50.„,are section properties for deflection and bending. co 2. Allowable load is calculated in accordance with 2010 Aluminum Design Manual specifications considering bending,shear,combined o bending and shear,deflection and uplift load testing per UL 580 over 7/16"OSB. Values at 0.5'and 2'are based on test results.Other values N are determined by linear interpolation.Allowable load does not address web crippling or the performance of other fasteners or support 2 materials. 7J J 3. Deflection consideration is limited by a maximum deflection ratio of L/180 of span. Q 4. Allowable loads do not include a 1/3 stress increase in uplift. co N U) 2 © metal sales .116 Jacksonville, FL 800.394.4419 Seattle.WA 800.431.3470 manufacturing corporation metalsales.us.com Jefferson,OH 800.321.5833 Sellersburg,IN 800.999.7777 Anchorage,AK 866.640.7663 Detroit Lakes,MN 888.594.1394 Mocksville,NC 800.228.6119 Sioux Falls,SD 888.902.8320 Bay City.MI 888.777.7640 Fontana,CA 800.782.7953 Nashville,TN 800.251.8508 Spokane,WA 800.572.6565 Deer Lake,PA 800.544.2577 Fort Smith,AR 877.452.3915 Rock Island,IL 800.747.1206 Temple,TX 800.543.4415 Denver,CO 800.289.7663 Independence.MO 800.747.0012 Rogers.MN 800.328.9316 Woodland,CA 800.759.6019 405-2017 t IDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Ayers Residence Builder Name: McAneny Builders,LLC Street: 369 10th St Permit Office: Atlantic Beach City,State,Zip: Atlantic Beach,FL, Permit Number: Owner: Jurisdiction: 261100 Design Location: FL,MAYPORT_NS County: Duval(Florida Climate Zone 2) 1. New construction or existing New(From Plans) 9. Wall Types (3746.2 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Frame-Wood,Exterior R=19.0 3746.20 ft2 b.N/A R= ft2 3. Number of units,if multiple family 1 c.N/A R= ft2 4. Number of Bedrooms 4 d.N/A R= ft2 5. Is this a worst case? No 10.Ceiling Types (1707.0 sqft.) Insulation Area a.Roof Deck(Unvented) R=19.0 1707.00 ft2 6. Conditioned floor area above grade(ft2) 3411 b.N/A R= ft2 Conditioned floor area below grade(ft2) 0 c.N/A R= ft2 11.Ducts R ft2 7. Windows(923.2 sqft.) Description Area a.Sup:Attic,Ret:Attic,AH:Attic 6 221.91 a. U-Factor: Dbl,U=0.30 923.16 ft2 b.Sup: Attic,Ret:Attic,AH:Attic 6 221.52 SHGC: SHGC=0.25 b. U-Factor: N/A ft2 12.Cooling systems kBtu/hr Efficiency SHGC: a.Central Unit 27.5 SEER:17.00 b.Central Unit 27.5 SEER:17.00 c. U-Factor: N/A ft2 SHGC: 13.Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a.Electric Heat Pump 28.8 HSPF:9.60 SHGC: b.Electric Heat Pump 28.8 HSPF:9.60 Area Weighted Average Overhang Depth: 6.068 ft. Area Weighted Average SHGC: 0.250 14.Hot water systems a.Propane Tankless Cap: 1 gallons 8. Floor Types (3411.0 sqft.) Insulation Area EF:0.590 a.Slab-On-Grade Edge Insulation R=0.0 1707.00 ft2 b. Conservation features b.Floor Over Other Space R=0.0 1704.00 ft2 None c.N/A R= ft2 15.Credits Pstat Total Proposed Modified Loads: 86.90 PASS Glass/Floor Area: 0.271 Total Baseline Loads: 90.82 ...,............:. I hereby certify that the plans and specifications covered by Review of the plans and ;,• �IHE ST,�T 4,er.,.. this calculation are in compliance with the Florida Energy specifications covered by this ;.$'�p,�4..:;-,; : _ Pt+;« Code. ,pp�� calculation indicates compliance '� ?r .� r. f.. 79 with the Florida Energy Code. r F,:, ,,, ,,, "`" PREPARED BY: _ Before construction is completed z'.=i 7:11 DATE: _ 10/21/19 this building will be inspected for j: ,, a compliance with Section 553.908 ,•.. I hereby certify that this building, as designed, is in compliance Florida Statutes. '.,..'4,.. . I,), P . • with the Florida Energy Code. / '_,, 'Op WET .'-' OWNER/AGENT: BUILDING OFFICIAL: ' DATE: __ • it DATE: 112/ .1 G}' - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory-sealed in accordance with R403.3.2.1. -Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). OFFICE COPY 10/21/2019 9:46 PM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 1 of 5 4OFFICE COPY 2 PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH, FLORIDA (*REQUIRED) *Project Address: 3(.`t 10 STQEET ATL t< EAC_V\ FL- 3ZZ ).) Permit#: gesiq + d 307 *Owner/Project Name: AL?C1LS Q S i�JE�CF As required by Florida Statute 553.842 and Florida Administrative Code Rule 9B-72,please provide the information and product approval number(s)for the building components listed below as applicable to the building construction project for the permit number listed above. You should contact your product supplier if you do not know the product approval number for any of the applicable listed products. Information regarding statewide product approval may be obtained at:www.floridabuilding.org. Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# A.EXTERIOR DOORS 1.Swinging M q Z V► OtT s1/4.) , FQ 00.1 z v►s.) F'L`{8b9 .�g 2.Sliding 3.Sectional 4.Garage Roll-Up 5.Automatic 6. Other B.WINDOWS 1.Single hung 2. Horizontal slider 3. Casement ^'\krLv„u CASE- Loi? 103 ti Z 4. Double hung 5. Fixed , kvEU �A C l P�C(t)I'G Lat) FL I D 3 ZS. 1 6.Awning 7. Pass-through 8. Projected 9. Mullion 10.Wind breaker 11. Dual action 12. Other Page 1 of 4 Updated 10/17/18 Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# C. PANEL WALL 1.Siding S'q l N4 « autuau(, - j_O y 7 . 1 2. Soffits Sq•-c Hanle (Wtt..At1.t. So ►TC 13Z(-S 1 3. EIFS 4.Storefronts 5. Curtain walls 6.Wall louvers 7. Glass block 8. Membrane 9. Greenhouse 10. Synthetic stucco 11. Other D. ROOFING PRODUCTS 1.Asphalt shingles � q� l sYvkis tx SLk%mCLE.) "Lon F.L 101Z._(-1 2. Underlayments -it(Arc YE.E.L+s-nuc- e_01--) Pt_ I OCZ[- . 3. Roofing fasteners 4. Nonstructural metal roof 5. Built-up roofing 6. Modified bitumen 7.Single ply roofing 8. Roofing tiles 9. Roofing insulation • 10.Waterproofing 11.Wood shingles/shakes 12. Roofing slate 13. Liquid applied roofing 14. Cement-adhesive coats 15. Roof tile adhesive 16. Spray applied polyurethane roof 17. Other Page 2 of 4 Updated 10/17/18 Category/Subcategory Manufacturer Product Description Limitation of Use State# Local if E.SHUTTERS 1. Accordion 2. Bahama 3.Storm panels 4. Colonial 5. Roll-up 6. Equipment 7. Other F.STRUCTURAL COMPONENTS 1.Wood connector/anchor 2.Truss plates S,_ '"�C- 3. Engineered lumber 4. Railing 5. Coolers-freezers 6. Concrete admixtures 7. Material 8. Insulation forms 9. Plastics 10. Deck-roof 11.Wall 12. Sheds 13. Other G.SKYLIGHTS 1.Skylight 2. Other H. NEW EXTERIOR ENVELOPE PRODUCTS 1. 2. Page 3 of 4 Updated 10/17/18 In addition to completing the above list of manufacturers, product description and State approval number for the products used on this project, the Contractor shall maintain on the job site and available to the Inspector, a legible copy of each manufacturer's printed specifications and installation instructions along with this Product Approval Sheet. I certify that this product approval list is true and correct to the best of my knowledge. I further certify that use of different components other than the ones listed in this document must be approved by the Building Official. *Contractor Name (Print Name): LED,...) -D ^Ckv..)CU`1 *Contractor Signature: *Company Name: (`'‘c )'JC.(..) UCX LLL *Mailing Address: G (cO PPtvc S 1 G► *City: jot LC *State: rL *Zip Code: 3Z-O(( *Telephone Number: 504 _ �� Ol " t?3(, *E-mail Address: e"" / Noe/0Y 114-0 2S. Co✓t'I Cell Phone Number: °LOCI Z ' 30(7 I Fax Number: Page 4 of 4 Updated 10/17/18 11/12/2015 Florida Building Code Online � ` cum s' ". -'vr i ck I�j{ •.�, .,FaAe S • a f; alLzJill,tA?�� i' � ..� .. sW`>i `<. Y:; t,(y�..�.,_'�► , l:_' •FRolvitiab'8 j er fv.d3e.,vrtrywo BCiS Home tog in ! User Registration ; Hot Topics Submit Surcharge ; Stats&Facts Publications ; F8C Staff SCIS Site Map i Links Search �(B/�usiine t(j/�`}1 lProduct Approval OF O copy y I ro essl l lal USER:9ubRC User Regulation UcroserRdc:dr,P,otah b!r1r. Product Approval Menu>Product or Application Search>Application Ust>Application Detail g-WSes- FL# FL13192-R4 Application Type Revision Code Version 2014 Application Status Approved Corrrrlents Archived Product Manufacturer James Hardie Building Products, Inc. Address/Phone/Email 26300 La Alameda Ste. 250 Mission Viejo,CA 92691 (909)349-2927 pingsheng.zhu@jarneshardie.com Authorized Signature Pingsheng Zhu pingsheng.zhu @jameshardie.c om Technical Representative Pingsheng Zhu Address/Phone/Email 10901 Elm Ave. Fontana,CA 92337 (909)349-2927 pingsheng.zhu@jameshardle.com Quality Assurance Representative Pingsheng Zhu Address/Phone/Email 10901 Elm Ave. Fontana,CA 92337 (909)349-2927 pIngsheng,zhu@jameshardte.com Category Panel Walls Subcategory Siding Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report- Hardcopy Received Florida Engineer or Architect Nerve who developed the Ronald I.Ogawa Evaluation Report Florida License PE-24121 Quality Assurance Entity Intertek Testing Services NA Inc. - ETL/Wamock Hersey Quality Assurance Contract Expiration Date 01/01/2016 Validated By John Southard, P.E. o' Validation Checklist- Hardcopy Received Certificate of Independence FL13192 R4 COI RIO- Certificate of Indeoendence.PDF Referenced Standard and Year(of Standard) glAwiREd Veal• ASTM C1186 2007 ASTM E330 2002 Equivalence of Product Standards certified By Florida Licensed Professional Engineer or Architect FL13192 R4 Eaulv ASTf4 C1186 Eoulvalencv Sianed.odf Sections from the Code https:f/WMV.floridabuilding.org/prlpr app dU.aspXtpararnFwGEVXOWDgtak%2bGnUu47ogxrroHRnH11D4CXM1KRgKDf7RrxWWZsbgA%3d%3d 1/3 11/1212015 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 08/17/2015 Date Validated 08/26/2015 Date Pending FBC Approval 09/07/2015 Date Approved 10/16/2015 Surnmary_f Products FL# Model,Number or Name Description 13192.1 i Cernpiank Lap Siding fiber-cement lap siding Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13192 R4 II ER R1O-2553-15 Plank metal wood,pdf Approved for use outside HVHZ:Yes 1113192 R4 11 ER R10-2557-15 Plank Shingle CMU.odf Impact Resistant:N/A F113192 R4 11 ER RIO-2577-15 Plank to WSP Sheathing.odf Design Pressure:N/A 1113192 R4 Ii Install CerrPlank Sidino,odf Other:For use in HVHZ install In accordance with NOA 15- 1113192 R4 II NOA 15-0122.04,odf 0122.04. Verified By:Ronald I.Ogawa 24121 Created by independent Third Party: No Evaluation Reports 1113192 R4 AE ER RIO-2553.15 Plank metal wood.odf 1L13192 R4 AE ER R10-2557-1S Plank Shingle CMU.pdf F113192 R4 AE ER RIO-2577-15 Plank to WSP Sheathing.odf FL13192 R4 AE NOA 15.0122.04.odf Created by Independent Third Party:Yes 13192.2 tHardiePlank Lap Siding fiber-cement lap siding Limits of Use Installation Instructions Approved for use In HVHZ:Yes F113192 R4 II ER R10-2553-15 Plank metal wood.odf Approved for use outside HVHZ:Yes FL13192 R4 II ER RIO-2557-15 Plank Shingle CMU.odf Impact Resistant:N/A FL13192 R4 II ER RIO-2577-1S Plank to WSP Sheathing.odf Design Pressure:N/A 1113192 R4 Ii install HardlePlank Sidino.pdf Other:For use in HVHZ install in accordance with NOA 15- 1113192 R4 iI NOA 15-0122.04.odf 0122.04. Verified By: Intertek Testing Services NA Ltd. Created by Independent Third Party: No Evaluation Reports F113192 R4 AE ER R10-2553-15 Plank metal wood.odf F113192 R4 AF ER R10-2557-15 Plank Shingle CMU.odf i 1113192 R4 AE ER R10-2577-15 Plank to WSP Sheathing.odf i 1L13192 R4 AE NOA 15-0122.04.odf Created by Independent Third Party: Yes 13192.3 HardieShingle Individual Shingles fiber-cement individual cladding shingles Limits of Use Installation Instructions 1 Approved for use in HVHZ:No F113192 R4 11 ER RIO-2555-15 Shingle metal wood.pdf Approved for use outside HVHZ:Yes FL13192 R4 II Install HardieShinale Sidino.odf Impact Resistant: N/A Verified By:Intertek Testing Services NA Ltd. Design Pressure:N/A Created by Independent Third Party: No i Other: Evaluation Reports I FL13192 R4 AC ER RIO-2555-15 Shingle metal wood.odf Created by Independent Third Party:Yes { -1 13192.4 i HardieShingte Panel fiber-cement notched shingle panels(straight edge,staggered l edge,half round edge) ILimits of Use Installation Instructions ! Approved for use In HVHZ:No F113192 R4 Ii ER Ri0-2555-15 Shingle metal wood.odf • I Approved for use outside HVHZ:Yes 1113192 R4 it ER R10-2557-15 Plank Sfringle CMU.odf Impact Resistant:N/A FL13192 R4 H install HardieShinole_Sldlno.odf Design Pressure:N/A Verified By: Intertek Testing Services NA Ltd. Other: Created by Independent Third Party: No Evaluation Reports j FL13192 R4 AE ER RIO-2555-15 Shingle metal wood.odf ' 1L13i92 R4 AE ER RIO-2557-15 Plank Shingle CMU.odf Created by Independent Third Party:Yes i i 13192.5 Prevail Lap siding fiber-cement tap sluing Limits of Use Installation Instructions Approved for use In HVHZ:Yes I f113192 R4 Ii ER R10-2553-1S Plank metal wood.odf I Approved for use outside HVHZ:Yes F113192 R4 II ER RIO-2557-15 Plank Shingle CMLLPdf Impact Resistant:N/A fL13192 R4 Ii ER R10-2577-15 Plank to WSP Sheathing•odf I Design Pressure:N/A F113192 R4 II install Prevail lap Srding.odf I Other:For use in HVHZ Install in accordance with NOA 15- 1113192 R4 iI NOA i5-0122.04.ndf 0122.04. Verified By: Intertek Testing Services NA Ltd. Created by Independent Third Party: No Evaluation Reports F113192 R4 AE ER R10-2553-15 Plank metal wood.odf 1 FL13192 R4 AE ER RiO-2557-15 Plank Shingle CMU.odf F113192 R4 AE ER RIO-2577-15 Plank to WSP Sheathing.odf FL13192 R4 AE NOA 15-0122.04.ad( . haps://www.floridabuliding.org/pr/pr app dtl.asp)(paran AGEVXLMADgtsk%2bGnUu47cgxmaFIRnHIID4C)OrAiKRgKDRRrxiNwZsbgA%3d%3d 2/3 11/12/2015 Florida Building Code Online I Created by Independent Third Party:Yes J Contact Us::1940 North Monroe Street.Tallahassee FL 35399 Phone:850.487-1824 The State of Florida Is an AA/EEO employer.Convriahl 5007-1013 State of Florida ::privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.'Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department lath an email address If they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not vrsh to supply a personal address,please provide the Department vIth an email address Witch can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: Al ® eCMcli LE scsuritv'l1 t Ms s Cre•tt arFE • https://w w.floridabuilding.org/pr/pr app dtl.asp:?parart7=v4EVXOWDgtsk%2bGn1.1u47oci onaHRnHIID4CX►tifiKRgKDf7Rr WwZsbgA%3d%3d 3)3 • 11/12/2015 Flaida Building Code Online •y Sy- -iro. Z.:.4 ire 4: � sr� + t 4eg- c+ ^�+• mss^ rowing*. AQOQ(S47lE. t.'Rt)7IeIE(gdri �'�..�..�-•� - ;'�, �i _gid..-:��w`�� Y. -fir �K£._-• 1'0.iifa(kp"rr,-nt f BCIS Home 1.09 In User Registration Hot Topics i Submit Surcharge i Stats&Facts Publications I FRC Stat! BCIS Site Flap Links Search Busines /(e) product Approval Professional USER:Public User Regulation Izsru tfuxr' z.arrAY Product Approval Hens>product or Applica iOn Search>Application List>AppScatlon Detail Ypr4W' r ti FL13223-R3 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer James Hardie Building Products,Inc. Address/Phone/Email 26300 La Alameda Ste.250 Mission Viejo,CA 92691 (909)349-2927 pingsheng.zhu@jameshardle.com Authorized Signature Pingsheng Zhu pingsheng.zhu@jarneshardie.com Technical Representative Pingsheng Zhu Address/Phone/Email 10901 Elm Ave. Fontana,CA 92337 (909)349-2927 pingsheng.zhu@jameshardie.com Quality Assurance Representative Pingsheng Zhu Address/Phone/Email 10901 Elm Ave. Fontana,CA 92337 (909)349-2927 ping sheng.zhu@jamesh and le.com Category Panel Walls Subcategory Siding Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer e Evaluation Report- Hardcopy Received Florida Engineer or Architect Mame who developed the Ronald I.Ogawa Evaluation Report Florida License PE-24121 Quality Assurance Entity intertek Testing Services NA Inc. - ETL/Wamock Hersey Quality Assurance Contract Expiration Date 01/01/2016 Validated By John Southard,P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL13223 R3 COI RIO- Certificate of Indeoendence.PDF Referenced Standard and Year(of Standard) standard ASTM C1186 2007 ASTM E330 2002 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13223 R3 Eouiv ASTM C1186 Eaulvalencv Sktned.odf Sections from the Code https://wy.w.floriciabuilding.org/pr/pr_app elites p gpararrFwGEVXQwtDgvRlebsvZ66FCwkdpAghfYHGjGIt%2bDQWYGr3rg3YYx0t3Q%a3d%3d 112 11/12/2015 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 08/17/2015 Date Validated 08/26/2015 Date Pending FEC Approval 09/07/2015 Date Approved 10/16/2015 Summary of Products ---.Y__ fFL# Model,Number or Name Description 13223.1 Cerrpanel Siding fiber-cement panel siding --- — _ — __ Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL13223 R3 II ER RIO-2556-15 Panel metal-wood.Ddf Approved for use outside HVHZ:Yes FL13223 R3 II ER RIO-2578-15 Panel to Furring.odf Impact Resistant:Yes FL13223 R3 II Install Cerroanel Siding,odf Design Pressure:N/A F113223 R3 Ii NOA 15-0122.04.odf Other:For use Inside a HVHZ Install fn accordance with NOA 15- Verified By:Created by Independentntek s Testing Services ervicd sNA LNA td. 0122.04 Evaluation Reports FL13223 R3 AE ER R10-2556-15 Panel metal-wood.Ddf F113223 R3 AE ER R10-2578-15 Panel to FUrrinQ.Ddf FL13223 R3 AE NOA 15-0122,04,0cl( Created by Independent Third Party:Yes i 17--- 13223.2 I HardiePanel Siding — fiber cement panel siding Limits of Use Installation Instructions Approved for use in HVHZ:Yes F113223 R3 II ER R10-2556-15 Panel metal-wood.ndf Approved for use outside HVHZ:Yes FL13223 R3 II ER RIO-2578-15 Panel to Furrinc.Adf Impact Resistant:Yes F113223 R3 Ii Install HardiePanel Sldino.odf Design Pressure:N/A F113223 R3 11 NOA 15-0122.04.Ddf Other:For use Inside a HVHZ install in accordance with NOA 15- Verified By: Inteitek Testing Independent Third Party: NA Ltd. 0122.04. Created byNA Evaluation Reports FL13223 R3 AE ER Ri0-2556-15 Panel metal-wood.odf FL13223 R3 AE ER R10-2578-15 Panel to Fur ino.Ddf FL13223 R3 AE NOA 15-0122.04.odf Created by Independent Third Party:Yes 13223.3 1 Prevail Panel Siding fiber-cement panel siding Limits of Use Installation Instructions i Approved for use in HVHZ:Yes I FL13223 R3 II ER RIO-2556-15 Panel metal-wood.Odf Approved for use outside HVHZ:Yes i FL13223 R3 lI ER RIO-2578-15 Panel to Furrino.odf Impact Resistant:N/A , FL13223 11.3 II Install Prevail Panel Sidino.odf ! Design Pressure:N/A I FL13223 R3 II NOA 15-0122.04.pdW Other:For use Inside a HVHZ Install In accordance with NOA 15- I Verified By: Intertek Testing Services NA Ltd. 0122.04. 1Created by Independent Third Party: No Evaluation Reports , IFL13223 P3 AE ER RIO-2556-15 Panel metal-wood.odf F113223 R3 AE ER R10-2578-15 Panel to FuninA.odf F113223 R3 AE NOA 15-0122.04,Ddf I Created by Independent Third Party:Yes I il:arlci it:.,xti Contact Us:: t940 North Monroe Street,Tallahassee Ft.32399 phone:850-487-1824 The State of Florida Is an ANSEO employer.Copyright 2007-2013 State of Florida ::privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.if you do not went your a-mall address released In response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional malt.If you have any questions,please contact 850.487.1395.'Pursuant to Section 455.275(11,Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department Wt)an email address If they have one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do riot wish to supply a personal address,please provide the Department with an Chapter address rich a dhes be made available to the public.To determine II you are a licensee under Product Approval Accepts: RE:i® Im i® Seturitystiamt. Credit ter https:/A W.11Oridabuildirtg.orglprlpr app dtl.aspapararn=wGEVXQwleg4RE6bsvZ66FOKTIpAghfYHGjG1t%2bOQvVYGr31sW1DSQ%3d%3d 2/2 11/12/2015 Florida Building Code Online ina;:=:-,:'' r `"'.. ,.�r s. ",kms- ��-``iL2-+` � �r"f`9 r Y '--, •• „ A. 'dU'r 'tll� r1 g a 1 3-., ..,,,.;sr..-..' � + - �.. -- vsr_:S:.... rOOPItOiltgwow*• aelloRn$IG ;441iJAcIAll.ta I (131kc2itrrent<. BCIS Home Log In User Registration i Hot Topics ' Submit Surcharge ' Stats&Facts I Publications 1 FIC Stall BCtS Site Map i links Search Busines ( ) Professi l l l ±. Product Approval ,ta. USER:Public User Regulation ��a� Ur IN.,.ly&sae,'1y Product Approval Menu>Product or Application Seartb>Aoolication List>Applcatlon Detail 44.4 � w.,4-4041.1,40-t-,, FL# FL13265-R2 •-?,_,,: „s..r__.--.��=.-=� Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer James Hardie Building Products, Inc. Address/Phone/Email 26300 La Alameda Ste. 250 Mission Viejo,CA 92691 (909)349-2927 pingsheng.zhu@Jameshardle.com Authorized Signature Pingsheng Zhu pingsheng.zhu@jameshardle.com Technical Representative Pingsheng Zhu Address/Phone/Email 10901 Elm Ave. Fontana,CA 92337 (909)349-2927 pingsheng.zhu@jameshardie.com Quality Assurance Representative Pingsheng Zhu Address/Phone/Email 10901 Elm Ave. Fontana,CA 92337 (909)349-2927 pingsheng.zhu@jameshardie.com Category Panel Walls Subcategory Siding Corrpiiance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer u' Evaluation Report- Hardcopy Received Florida Engineer or Architect Narne who developed the Ronald I.Ogawa Evaluation Report Florida License PE-24121 Quality Assurance Entity lntertek Testing Services NA Inc. - ETL/Wamock Hersey Quality Assurance Contract Expiration Date 01/01/2016 Validated By John Southard,P.E. Validation Checklist- Hardcopy Received Certificate of Independence FL13265 R2 COi RIO- Certificate of fndeoendence.odf Referenced Standard and Tear(of Standard) stanoarg Year ASTM C1186 2007 ASTM E330 2002 Equivalence of Product Standards Certified 8y Florida Ucensed Professional Engineer or Architect fL13265 R2 Epuiv ASTM C1185 Equivatencv Slgned,pdf Sections from the Code https:(AVAw.foridabUildingDrg/pr/pr_app dil.aspXtparamFv/GEVXOt+4Dgvftk6bsvZ66FOMz7xGf'gWne9YuS%2bAeriW7KTaV2gCeCpg%3d%3d 1/2 • 11/12/2015 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 04/23/2015 Date Validated 04/30/2015 Date Pending FBC Approval 05/11/2015 Date Approved 06/22/2015 Summary of Products FL# Model,Number or Name Description 13265.1 HardieSoffit Panels HardleSoffit Panels,Cerrsoffit Panels; fiber-cement soffit panels Limits of Use Installation Instructions Approved for use In HVHZ:Yes fL13265 R2 II ER RIO-2554-15 Soffit wood metal,pdf Approved for use outside HVHZ:Yes f113265 R2 it Install HardieSoffit Panel.pdf Impact Resistant:N/A F113265 R2 II NOA 1S-0122.04.odf Design Pressure:N/A Verified By: Intertek Testing Services NA Ltd. Other:For use In HVHZ Install in accordance with NOA 15- Created by Independent Third Party:No 0122.04. Evaluation Reports f113265 R2 AE ER R10-2554.15 Soffit wood metai.odf f L13265 R2 AE NOA 15-0122 04.pdf Created by Independent Third Party:Yes Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Coovrioht 2007-2013 State of Florida,::privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mall.it you have any questions,please contact 850.487.1395.•Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The smalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please dick here. Product ApprovalAccepts: 071 saxuritv>u t ru Cret ar E https:/hw,w.11oridabuildtrg.org/prfpr app_till.aspepararrFwGEVXQvrtOqN2l6bsvZ66fONiz7xGPglcle9YuS%2bAwIW7KTav2gCcCpg%3d%3d 212 • 11/12/2015 Florida Building Code Online a' .,.-�-ter�Ya v • • h8 Y'4 w-ec y 'rr=W, mutitapow- . o3kB_Pfata1oe3 90.Y7ACi.014P11 nolkti L aCIS Home ; Log In I User Registration I Hot Topics i Submit Surcharge Stats&Facts ; PublicatIons FBC Staff I &CIS Site Map I Links Search Business$'(Q) Professibna! ;iProduct Approval USER:Pub11c User Regulation iknxe[Pgn;i}Br9datfrh4. Product Approval Menu>product Or Application Search>Application LIST>Application Detail r 'T a;.=^%. FL# FL10477-R3 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer James Hardie Building Products, inc. Address/Phone/Email 26300 La Alameda Ste. 250 Mission Viejo,CA 92691 (909)349-2927 pingsheng.zhu@jameshardie.com Authorized Signature Pingsheng Zhu pingsheng.zhu@jameshardie.com Technical Representative Pingsheng Zhu Address/Phone/Email 10901 Elm Ave. Fontana,CA 92337 (909)349-2927 pingsheng.zhu@jameshardie.com Quality Assurance Representative Pingsheng Zhu Address/Phone/Email 10901 Elm Ave. Fontana,CA 92337 (909)349-2927 pIngsheng.zhu@jarreshardie.com Category Panel Walls Subcategory Siding Compliance Method Certification Mark or Listing Certification Agency Intertek Testing Services NA inc. - ETL/Wamock Hersey Validated By John Southard, P.E. ✓ Validation Checklist - Hardcopy Received Referenced Standard and Year(of Standard) Standard Year ASTM C1186 2002 ASTM E136 2004 ASTM E330 2002 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Approved Certification Agency Florida Licensed Professional Engineer or Architect FL10477 R3 Eauiv ASTM C1186 Equivalencv.odf FL10477 R3 Eauiv ASTM E136 Eauivalencv Signed.Pdf Product Approval Method Method 1 Option A hltps:/ANww.ftoridabuildng.org/pr/pr app d8.asp!?pararn=v[GEVXQIMDqudsDrlH61487TCmAClannkGbfubPdtdtAgzQ89kTQgGmQ%3d%3d 1/2 11/12/2015 Florida Building Code Online Date Submitted 04/23/2015 Date Validated 04/30/2015 Date Pending FEC Approval Date Approved 05/11/2015 Summary of Products FL# Model,Number or Name Description 10477.1 Artisan®Lap Siding 5/8 inch thick fiber-cement horizontal lap siding with tounge and groove end joints. Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL10477 R3 C CAC Artisan Lap ATM.pdf Approved for use outside HVHZ:Yes FL10477 R3 C CAC Miami Dade NOA 15-0122.03.odf Impact Resistant:N/A Quality Assurance Contract Expiration Date Design Pressure:N/A 01/01/2016 Other:For use in HVHZ install in accordance with Miami Dade Installation Instructions County Florida NOA 15-0122.03; For use outside HVHZ install in F110477 R3 Ii Artisan Installation Instruction,odf accordance with manufacturer's installation instructions. FL10477 R3 II Miami Dade NOA 15-0122.03.pdf Verified By: Intertek Testing Services NA Inc. - ETL/Wamock Hersey Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Contact us:: 1940 North Monroe Street,Tallahassee FL 32399 phone:850.487-1824 The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.'Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emalls provided may be used forawdal communication with the licensee.however email addresses are public record.If you do not wish to supply a personal address,pfease provide the Department with an email address which ran be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please dick pore. Product ApprovalAccepts: ® 2ec se uric•.st I LW,. • https:lAw.w.floridabuiiding.Drg/pr/pr app dti.asp>Opararn=wGEVXQwtOqudsD►if161487TCmACxrwkGbnubpdidtAgz4B9kTQgGn1Q%3d°/gad 2/2 ����,��� Code Compliance Research Report Total Quality.Assured. CCRR-1063 OFFICECOPY Revision Date:09-25-2017 Renewal Date: 01-01-2018 DIVISION:07 00 00—THERMAL AND MOISTURE 2.0 STATEMENT OF COMPLIANCE PROTECTION Section:07 21 00—Thermal Insulation SEALECTION® 500 complies with the Codes listed in Section 1.1, for the properties stated in Section 1.2, and uses stated REPORT HOLDER: in Section 1.3, when installed as described in this report, Demilec USA,Inc. including the Conditions of Use stated in Section 6. 3315 E.Division Street Arlington,TX 76011 (817)640-4900 3.0 DESCRIPTION www.demilec.com infor@demilec.com 3.1 Materials: REPORT SUBJECT: 3.1.1 SEALECTION® 500: SEALECTION® 500 is a two- SEALECTION®500 Spray-Applied Polyurethane Foam component, open-cell, spray-applied foam plastic Insulation insulation. The insulation is produced in the field by combining an isocyanate(Component A)with a proprietary 1.0 SCOPE OF EVALUATION resin (Component 8), resulting in insulation with a nominal density of 0.5 pcf. Both insulation components have a shelf 1.1 This Research Report addresses compliance with the life of one year when stored in unopened containers at following Codes: temperatures between 50°F and 100°F before installation. 2015,2012,and 2009 International Building Code®(IBC) 2015,2012,and 2009 International Residential Code® 3.1.2 Intumescent Coatings: (IRC) 2015,2012,and 2009 International Energy Conservation 3.1.2.1 BlazelokTM IB4: Blazelok1' 184, manufactured by Code®(IECC) TPR2 Corporation, is a one-component, water-based liquid coating with specific gravity of 1.3. Blazelok'" 184 is NOTE: This report references 2015 Code sections with supplied in 5-gallon pails and/or 55-gallon drums and has a [2012 and 2009] Code sections shown in brackets where shelf life of one year when stored in factory-sealed they differ. containers at temperatures between 45°F and 90°F. 1.2 SEALECTION®500 has been evaluated for the following 3.1.2.2 Andek Firegard': Andek Firegard, manufactured properties(see Table 1): by Andek Corporation, is a one-component, water-based Surface-burning characteristics coating with specific gravity of 1.37. Andek Firegard is Thermal resistance supplied in 5-gallon pails and has a shelf life of one year Physical properties when stored in factory-sealed containers at temperatures Air Permeability between 45°F and 90°F. Alternatives to thermal barriers Alternatives to ignition barriers 3.1.2.3 No-Burn® Plus XD: No-Burn® Plus XD, manufactured by No-Burn, Inc., is a translucent aqueous 1.3 SEALECTION®500 has been evaluated for the following liquid in 1- and 5-gallon pails and 55-gallon drums. The uses(see Table 1): coating has a shelf life of three years when stored in a Use as nonstructural insulation on or in interior and factory-sealed container at temperatures between 40°F exterior walls,floors,and under roof decks and 90°F. Use in Type I,11,111,IV,and V construction under the IBC and construction under the IRC 545 E.Algonquin Road•Arlington Heights•Illinois•60005 intertek.com/building Intertek PCA-101 Version*6 Apri 2017 SFT-CCRR•OP-40b Code Compliance Research Report CCRR-1063 Page 2 of 7 3.1.2.4 Blazelok'" TBX: Blazelole® TBX, manufactured by foam plastic insulation must not be used in electrical outlet TPR2 Corporation, is a one-component, water-based liquid or junction boxes, or in contact with rain or water. The coating with specific gravity of 1.3. BlazelokT® TBX is insulation is not intended for installation to the exterior of supplied in 5-gallon pails and/or 55-gallon drums and has a below-grade walls or beneath slabs-on-grade. The shelf life of one year when stored in factory-sealed substrate must be free of moisture, frost or ice, loose containers at temperatures between 45°F and 90°F. scales, rust, oil, and grease. The insulation must be protected from the weather during and after application, 3.1.2.5 DC 315 Fireproof Paint: DC315, manufactured by unless approved specifically by Demilec USA. International Fireproof Technology, Inc., is a one- component, water-based, liquid coating with a specific 5.2 Application: The insulation is spray-applied on the gravity of 1.3. DC 315 is supplied in 5-gallon pails and/or jobsite using spray equipment specified in Demilec USA 55-gallon drums and has a shelf life of one year when published installation instructions. SEALECTION® 500 can stored in unopened factory-sealed containers between be installed in one pass(or lift). Where multiple passes(or 50°F to 80°F. lifts) are required, the cure time between passes is negligible. 4.0 PERFORMANCE CHARACTERISTICS 5.3 Thermal Barrier: 4.1 Surface-burning Characteristics: When tested in accordance with ASTM E84 at a maximum thickness of 5.3.1 Application with a Prescriptive Thermal Barrier:The 4 inches, the insulation has a flame-spread index of 25 or insulation must be separated from the interior of the less and a smoke-development index of 450 or less. building by an approved thermal barrier of 1/2 inch thick SEALECTION®500 can be installed at greater thicknesses as gypsum wallboard or an equivalent 15-minute thermal described in Sections 5.3 and 5.4.2 of this report. barrier complying with IBC Section 2603.4 or IRC Section R316.4, as applicable, except where installation is in an 4.2 Air Permeability: The insulation, at a minimum attic or crawl space as described in Section 4.4. When the thickness of 3-1/2 inches, is considered air-impermeable insulation is separated from the interior living space of the insulation in accordance with 2015 IBC Section 1203.3 [not building with minimum 1/2 inch thick gypsum board, the applicable in the 2012 and 2009 IBC],or IRC Section R806.5 maximum thickness is not limited. Under the 2015 IRC, a [2009—R806.4] based on testing in accordance with ASTM thermal barrier of minimum 23/32 inch thick wood E283 and ASTM E2178. structural panel is also permitted and the thickness is not limited. 4.3 Thermal Resistance (R-value): The insulation has thermal resistance (R-value), at a mean temperature of 5.3.2 Application without a Prescriptive Thermal Barrier: 75°F,as shown in Table 2. SEALECTION® 500 may be installed without the 15-minute thermal barrier prescribed in IBC Section 2603.4 and IRC 5.0 INSTALLATION Section R316.4,when installed as described in this section. The insulation may be spray-applied to the underside of 5.1 General: SEALECTION® 500 must be installed in roof sheathing or roof rafters, and/or vertical surfaces accordance with the manufacturer's published installation provided the assembly conforms to one of the assemblies instructions,the applicable Code,and this Research Report. described in Table 3. The coatings identified in Table 3 A copy of the manufacturer's instructions must be available must be applied over all surfaces and in accordance with on the jobsite during installation. The installation the coating manufacturer's installation instructions and this requirements in Sections 5.1 through 5.4 apply to all types report. Surfaces to be coated must be dry,clean,and free of construction. of dirt, loose debris, and other substances that could interfere with adhesion of the coating. The coating is The insulation must be stored at temperatures between applied with low-pressure airless spray equipment. 50°F and 100°F and must not be used in areas that have a maximum service temperature greater than 180°F. The 545 E.Algonquin Road •Arlington Heights•Illinois•60005 intertek.com/building Intertek PCA.101 Version:6 April 2017 SFT-CCRR-OP 40b Code Compliance Research Report CCRR-1063 Page 3 of 7 5.4 Attics and Crawl Spaces: intumescent coating is used,surfaces to be coated must be dry, clean, and free of dirt, loose debris, and any other 5.4.1 Application with a Prescriptive Ignition Barrier: substances that could interfere with adhesion of the Where SEALECTION® 500 is installed within attics or crawl coating. The intumescent coating must be applied to all spaces,and where entry is made only for service of utilities, surfaces in accordance with the respective coating an ignition barrier must be installed in accordance with IBC manufacturer's installation instructions. The coating must Section 2603.4.1.6, or IRC Sections R316.5.3 and R316.5.4, be applied when ambient and substrate temperatures are as applicable. The ignition barrier must be consistent with above of 50°F unless otherwise permitted by the the requirements for the type of construction required by intumescent coating manufacturer's installation the applicable Code, and must be installed in a manner so instructions. that the foam plastic insulation is not exposed. The insulation, as specified in this section, may be installed in When installed in accordance with this section, the unvented attics and unvented enclosed rafter assemblies in insulation may be installed in unvented attics as described accordance with 2015 IBC Section 1203.3 or IRC Section in this section in accordance with 2015 IBC Section 1203.3 R806.5 [2009—R806.4]. or IRC Section R806.5 [2009 — R806.4], when applied at a minimum thickness of 3-1/2 inches. 5.4.2 Application without a Prescriptive Ignition Barrier: SEALECTION® 500 insulation may be installed in attics and 5.4.3 Use on Attic Floors: SEALECTION® 500 insulation crawl spaces without the ignition barrier prescribed in IBC may be installed between and over joists in attic floors in Section 2603.4.1.6, and IRC Sections R316.5.3 and accordance with this section, conditions a. through f. of R316.5.4, as described in Section 4.4.2.1, subject to the Section 5.4.2, and Table 4 based on testing in accordance following conditions: with AC377 Appendix X. The insulation must be separated from the interior of the building by an approved thermal a. Entry to the attic or crawlspace is only to service utilities barrier. and no storage is permitted. b. There are no interconnected attic or crawl space areas. 5.4.4 Unvented Attics: Demilec USA has conducted end c. Air in the attic is not circulated to other parts of the use configuration testing(per IBC Section 2603.9 [2603.10] building. and IRC Section R316.6) and analysis to qualify the use of d. Attic ventilation is provided when required by IBC SEALECTION®500 insulation without a prescriptive ignition Section 1203.2 or IRC Section R806.1, as applicable, barrier or intumescent coating in unvented attics except when insulation is permitted in unvented attics conforming with 2015 IBC Section 1203.3 or IRC Section in accordance with 2015 IBC Section 1203.3 [not R806.5 [2009 — R806.4]. (Note that unvented attics were applicable under the 2012 or 2009 IBC], or IRC Section not addressed in the 2012 and earlier versions of the IBC.) R806.5 [2009—R806.4]. The testing and analysis is described in Priest&Associates e. Under-floor (crawl space) ventilation is provided in EEV 10362b, dated April 18, 2016. The conclusions of that accordance with IBC Section 1203.5 [1203.3] or IRC evaluation (and associated Engineering Letters) are as Section R408.1,as applicable. follows: When SEALECTION® 500 is applied in unvented f. Combustion air is provided in accordance with attics conforming to IBC Section 1203.3 or IRC Section International Mechanical Code® Section 701 [Sections R806.5 [2009 — R806.41 the insulation may be applied to 701 and 703]. the underside of roof sheathing and/or rafters, and to vertical surfaces to a minimum thickness of 3 inches. In attics, the insulation may be spray-applied to the Maximum thickness on the underside of roof sheathing or underside of roof sheathing or roof rafters, and/or vertical on vertical wall surfaces is 13 inches. The insulation may surfaces, provided the assembly conforms to one of the be left exposed to the attic without a prescriptive ignition assemblies described in Table 4. In crawl spaces, the barrier or an intumescent coating. The attic must have insulation may be spray-applied to the underside of floors attic access complying with IRC Section R807, horizontally and/or vertical surfaces, provided the assembly conforms placed in the attic floor and opening outward toward the to one of the assemblies described in Table 4. When an living space. For items penetrating the roof deck or walls, 545 E.Algonquin Road•Arlington Heights•Illinois•60005 intertek.com/building Intertek PCA-101 Version.6 Apr 2 2017 SFT-CCRR-OP-40b 101 Code Compliance Research Report CCRR-1063 Page 4 of 7 such as skylight wells or vents, the penetrating item must 6.7 When SEALECTION• 500 insulation is installed under be covered with a minimum of 3 inches of SEALECTION® the conditions of Section 5.4.4 of this report,the following 500 insulation. conditions apply: 5.5 Exterior Walls in Type I,II,Ill,and IV Construction: 6.7.1 Since the performance of SEALECTION• 500, when installed in unvented attics without a Code-prescribed 5.5.1 When used in or on exterior walls of Types I,II,III,or ignition barrier or an intumescent coating, is based on fire IV construction,the assembly must comply with IBC Section performance of an unvented attic,the installation must be 2603.5 and this section. Intertek Design Listing DUL/FI 30- approved by the Code official. The installation must 05 describes the assembly tested and certified by Intertek conform with the provisions of Section 5.4.4 and as complying with NFPA 285. The potential heat of the Conditions a. through c. and Condition f. of Section 5.4.2. SEALECTION• 500 insulation is 497 Btu/ft2 per inch of A copy of the Priest & Associates Engineering Evaluation insulation thickness with a maximum permitted thickness, (referenced in Sections 5.4.4 and 7.3) must be provided to in any part of the wall,of 3-5/8 inches. the Code official upon request. 5.5.2 Details of exterior wall coverings and fenestration 6.7.2 Signage shall be permanently affixed in the attic and details must be provided to the building official along with shall be visible from all entry points into the attic. The sign an engineering analysis demonstrating that the addition of shall state "Caution, this is an unvented attic by design. No the wall covering and fenestration details will not modification may be made to this unvented condition. The negatively impact conformance of the assembly with the attic shall not be vented. Holes into the unvented attic requirements of IBC Section 2603.5. shall be immediately repaired and sealed. Penetrations of the ceiling or wall membrane between the unvented attic 6.0 CONDITIONS OF USE and living space, other than the horizontal access hatch, must be protected in an approved manner. This unvented 6.1 Installation must comply with this Research Report, attic shall not be used for storage. See Intertek Code the manufacturer's published installation instructions, and Compliance Research Report CCRR-1063 on the Intertek the applicable Code. In the event of a conflict,this report website." governs. 6.8 Use of the insulation in fire-resistance-rated 6.2 The insulation must be separated from the interior of construction is outside the scope of this report. the building by an approved 15-minute thermal barrier, as described in Section 5.3,or by an approved ignition barrier, 6.9 Use of the insulation in areas where the probability of as described in Section 5.4. termite infestation is "very heavy" must be in accordance with IBC Section 2603.8 [2012 - 2603.9, 2009 - 2603.8] or 6.3 The insulation thickness must not exceed that noted in IRC Section R318.4,as applicable. Sections 3.1,5.3,5.4,and 5.5. 6.10 Jobsite certification and labeling of the insulation 6.4 The insulation must be protected from the weather must comply with IRC Section N1101.10 [2012 - N1101.1, during and after application as specified in the 2009-N1101.4]and IECC Section C303.1 or R303.1 [2009— manufacturer's instructions. 303.1],as applicable. 6.5 A vapor barrier must be installed when required by the 6.11 The insulation components are produced in Arlington, applicable Code. Texas, under a quality control program with inspections by Intertek Testing Services NA, Inc.(AA-647). 6.6 The insulation must be applied by contractors approved by Demilec USA. 4/10) 545 E.Algonquin Road•Arlington Heights•Illinois•60005 intertek.com/building A.=t 'e' Intertek PCA-1O ti e,sfon:6 Fon!2017 SFT-CC.RR-OP-SOb Code Compliance Research Report CCRR-1063 Page 5 of 7 7.0 SUPPORTING EVIDENCE 9.0 OTHER CODES 7.1 Reports of tests in accordance with ASTM C518,ASTM This section is not applicable. E283,ASTM E2178, NFPA 285,NFPA 259,and ASTM E84. 10.0 CODE COMPLIANCE RESEARCH REPORT USE 7.2 Data in accordance with the ICC-ES Acceptance Criteria for Spray-applied Foam Plastic Insulation (AC377), dated 10.1 Approval of building products and/or materials can April 2016; including reports of tests in accordance with only be granted by a building official having legal authority Appendix X. in the specific jurisdiction where approval is sought. 7.3 Priest & Associates Engineering Evaluation, Project 10.2 Code Compliance Research Reports shall not be used 10362b,dated April 18,2016. in any manner that implies an endorsement of the product by Intertek. 7.4 Intertek Listing Report "SEALECTION® 500", on the Intertek Directory of Building Products. 10.3 Reference to the https://bpdirectory.intertek.com is recommended to ascertain the current version and status 8.0 IDENTIFICATION of this report. The SEALECTION® 500 is identified with the manufacturer's name (Demilec USA), address and telephone number, the product name (SEALECTION® 500), the product type (A or B component), the mixing instructions, the flame-spread and smoke-developed indices, date of manufacture, the Intertek Mark as shown below, and the Code Compliance Research Report number(CCRR-1063). c°r COMPUlAt4C'k Intertek CM—WM This Code Compliance Research Report("Report")is for the exclusive use of Intertek's Client and is provided pursuant to the agreement between Intertek and its Client.Intertek's responsibility and liability are limited to the terms and conditions of the agreement.Intertek assumes no liability to any party,other than to the Client in accordance with the agreement,for any loss,expense or damage occasioned by the use of this Report.Only the Client is authorized to permit copying or distribution of this Report and then only in its entirety,and the Client shall not use the Report in a misleading manner. Client further agrees and understands that reliance upon the Report is limited to the representations made therein. The Report is not an endorsement or recommendation for use of the subject and/or product described herein. This Report is not the Intertek Listing Report covering the subject product and utilized for Intertek Certification and this Report does not represent authorization for the use of any Intertek certification marks.Any use of the Intertek name or one of its marks for the sale or advertisement of the tested material,product or service must first be approved in writing by Intertek. 545 E.Algonquin Road •Arlington Heights• Illinois•60005 laittNiD Intertek PCA-101 Version:6 April 2817 SFT-CCRR-OP.4Ob Code Compliance Research Report CCRR-1063 Page 6 of 7 TABLE 1-PROPERTIES EVALUATED 2015 IBC 2015!RC PROPERTY SECTIONl SECTlONl 2015 IECC SECTION/ Physical Properties Not required Not required Not required Surface-burning j Characteristics 2603.3 R316.3 Not applicable Thermal Barrier/Ignition 2603.4 R316.4 Not applicable Barrier N1101.10 C303.1.1 N1102 C303.1.4 Thermal Resistance 1203.3 [1301] [N1102.12, R303.1.4 N1101.1] R303.1.4 [303.3.3 and 3.3.1.2] Section numbers may be different for earlier versions of the International Codes. TABLE 2—SEALECTION•500 THERMAL RESISTANCE(R-values)1'2'3 THICKNESS(inches) R-VALUE("F.ft2.h/Btu) 1 3.8 3.5 13 4 15 5 19 5.5 21 6 23 7 27 7.25 28 8 30 9 34 9.25 35 10 38 11 42 11.25 43 12 ! 46 13 49 14 53 15 57 1 R-values are calculated based on tested k-factors at multiple thicknesses. 2 R-values less than 10 are rounded to the nearest 1/10th;greater than 10 are rounded to the nearest whole number. 3 To determine R-values for thicknesses not listed:between 1 inch and 4 inch can be determined through linear interpolation or greater than 4 inches can be calculated based on R=3.8/inch. (10 545 E.Algonquin Road •Arlington Heights•Illinois •60005 intertek.com/building Intertek PCA-101 Version:6 April 2017 SFT-CCRR-OP-40b . _ 0, Code Compliance Research Report CCRR-1063 Page 7 of 7 TABLE 3—ASSEMBLIES WITHOUT A PRESCRIPTIVE THERMAL BARRER Fire Protective Coating Maximum Maximum (Applied to all Foam Surfaces) CoatingInsulation Insulation Minimum Thickness(mils) Method Thickness(in.) Thickness(in.) Minimum Vertical Surfaces Ceiling Surfaces Dry film Wet film Application Rate (dft) ( ) Blazelok TBX 7.5 11.5 11 17 1.11 gal/100 ft2 NFPA 286 DC315 7.5 11.5 12 18 1.12 gal/100 ft2 NFPA 286 For SI:1 inch=25.4 mm;1 mil=0.0254 mm;1 gallon=3.38 L;1 ft2 =0.93 m2 TABLE 4—ASSEMBLIES WITHOUT A PRESCRIPTIVE IGNITION BARRER Maximum Fire Protective Coating Maximum Insulation Insulation (Applied to all Foam Surfaces) Coating Thickness(in.) Thickness(in.) Minimum Thickness Method Wall Cavities Underside of Roof (mils) Minimum and Attic Floors Sheathing/Rafters Dry film Wet film Application Rate and Floors (dft) (wft) Blazelok1B4 9.25 11.25 5 9 0.57 gal/100 ft2 Appendix X Andek Firegard 9.5 11.25 10 20 1.00 gal/100 ft2 Appendix X No-Burn Plus XD 9.5 11.25 6 10 0.6 gal/100 ft2 Appendix X DC315 7.25 11.25 3 4 0.3 gal/100 ft2 Appendix X For Si:1 inch=25.4 mm;1 mil=0.0254 mm;1 gallon=3.38 L;1 ft2=0.93 m2 (ii) 545 E.Algonquin Road •Arlington Heights•Illinois•60005 intertek.com/building E IntertekC ° rcn.+O1a+ Version:6 Aor2 2017 SFT-CUR-OP-'1.0'3 FORM R405-2017 OFFICE COPY T � RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST Florida Department of Business and Professional Regulation Simulated Performance Alternative (Performance) Method Applications for compliance with the 2017 Florida Building Code, Energy Conservation via the residential Simulated Performance Method shall include: O This checklist O A Form R405 report that documents that the Proposed Design complies with Section R405.3 of the Florida Energy Code. This form shall include a summary page indicating home address, e-ratio and the pass or fail status along with summary areas and types of components, whether the home was simulated as a worst-case orientation, name and version of the compliance software tool, name of individual completing the compliance report (one page) and an input summary checklist that can be used for field verification (usually four pages/may be greater). O Energy Performance Level (EPL) Display Card(one page) ❑ HVAC system sizing and selection based on ACCA Manual S or per exceptions provided in Section R403.7 O Mandatory Requirements (five pages) Required prior to CO for the Performance Method: O Air Barrier and Insulation Inspection Component Criteria checklist (Table 8402.4.1.1 - one page) O A completed Envelope Leakage Test Report(usually one page) ❑ If Form R405 duct leakage type indicates anything other than "default leakage", then a completed Form R405 Duct Leakage Test Report (usually one page) 10/21/2019 9:46:54 PM EnergyGauge®USA 6.0.03(Rev. 1)-FlaRes2017 FBC 6th Edition(2017)Compliant Software Page 1 of 1 1F ORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Ayers Residence Builder Name: McAneny Builders,LLC Street: 369 10th St Permit Office: Atlantic Beach City,State,Zip: Atlantic Beach, FL, Permit Number: Owner: Jurisdiction: 261100 Design Location: FL,MAYPORT_NS County: Duval(Florida Climate Zone 2) 1. New construction or existing New(From Plans) 9 Wall Types (3746.2 sqft.) Insulation Area 2. Single family or multiple family Single-family a.Frame-Wood,Exterior R=19.0 3746.20 ft2 b.N/A R= ft2 3. Number of units,if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 4 d.N/A R= ft2 5. Is this a worst case? No 10.Ceiling Types (1707.0 sqft.) Insulation Area a.Roof Deck(Unvented) R=19.0 1707.00 ft2 6. Conditioned floor area above grade(ft2) 3411 b.N/A R= ft2 Conditioned floor area below grade(ft2) 0 c.N/A R= ft2 11.Ducts R ft2 7. Windows(923.2 sqft.) Description Area a.Sup:Attic,Ret:Attic,AH:Attic 6 221.91 a. U-Factor: Dbl,U=0.30 923.16 ft2 b.Sup: Attic,Ret:Attic,AH:Attic 6 221.52 SHGC: SHGC=0.25 b. U-Factor: N/A ft2 12.Cooling systems kBtu/hr Efficiency SHGC: a.Central Unit 27.5 SEER:17.00 b.Central Unit 27.5 SEER:17.00 c. U-Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a.Electric Heat Pump 28.8 HSPF:9.60 SHGC: b.Electric Heat Pump 28.8 HSPF:9.60 Area Weighted Average Overhang Depth: 6.068 ft. Area Weighted Average SHGC: 0.250 14.Hot water systems 8. Floor Types (3411.0 sqft.) Insulation Area a.Propane Tankless Cap: 1 gallons EF:0.590 a.Slab-On-Grade Edge Insulation R=0.0 1707.00 ft2 b. Conservation features b.Floor Over Other Space R=0.0 1704.00 ft2 None c.N/A R= ft2 15 Credits Pstat Total Proposed Modified Loads: 86.90 PASS Glass/Floor Area: 0.271 Total Baseline Loads: 90.82 I hereby certify that the plans and specifications covered by Review of the plans and 4.vi E ST4�, this calculation are in compliance with the Florida Energy specifications covered by this ek��N.,,© y 1 -Fp ' Code. calculation indicates compliance 'y�;r'r ''` =_,...1,- +',�`. with the Florida Energy Code. .�}r ,,, P „o, 4., �O PREPARED BY: - _ Before construction is completed •-�� '«+. 74 f DATE: 10/21/19 this buildingwill be inspected for x cQ C p c..) compliance with Section 553.908 .•, brisa,° t " I hereby certify that this building, as designed, is in compliance Florida Statutes. ',t ,� s . 4, with the Florida Energy Code. OD yy ^[� r OWNER/AGENT: BUILDING OFFICIAL: DATE: _ /O/ f//9 DATE: - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory-sealed in accordance with R403.3.2.1. - Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). 10/21/2019 9:46 PM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 1 of 5 FARM R405-2017 INPUT SUMMARY CHECKLIST REPORT 1 t PROJECT Title: Ayers Residence Bedrooms: 4 Address Type: Street Address Building Type: User Conditioned Area: 3411 Lot# Owner Name: Total Stories: 2 Block/Subdivision: #of Units: 1 Worst Case: No PlatBook: Builder Name: McAneny Builders,LLC Rotate Angle: 0 Street: 369 10th St Permit Office: Atlantic Beach Cross Ventilation: County: Duval Jurisdiction: 261100 Whole House Fan: City,State,Zip: Atlantic Beach, Family Type: Single-family FL, New/Existing: New(From Plans) Comment: CLIMATE / Design Temp Int Design Temp Heating Design Daily Temp V Design Location TMY Site 97.5% 2.5% Winter Summer Degree Days Moisture Range FL,MAYPORT_NS FL_MAYPORT_NS 39 90 70 75 1037 61 Medium BLOCKS Number Name Area Volume 1 Blockl 1707 16045.8 2 Block2 1704 17040 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 1st Floor 1707 16045.8 Yes 2 1 Yes Yes Yes 2 2nd Floor 1704 17040 No 3 4 1 Yes Yes Yes FLOORS V # Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Slab-On-Grade Edge Insulation 1st Floor 193 ft 0 1707 ft' 0 0 1 2 Floor Over Other Space 2nd Floor ____ ____ 1704 ft' 0 0 0 1 ROOF / Roof Gable Roof Rad Solar SA Emitt Emitt Deck Pitch V # Type Materials Area Area Color Barr Absor. Tested Tested Insul. (deg) 1 Gable or shed Composition shingles 2135 ft' 640 ft' Medium N 0.6 No 0.3 No 19 36.9 ATTIC V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Unvented 0 1707 ft' N N 10/21/2019 9:46 PM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 2 of 5 FORM R455-2017 INPUT SUMMARY CHECKLIST REPORT CEILING # Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic(Unvented) 1st Floor 0 Blown 3 ft2 0.11 Wood 2 Under Attic(Unvented) 2nd Floor 0 Blown 1704 ft2 0.11 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below _# Qrnt To --_WauLType _ _ Space R-Value Ft In Ft in Aren RVaIuP -Fractinn Ahenr. Grade% 1 S Exterior Frame-Wood 1st Floor 19 13.6 9.4 127.8 ft2 0.05 0.170000 0 2 E Exterior Frame-Wood 1st Floor 19 6.3 9.4 59.2 ft2 0.05 0.170000 0 3 S Exterior Frame-Wood 1st Floor 19 16.3 9.4 153.2 ft2 0.05 0.170000 0 4 E Exterior Frame-Wood 1st Floor 19 14.9 9.4 140.1 ft2 0.05 0.170000 0 5 S Exterior Frame-Wood 1st Floor 19 4.4 9.4 41.4 ft2 0.05 0.170000 0 6 E Exterior Frame-Wood 1st Floor 19 28.9 9.4 271.7 ft2 0.05 0.170000 0 7 N Exterior Frame-Wood 1st Floor 19 20.2 9.4 189.9 ft2 0.05 0.170000 0 8 E Exterior Frame-Wood 1st Floor 19 12.4 9.4 116.6 ft' 0.05 0.170000 0 9 N Exterior Frame-Wood 1st Floor 19 13.5 9.4 126.9 ft2 0.05 0.170000 0 10 W Exterior Frame-Wood 1st Floor 19 62.5 9.4 587.5 ft2 0.05 0.170000 0 11 S Exterior Frame-Wood 2nd Floor 19 34.1 10 341.0 ft2 0.05 0.170000 0 12 E Exterior Frame-Wood 2nd Floor 19 62.5 10 625.0 ft2 0.05 0.170000 0 13 N Exterior Frame-Wood 2nd Floor 19 34.1 10 341.0 ft2 0.05 0.170000 0 14 W Exterior Frame-Wood 2nd Floor 19 62.5 10 625.0 ft2 0.05 0.170000 0 WINDOWS Orientation shown is the entered. Proposed orientation. Wall Overhang V. # Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 S 1 Vinyl Low-E Double Yes 0.3 0.25 N 32.4 ft2 6.2 ft 0 in 2 ft 0 in None None 2 E 2 Vinyl Low-E Double Yes 0.3 0.25 N 8.1 ft2 22.4 ft 0 i 2 ft 0 in None None 3 S 3 Vinyl Low-E Double Yes 0.3 0.25 N 21.9 ft2 12.4 ft 0 i 2 ft 0 in None None 4 S 3 Vinyl Low-E Double Yes 0.3 0.25 N 32.4 ft2 12.4 ft 0 i 2 ft 0 in None None 5 E 4 Vinyl Low-E Double Yes 0.3 0.25 N 8.1 ft2 6.2 ft 0 in 2 ft 0 in None None 6 S 5 Vinyl Low-E Double Yes 0.3 0.25 N 19.7 ft2 27.4 ft 0 i 2 ft 0 in None None 7 E 6 Vinyl Low-E Double Yes 0.3 0.25 N 40.5 ft2 1.5 ft 0 in 12 7 ft 0 i None None 8 N 7 Vinyl Low-E Double Yes 0.3 0.25 N 64.8 ft2 14.2 ft 0 i 4 ft 0 in None None 9 N 7 Vinyl Low-E Double Yes 0.3 0.25 N 39.4 ft2 14.2 ft 0 i 2 ft 0 in None None 10 E 8 Vinyl Low-E Double Yes 0.3 0.25 N 48.6 ft2 22.1 ft 0 i 3.4 ft 0 in None None 11 E 8 Vinyl Low-E Double Yes 0.3 0.25 N 10.5 ft2 22.1 ft 0 i 1.5 ft 0 in None None 12 N 9 Vinyl Low-E Double Yes 0.3 0.25 N 48.6 ft2 5.1 ft 0 in 12.8 ft 0 i None None 13 N 9 Vinyl Low-E Double Yes 0.3 0.25 N 10.5 ft2 5.1 ft 0 in 11.1 ft 0 i None None 14 W 10 Vinyl Low-E Double Yes 0.3 0.25 N 48.6 ft2 1.5 ft 0 in 11.1 ft 0 i None None 15 W 10 Vinyl Low-E Double Yes 0.3 0.25 N 10.5 ft2 1.5 ft 0 in 11.1 ft 0 i None None 16 W 10 Vinyl Low-E Double Yes 0.3 0.25 N 38.1 ft2 1.5 ft 0 in 12.5 ft 0 i None None 17 W 10 Vinyl Low-E Double Yes 0.3 0.25 N 32.4 ft2 1.5 ft 0 in 12.5 ft 0 i None None 18 S 11 Vinyl Low-E Double Yes 0.3 0.25 N 81.0 ft2 1.5 ft 0 in 2 ft 0 in None None 19 E 12 Vinyl Low-E Double Yes 0.3 0.25 N 54.0 ft2 1.5 ft 0 in 2 ft 0 in None None 20 S 11 Vinyl Low-E Double Yes 0.3 0.25 N 8.1 ft2 1.5 ft 0 in 2 ft 0 in None None 10/21/2019 9:46 PM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 3 of 5 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT i ? WINDOWS Orientation shown is the entered,Proposed orientation. / Wall Overhang V # Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 21 E 12 Vinyl Low-E Double Yes 0.3 0.25 N 16.2 ft2 1.5 ft 0 in 2 ft 0 in None None 22 N 13 Vinyl Low-E Double Yes 0.3 0.25 N 81.0 ft2 1.5 ft 0 in 2 ft 0 in None None 23 N 13 Vinyl Low-E Double Yes 0.3 0.25 N 37.8 ft2 1.5 ft 0 in 7 ft 0 in None None 24 W 14 Vinyl Low-E Double Yes 0.3 0.25 N 13.8 ft2 1.5 ft 0 in 2 ft 0 in None None 25 W 14 Vinyl Low-E Double Yes 0.3 0.25 N 108.0 ft2 1.5 ft 0 in 2 ft 0 in None None 26 W 14 Vinyl Low-E Double Yes 0.3 0.25 N 8.1 ft2 1.5 ft 0 in 2 ft 0 in None None INFILTRATION # Scope Method SLA CFM 50 ELA EqLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000431 3860 211.91 398.53 .2496 7 HEATING SYSTEM V # System Type Subtype - Efficiency Capacity Block Ducts 1 Electric Heat Pump/ None HSPF:9.6 28.8 kBtu/hr 1 sys#1 2 Electric Heat Pump/ None HSPF:9.6 28.8 kBtu/hr 2 sys#2 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ None SEER: 17 27.5 kBtu/hr 825 cfm 0.75 1 sys#1 2 Central Unit/ None SEER: 17 27.5 kBtu/hr 825 cfm 0.75 2 sys#2 HOT WATER SYSTEM V # System Type SubType Location EF Cap Use SetPnt Conservation 1 Propane Tankless Exterior 0.59 1 gal 70 gal 120 deg None SOLAR HOT WATER SYSTEM VFSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF None None ft2 DUCTS / ----Supply---- Return---- Air CFM 25 CFM25 HVAC# �/ # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Attic 6 221.91 f Attic 85.35 ft2 Default Leakage Attic (Default)c(Default)c 1 1 2 Attic 6 221.52 f Attic 85.2 ft2 Default Leakage Attic (Default)c(Default)c 2 2 10/21/2019 9:46 PM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 4 of 5 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT • TEMPERATURES Programable Thermostat: Y Ceiling Fans: Cooling Jan Feb Mar A r Ma X Jun X Jul Au X Se Oct Nov Dec HeatingX Jan X Feb X Mar A r Ma Jun Jul Au Se Oct X Nov Dec VentinJan Feb X Mar X Apr I I May 1 1 Jun I i Jul 1 Aug Sep V Oct X Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling(WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling(WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating(WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating(WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 MASS Mass Type Area Thickness Furniture Fraction Space Default(8 lbs/sq.ft. 0 ft2 0 ft 0.3 1st Floor Default(8 lbs/sq.ft. 0 ft2 0 ft 0.3 2nd Floor 10/21/2019 9:46 PM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 5 of 5 2017 EPL DISPLAY CARD ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* =96 The lower the Energy Performance Index, the more efficient the home. 1. New home or, addition 1. New(From Plans) 12. Ducts, location &insulation level a) Supply ducts R 6.0 2. Single-family or multiple-family 2. Single-family b) Return ducts R 6.0 c)AHU location Attic 3. No. of units (if multiple-family) 3. 1 4. Number of bedrooms 4. 4 13. Cooling system: Capacity 55.0 a) Split system SEER 5. Is this a worst case?(yes/no) 5. No b) Single package SEER c) Ground/water source SEER/COP 6. Conditioned floor area (sq. ft.) 6. 3411 d) Room unit/PTAC EER e) Other 17.0 7. Windows, type and area a) U-factor:(weighted average) 7a. 0.300 b) Solar Heat Gain Coefficient(SHGC) 7b. 0.250 14. Heating system: Capacity 57.6 c)Area 7c. 923.2 a) Split system heat pump HSPF b) Single package heat pump HSPF 8. Skylights c) Electric resistance COP a) U-factor:(weighted average) 8a. NA d) Gas furnace, natural gas AFUE b) Solar Heat Gain Coefficient (SHGC) 8b. NA e) Gas furnace, LPG AFUE f) Other 9.60 9. Floor type, insulation level: a) Slab-on-grade(R-value) 9a. 0.0 b)Wood, raised (R-value) 9b. 15. Water heating system c) Concrete, raised (R-value) 9c. a) Electric resistance EF b) Gas fired, natural gas EF 10. Wall type and insulation: c) Gas fired, LPG EF 0.59 A. Exterior: d) Solar system with tank EF 1. Wood frame(Insulation R-value) 10A1. 19.0 e) Dedicated heat pump with tank EF 2. Masonry(Insulation R-value) 10A2. f) Heat recovery unit HeatRec°/a B. Adjacent: g) Other 1. Wood frame(Insulation R-value) 10B1. 2. Masonry(Insulation R-value) 1082. 16. HVAC credits claimed (Performance Method) 11. Ceiling type and insulation level a) Ceiling fans a) Under attic 11a. 0.0 b) Cross ventilation No b) Single assembly 11 b. c) Whole house fan No c) Knee walls/skylight walls 11c. d) Multizone cooling credit d) Radiant barrier installed 11d. No e) Multizone heating credit f) Programmable thermostat Yes *Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. I certify that this home has complied with the Florida Building Code, Energy Conservation, through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL display card will be completed based on installed code compliant features. Builder Signature: � Date: /e/e-5-/if Address of New Home: 369 10th St City/FL Zip: Atlantic Beach, FL 10/21/2019 9:47:03 PM EnergyGauge®USA 6.0.03(Rev. 1)-FlaRes2017 FBC 6th Edition(2017)Compliant Software Page 1 of 1 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods ADDRESS: 369 10th St Permit Number: Atlantic Beach . FL. MANDATORY REQUIREMENTS See individual code sections for full details. SECTION R401 GENERAL R401.3 Energy Performance Level(EPL)display card(Mandatory)Che building official shall require that an energy performance level(EPL)display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy.Florida law(Section 553.9085, Florida Statutes)requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit.The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate code compliance for the building.A copy of the EPL display card can be found in Appendix RD. I I R402.4 Air leakage(Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.4.1 through R402.4.5. Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to comply with Section C402.5. R402.4.1 Building thermal envela-pe.building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2.The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 InstallationThe components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table R402.4.1.1,as applicable to the method of construction.Where required by the code official,an approved third party shall inspect all components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air changes per hour in Climate Zones 1 and 2,and three air changes per hour in Climate Zones 3 through 8.Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 pascals).Testing shall be conducted by either individuals as defined in Section 553.993(5)or(7), Florida Statutes,or individuals licensed as set forth in Section 489.105(3)(f),(g)or(i)or an approved third party.A written report of the results of the test shall be signed by the party conducting the test and provided to the code official.Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. Exception: Testing is not required for additions,alterations, renovations or repairs. of the building thermal envelope of existing buildings in which the new construction is less than 85 percent of the building thermal envelope. During testing: 1. Exterior windows and doors,fireplace and stove doors shall be closed, but not sealed,beyond the intended weatherstripping or other infiltration control measures. 2. Dampers including exhaust, intake,makeup air,backdraft and flue dampers shall be closed,but not sealed beyond intended infiltration control measures. 3. Interior doors,if installed at the time of the test,shall be open. 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5. Heating and cooling systems,if installed at the time of the test,shall be turned off. 6. Supply and return registers, if installed at the time of the test,shall be fully open. R402.4.2 Fireplaces. New wood-burning fireplaces shall have tight-fitting flue dampers or doors,and outdoor combustion air.Where using tight-fitting doors on factory-built fireplaces listed and labeled in accordance with UL 127,the doors shall be tested and listed for the fireplace. Where using tight-fitting doors on masonry fireplaces,the doors shall be listed and labeled in accordance with UL 907. R402.4.3 Fenestration air IeakagdNindows,skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot(1.5 L/s/m2),and swinging doors no more than 0.5 cfm per square foot(2.6 L/s/m2).when tested according to NFRC 400 or AAMA/ WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site-built windows,skylights and doors. 10/21/2019 9:47 PM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) R402.4.4 Rooms containing fuel-burning appliances.In Climate Zones 3 through 8,where open combustion air ducts provide combustion air to open I I combustion fuel burning appliances.the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room. isolated from inside the thermal envelope.Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402.1.2.,where the walls,floors and ceilings shall meet not less than the basement wall R-value requirement.The door into the room shall be fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403.The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: 1. Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. 2. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code,Residential. ❑R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces.All recessed luminaires shall be IC-rated and labeled as having an air leakage rate not more than 2.0 cfm(0.944 L/s)when tested in accordance with ASTM E283 at a 1.57 psf(75 Pa)pressure differential.All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. SECTION R403 SYSTEMS R403.1 Controls. R403.1.1 Thermostat provision(Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat(Mandatory). Heat pumps having supplementary electric-resistance heat shall have controls that, except during defrost,prevent supplemental heat operation when the heat pump compressor can meet the heating load. ❑ R403.3.2 Sealing(Mandatory) All ducts.air handlers,filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers,shall be constructed and sealed in accordance with Section C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below. Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5)or(7). Florida Statutes,or individuals licensed as set forth in Section 489.105(3)(f),(g)or(i), Florida Statutes,to be"substantially leak free"in accordance with Section R403.3.3. ❑ R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design airflow rate when tested in accordance with ASHRAE 193 ❑ R403.3.3 Duct testing(Mandatory).Ducts shall be pressure tested to determine air leakage by one of the following methods: 1. Rough-in test Total leakage shall be measured with a pressure differential of 0.1 inch w.g.(25 Pa)across the system, including the manufac handler enclosure if installed at the time of the test.All registers shall be taped or otherwise sealed during the test. 2. Postconstruction test:Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa)across the entire system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the test. Exceptions: 1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope. 2. Duct testing is not mandatory for buildings complying by Section 405 of this code. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. ❑R403.3.5 Building cavities(Mandatory). Building framing cavities shall not be used as ducts or plenums. 1-1R403.4 Mechanical system piping insulation(Mandatory). Mechanical system piping capable of carrying fluids above 105°F(41°C)or below 55°F(13°C)shall be insulated to a minimum of R-3. ❑ R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage.including that caused by sunlight.moisture.equipment maintenance and wind,and shall provide shielding from solar radiation that can cause degradation of the material. Adhesive tape shall not be permitted. ❑ R403.5.1 Heated water circulation and temperature maintenance systems(MandatoryHeated water circulation systems shall be in accordance with Section R403.5.1.1. Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1 2 Automatic controls.temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible. R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump.The system return pipe shall ❑ be a dedicated return pipe or a cold water supply pipe.Gravity and thermosiphon circulation systems shall be prohibited.Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the occupancy.The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and when there is no demand for hot water. I�1 R403.5.1.2 Heat trace systems.Electric heat trace systems shall comply with IEEE 515.1 or UL 515.Controls for such systems shall I I automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy. 10/21/2019 9:47 PM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) nR403.5.5 Heat traps(Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 31/2 inches(89 mm)in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.5.6 Water heater efficiencies(Mandatory). R403.5.6.1.1 Automatic controls. Service water-heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use.The minimum temperature setting range shall be from 100°F to 140°F(38°C to 60°C). R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off.A separate valve shall be provided to permit the energy supplied to the main burner(s)of combustion types of service water-heating systems to be turned off. R403.5.6.2 Water-heating equipment. Water-heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation,Commercial Provisions,for the type of equipment installed.Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water-heating category. Solar water heaters shall meet the criteria of Section R403.5.6.2.1. R403.5.6.2.1 Solar water-heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system.The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806.Test Methods for Solar Collectors.and SRCC Standard TM-1,Solar Domestic Hot Water System and Component Test Protocol Collectors in installed solar water-heating systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal;and 2. Be installed at an orientation within 45 degrees of true south. nR403.6 Mechanical ventilation(Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code,Residential,or Florida Building Code, Mechanical,as applicable,or with other approved means of ventilation including. Natural. Infiltration or Mechanical means.Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6.1 Whole-house mechanical ventilation system fan efficacy When installed to function as a whole-house mechanical ventilation system,fans shall meet the efficacy requirements of Table R403.6.1. Exception: Where whole-house mechanical ventilation fans are integral to tested and listed HVAC equipment,they shall be powered by an electronically commutated motor. ElR403.6.2 Ventilation air. Residential buildings designed to be operated at a positive indoor pressure or for mechanical ventilation shall meet the following criteria: 1. The design air change per hour minimums for residential buildings in ASHRAE 62.2,Ventilation for Acceptable Indoor Air Quality,shall be the maximum rates allowed for residential applications. 2. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics,crawlspaces. attached enclosed garages or outdoor spaces adjacent to swimming pools or spas. 3 If ventilation air is drawn from enclosed space(s),then the walls of the space(s)from which air is drawn shall be insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum of R-19,space permitting,or R-10 otherwise. R403.7 Heating and cooling equipment(Mandatory). R403.7.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies,based on building loads for the directional orientation of the building.The manufacturer and model number of the outdoor and indoor units(if split system)shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This Code does not allow designer safety factors,provisions for future expansion or other factors that affect equipment sizing.System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. New or replacement heating and cooling equipment shall have an efficiency rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed. TABLE R403.6.1 WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY FAN LOCATION AIRFLOW RATE MINIMUM MINIMUM EFFICACY a AIRFLOW RATE MAXIMUM (CFM) (CFM/WATT) (CFM) Range hoods Any 2.8 cfm/watt Any In-line fan Any 2.8 cfm/watt Any Bathroom,utility room 10 1.4 cfm/watt <90 Bathroom,utility room 90 2.8 cfm/watt Any For SI: 1 cfm=28.3 L/min. a. When tested in accordance with HVI Standard 916 10/21/2019 9:47 PM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 3 of 5 MANDATORY REQUIREMENTS - (Continued) ❑ R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.7,or the closest available size provided by the manufacturer's product lines.The corresponding latent capacity of the equipment shall not be less than the calculated latent load. The published value for AHRI total capacity is a nominal,rating-test value and shall not be used for equipment sizing. Manufacturer's expanded performance data shall be used to select cooling-only equipment.This selection shall be based on the outdoor design dry-bulb temperature for the load calculation(or entering water temperature for water-source equipment),the blower CFM provided by the expanded performance data,the design value for entering wet-bulb temperature and the design value for entering dry-bulb temperature. Design values for entering wet-bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s)is installed in an unconditioned space. Exceptions: 1. Attached single-and multiple-family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida-registered engineer,in attached single-and multiple-family units,the capacity of equipment may be sized in accordance with good design practice. R403.7.1.2 Heating equipment capacity. ❑ R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section R403.7.1.1,and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if the design heating load is 1.15 times greater than the design cooling load. ❑ R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403,7.1. ❑ R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.7.1. ❑ R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis,such as anticipated additional loads caused by major entertainment events,shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. R403.8 Systems serving multiple dwelling units(Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and ❑ C404 of the IECC—Commercial Provisions in lieu of Section R403 ❑ R403.9 Snow melt and ice system controls(Mandatory)Snow-and ice-melting systems,supplied through energy service to the building,shall include automatic controls capable of shutting off the system when the pavement temperature is above 50°F(10°C),and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F(4.8°C). — R403.10 Pools and permanent spa energy consumption(Mandatory). The energy consumption of pools and permanent spas shall be in accordance with Sections R403.10.1 through R403.10.5. ❑ R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on-off switch that is an integral part of the heater mounted on the exterior of the heater.or external to and within 3 feet(914 mm)of the heater Operation of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the power to the heater. Gas-fired heaters shall not be equipped with continuously burning ignition pilots. R403.10.2 Time switches.Time switches or other control methods that can automatically turn off and on according to a preset schedule shall be installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this section. Exceptions: 1. Where public health standards require 24-hour pump operation. 2. Pumps that operate solar-and waste-heat-recovery pool heating systems. 3. Where pumps are powered exclusively from on-site renewable generation. ❑ R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor-retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Where more than 70 percent of the energy for heating.computed over an operation season, is from site-recovered energy, such as from a heat pump or solar energy source.covers or other vapor-retardant means shall not be required. ❑ R403.10.4 Gas-and oil-fired pool and spa heaters. All gas-and oil-fired pool and spa heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16,2013,when tested in accordance with ANSI Z 21.56.Pool heaters fired by natural or LP gas shall not have continuously burning pilot lights. 10/21/2019 9:47 PM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 4 of 5 R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160,Table 2. Standard Rating Conditions-Low Air Temperature.A test report from an independent laboratory is required to verify procedure compliance.Geothermal swimming pool heat pumps are not required to meet this standard. nR403.11 Portable spas(Mandatorytje energy consumption of electric-powered portable spas shall be controlled by the requirements of APSP-14. SECTION R404 ELECTRICAL POWER AND LIGHTING SYSTEMS n R404.1 Lighting equipment(Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be high-efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high-efficacy lamps. Exception:Low-voltage lighting. R404.1.1 Lighting equipment(MandatoryFuel gas lighting systems shall not have continuously burning pilot lights. 10/21/2019 9:47 PM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 5 of 5 '2017 —AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Ayers Residence Builder Name: McAneny Builders, LLC Street: 369 10th St Permit Office: Atlantic Beach City,State,Zip: Atlantic Beach , FL, Permit Number: Owner Jurisdiction: 261100 w Design Location: FL, MAYPORT_NS c� COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air-permeable insulation shall The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. requirements Breaks or joints in the air barrier shall be sealed. The air barrier in any dropped ceiling/soffit shall be aligned with the The insulation in any dropped ceiling/soffit Ceiling/attic insulation and anygaps in the air barrier shall be sealed 9 P shall be aligned with the air barrier. Access openings,drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls The junction of the top plate and the top of exterior walls shall be sealed. shall be insulated by completely filling the cavity with a Knee walls shall be sealed. material having a thermal resistance of R-3 per inch minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows,skylights The space between window/door jambs and framing,and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of insulation. Floor framing cavity insulation shall be installed to (including maintain permanent contact with the underside of above-garage subfloor decking.or floor framing cavity insulation shall and cantilevered floors) be permitted to be in contact with the top side of sheathing,or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with a Where provided instead of floor insulation.insulation Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls. Shafts,penetrations Duct shafts.utility penetrations,and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit.or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall Recessed light fixtures installed in the building be sealed to the drywall. thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls,or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall be on exterior wall tubs shall separate them from the showers and tubs. insulated. Electrical/phone box on The air barrier shall be installed behind electrical or communication exterior walls boxes or air-sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub-floor or drywall. Concealed When required to be sealed.concealed fire sprinklers shall only be sealed sprinklers in a manner that is recommended by the manufacturer.Caulking or other adhesive sealants shall not be used to fill voids between fire sprinkler cover plates and walls or ceilings. a. In addition.inspection of log walls shall be in accordance with the provisions of ICC-400. 10/21/2019 9.47 PM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 1 of 1 a A • Envelope Leakage Test Report (Blower Door Test) Residential Prescriptive, Performance or ERI Method Compliance 2017 Florida Building Code, Energy Conservation, 6th Edition Jurisdiction: 261100 Permit#: Job Information Builder: McAneny Builders, LLC Community: Lot: NA Address: 369 10th St City: Atlantic Beach State: FL Zip: Air Leakage Test Results Passing results must meet either the Performance, Prescriptive, or ERI Method O PRESCRIPTIVE METHOD-The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air 4" ,z,44, changes per hour at a pressure of 0.2 inch w.g.(50 Pascals)in Climate Zones 1 and 2. O PERFORMANCE or ERI METHOD-The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding the selected ACH(50)value,as shown on Form R405-2017(Performance)or R406-2017(ERI),section labeled as infiltration,sub-section ACH50. ACH(50)specified on Form R405-2017-Energy Calc(Performance)or R406-2017(ERI): 7,000 x 60 _ 33086 = Method for calculating building volume: CFM(50) Building Volume ACH(50) O Retrieved from architectural plans PASS •Code software calculated n When ACH(50) is less than 3, Mechanical Ventilation installation O Field measured and calculated ' I must be verified by building department. R402.4.1.2 Testing.Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g.(50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5)or(7),Florida Statues.or individuals licensed as set forth in Section 489.105(3)(f),(g),or(i)or an approved third party.A written report of the results of the test shall be signed by the party conducting the test and provided to thecode official.Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1.Exterior windows and doors,fireplace and stove doors shall be closed,but not sealed,beyond the intended weatherstripping or other infiltration control measures. 2.Dampers including exhaust,intake,makeup air,back draft and flue dampers shall be closed,but not sealed beyond intended infiltration control measures. 3. Interior doors,if installed at the time of the test,shall be open. 4.Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5.Heating and cooling systems,if installed at the time of the test,shall be turned off. 6.Supply and return registers,if installed at the time of the test,shall be fully open. Testing Company Company Name: Phone: I hereby verify that the above Air Leakage results are in accordance with the 2017 6th Edition Florida Building Code Energy Conservation requirements according to the compliance method selected above. Signature of Tester: Date of Test: Printed Name of Tester: License/Certification#: Issuing Authority: 10/21/2019 9:47:09 PM EnergyGauge®USA 6.0.03(Rev. 1)-FlaRes2017 FBC 6th Edition(2017)Compliant Software Page 1 of 1 - - wrightsoft$ Project Summary Date: * 1st Floor By: M.Ellis Energy Design Systems, Inc., 11727 Brady Rd, Jacksonville, FL 32223 Phone:904-268-3670 Fax: 904-268-3670 Email:eds,jaxi gmail_comi Project Information For: Ayers Residence 369 10th St,Atlantic Beach, FL Notes: Desi• n Information Weather: Mayport Ns, FL, US Winter Design Conditions Summer Design Conditions Outside db 38 °F Outside db 94 °F Inside db 68 °F Inside db 74 °F Design TD 30 °F Design TD 20 °F Daily range L Relative humidity 50 % Moisture difference 52 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 18469 Btuh Structure 21886 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 18469 Btuh Use manufacturers data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 21886 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 1 (Average) Structure 3154 Btuh Ducts 0 Btuh Central vent (0 cfm) 0 Btuh Heating Cooling (none) Area (ft2) 1707 1707 Equipment latent load 3154 Btuh Volume(ft') 16046 16046 Air changes/hour 0.32 0.15 Equipment total load 25040 Btuh Equiv.AVF (cfm) 86 41 Req. total capacity at 0.75 SHR 2.4 ton Heating Equipment Summary Cooling Equipment Summary Make Trane Make Trane Trade TRANE Trade TRANE Model 4TWR6030 Cond 4TWR6030 AHRI ref 10093528 Coil TAM9A0B30V31 AHRI ref 10093528 Efficiency 9.6 HSPF Efficiency 13.0 EER, 17 SEER Heating input Sensible cooling 19250 Btuh Heating output 28800 Btuh @ 47°F Latent cooling 8250 Btuh Temperature rise 27 °F Total cooling 27500 Btuh Actual air flow 973 cfm Actual air flow 973 cfm Air flow factor 0.053 cfm/Btuh Air flow factor 0.044 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.87 Capacity balance point = 27 °F Backup: Input = 5 kW, Output = 18469 Btuh, 100 AFUE Calculations approved byACCA to meet all requirements of Manual J 8th Ed. .‘: -Pk Wrhtsoft" 2019-Oct-2122:07:04 ,.�. l 9 Right-Suited Universal 2017 17.0.17 RSU17457 Page 1 ...\EAC,Ayers Residence,369 10th St,Atl Bch.rup Calc=MJ8 Front Door faces: S wrightsoftY Date: Summary Da : 2nd Floor � � By: M.Ellis Energy Design Systems, Inc., 11727 Brady Rd, Jacksonville, FL 32223 Phone:904-268-3670 Fax: 904-268-3670 Email:edsjax©,g-mail.comi Project Information For: Ayers Residence 369 10th St,Atlantic Beach, FL Notes: • Desi• n Information Weather: Mayport Ns, FL, US Winter Design Conditions Summer Design Conditions Outside db 38 °F Outside db 94 °F Inside db 68 °F Inside db 74 °F Design TD 30 °F Design TD 20 °F Daily range L Relative humidity 50 % Moisture difference 52 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 14894 Btuh Structure 20052 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 1707 Btuh Piping 0 Btuh Equipment load 14894 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 21758 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 1 (Average) Structure 2893 Btuh Ducts 0 Btuh Central vent (0 cfm) 0 Btuh HeatingCooling (none) Area(ft') 170 1704 Equipment latent load 2893 Btuh Volume(ft') 17040 17040 Air changes/hour 0.31 0.15 Equipment total load 24652 Btuh Equiv.AVF (cfm) 88 42 Req. total capacity at 0.75 SHR 2.4 ton Heating Equipment Summary Cooling Equipment Summary Make Trane Make Trane Trade TRANE Trade TRANE Model 4TWR6030 Cond 4TWR6030 AHRI ref 10093528 Coil TAM9A0B30V31 AHRI ref 10093528 Efficiency 9.6 HSPF Efficiency 13.0 EER, 17 SEER Heating input Sensible cooling 19250 Btuh Heating output 28800 Btuh @ 47°F Latent cooling 8250 Btuh Temperature rise 27 °F Total cooling 27500 Btuh Actual air flow 973 cfm Actual air flow 973 cfm Air flow factor 0.065 cfm/Btuh Air flow factor 0.049 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.88 Capacity balance point = 20 °F Backup: Input = 4 kW, Output = 14894 Btuh, 100 AFUE Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wri htsoft 2019-Oct-21 22:07:04 9 Right-Suttee:Universal 2017 17.0.17 RSU17457 Page 2 ACOA ...\EAC,Ayers Residence,369 10th St,Atl Bch.rup Calc=MJ8 Front Door faces: S Manual S Compliance Report Job: Date: wrightsoft p p 1st Floor By: M.Ellis Energy Design Systems, Inc., 11727 Brady Rd, Jacksonville, FL 32223 Phone:904-268-3670 Fax:904-268-3670 Email:gds.jax@agma l,comi Project Information For: Ayers Residence 369 10th St,Atlantic Beach, FL Cooling Equipment Design Conditions Outdoor design DB: 94.4°F Sensible gain: 21886 Btuh Entering coil DB: 74.0°F Outdoor design WB: 77.4°F Latent gain: 3154 Btuh Entering coil WB: 61.7°F Indoor design DB: 74.0°F Total gain: 25040 Btuh Indoor RH: 50% Estimated airflow: 973 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Trane Model: 4TWR6030+TAM9A0B30V31 Actual airflow: 973 cfm Sensible capacity: 21000 Btuh 96% of load Latent capacity: 6500 Btuh 206% of load Total capacity: 27500 Btuh 110% of load SHR: 76% Heating Equipment Design Conditions Outdoor design DB: 38.1°F Heat loss: 18469 Btuh Entering coil DB: 68.0°F Indoor design DB: 68.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Trane Model: 4TWR6030+TAM9A0B30V31 Actual airflow: 973 cfm Output capacity: 28800 Btuh 156% of load Capacity balance: 27 °F Supplemental heat required: 0 Btuh Economic balance: -99 °F Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 973 cfm Output capacity: 5.4 kW 100% of load Temp. rise: 50 °F Meets are all requirements of ACCA Manual S. 2019-Oct-21 22:09:05 wrightsoft Right-Suite®Universal 2017 17.0.17 RSU17457 Page 1 ACOA ...\EAC,Ayers Residence,369 10th St,Atl Bch.rup Calc=MJ8 Front Door faces: S wrightsoft„ Manual S Compliance Report Dae: 2nd Floor By: M.Ellis Energy Design Systems, Inc., 11727 Brady Rd, Jacksonville, FL 32223 Phone:904-268-3670 Fax: 904-268-3670 Email:eds,jax@gmal coma Project Information For: Ayers Residence 369 10th St,Atlantic Beach, FL Cooling Equipment Design Conditions Outdoor design DB: 94.4°F Sensible gain: 21758 Btuh Entering coil DB: 75.6°F Outdoor design WB: 77.4°F Latent gain: 2893 Btuh Entering coil WB: 62.3°F Indoor design DB: 74.0°F Total gain: 24652 Btuh Indoor RH: 50% Estimated airflow: 973 cfm Manufacturer's Performance Data atActual Design Conditions Equipment type: Split ASHP Manufacturer: Trane Model: 4TWR6030+TAM9A0B30V31 Actual airflow: 973 cfm Sensible capacity: 21000 Btuh 97% of load Latent capacity: 6500 Btuh 225% of load Total capacity: 27500 Btuh 112% of load SHR: 76% Heating Equipment Design Conditions Outdoor design DB: 38.1°F Heat loss: 14894 Btuh Entering coil DB: 68.0°F Indoor design DB: 68.0°F Manufacturer's Performance Data atActual Design Conditions Equipment type: Split ASHP Manufacturer: Trane Model: 4TWR6030+TAM9A0B30V31 Actual airflow: 973 cfm Output capacity: 28800 Btuh 193% of load Capacity balance: 20 °F Supplemental heat required: 0 Btuh Economic balance: -99 °F Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 973 cfm Output capacity: 4.4 kW 100% of load Temp. rise: 50 °F Meets are all requirements of ACCA Manual S. 2019-Oct-21 22:09:05 -1411- wrightsoft° Right-Suite®Universal 2017 17.0.17 RSU17457 Page 2 ACCR ...\EAC,Ayers Residence,369 10th St,Atl Bch.rup Calc=MJ8 Front Door faces: S 1st Floor Office WIC © 30 cfm Office Pantry Kitchen a 159 cfm n 55 cfm n115 cfm Powder �3 cfm 7 „ 5 " 6 ji100cfm 4 Hall 1 I. 103 7 38 cfm L 7 4 71 6 " [k1"50 cfm Stair Hall 5 " Livi g 6 " Lau dry 77 cfm 103 cfm Job #: Performed for: Ayers Residence Exclusively for the use of: 369 10th St Environmental Air Condtioring Atlantic Beach, FL ` N 2nd Floor 8.157 cfm WIC El 33 cftn Toilet ®,30 cf n Bed 1 Bed 2 Master Bath ® 78 cfm (0.58 cfm Batt' 1 7 " 1�' 13 cf►n Master WIC 199 cfm W-247 cfm 018 cfm 2 6 „ ( 5 �, 1 8 .. 4 .. 4 „ , —Tri 39 cfm Hall 1. 179 c r�IC 148 cfm 5 cfm 6 " A` 6 " 4 " Kid Lounge Bed 3 8 116 cfm 2 127 cfm Batt- 2 Fi! 38 cfm Job#: Performed for: Ayers Residence Exclusively for the use of: 369 10th St Environmental Air Condiiorirg Atlantic Beach, FL - wrightsoft Duct System Summary Date: 1st Floor By: Exclusively for the use of:, Environmental Air Conditioning Project Information For: Ayers Residence 369 10th St,Atlantic Beach, FL Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0 in H2O 0 in H2O Available static pressure 0.50 in H2O 0.50 in H2O Supply/ return available pressure 0.390/0.110 in H2O 0.390/ 0.110 in H2O Lowest friction rate 0.128 in/100ft 0.128 in/100ft Actual air flow 1000 cfm 1000 cfm Total effective length (TEL) 390 ft Supply Branch Detail Table Design I Htg I Clg (Design I Diam I H x W l Duct1 Actual Ftg.Eqv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln (ft) Ln (ft) Trunk Breakfast c 4576 179 181 0.154 7.0 Ox 0 ShMt 28.5 225.0 st4 Hall 1 h 1142 38 35 0.150 4.0 Ox 0 ShMt 15.0 245.0 st5 Kitchen h 3448 115 111 0.158 6.0 Ox 0 ShMt 22.0 225.0 st4 Laundry h 2319 77 76 0.142 5.0 Ox 0 ShMt 14.0 260.0 st5 Living h 3091 103 101 0.170 6.0 Ox 0 ShMt 14.0 215.0 st4 Living-A h 3091 103 101 0.164 6.0 Ox 0 ShMt 22.0 215.0 st4 Office c 4025 158 159 0.138 7.0 Ox 0 ShMt 37.0 245.0 st5 Office WIC c 885 30 29 0.147 4.0 Ox 0 ShMt 31.0 235.0 st5 Pantry h 1642 55 53 0.144 5.0 Ox 0 ShMt 20.0 250.0 st5 Powder h 100 3 2 0.150 4.0 Ox 0 ShMt 24.0 235.0 st5 Stair Hall I c 3790 I 1381 150 I 0.1281 7.01 Ox 0 1 ShMt 24.0 280.0 1 st5 1 Supply Trunk Detail Table Trunk I Htg Clg I Design I Veloc I Diam I H x W I Duct I Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st3 Peak AVF 1000 1000 0.128 815 15.0 0 x 0 ShtMetl I st4 I Peak AVF I 500 I 495 I 0.154 I 758 I 11.0 I 0 x 0 I ShtMetl I st3 I st5 ' Peak AVF 500 I 505 I 0.128 I 765 11.0 0 x 0 ShtMetl I st3 Bold/italic values have been manually overridden 2019-Oct-21 22:24:32 ,4CGA ..ent\RwrightsoftA Right-Suite®,Universal 2017 17.0.17 RSU17457 Page 1 esidential Manual D\Ayers,369 10th St.rup Calc=MJ8 Front Door faces: N Return Branch Detail Table F Grille I Htg I Cig I TEL I Design I Veloc I Diam I H x W I Stud/Joist I Duct I I Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (in) Matl Trunk rb2 Ox 0 1000 1000 86.0 0.128 634 17.0 Ox 0 ShMt 2019-Oct-21 22:24:32 wrightsoft Right-Suite®Universal 2017 17.0.17 RSU17457 Page 2 ACCT ...ent\Residential Manual D\Ayers,369 10th St.rup Calc=MJ8 Front Door faces: N wrightsoft` Duct System Summary Date: ..42nd Floor By: Exclusively for the use of:, Environmental Air Conditioning Project Information For: Ayers Residence 369 10th St,Atlantic Beach, FL Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0 in H2O 0 in H2O Available static pressure 0.50 in H2O 0.50 in H2O Supply/ return available pressure 0.334/ 0.166 in H2O 0.334/0.166 in H2O Lowest friction rate 0.113 in/100ft 0.113 in/100ft Actual air flow 1000 cfm 1000 cfm Total effective length (TEL) 444 ft Supply Branch Detail Table Design I Htg I Clg (Design I Diam H x W I Duct Actual I Ftg.Eqv I Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln (ft) Ln (ft) Trunk Bath 1 c 387 9 13 0.130 4.0 Ox 0 ShMt 27.0 230.0 st2 Bath 2 c 1101 37 38 0.206 4.0 Ox 0 ShMt 12.0 150.0 st1 Bed 1 h 4909 157 151 0.117 7.0 Ox 0 ShMt 45.0 240.0 st2 Bed 2 c 2250 73 78 0.128 6.0 Ox 0 ShMt 21.0 240.0 st2 Bed 3 h 3977 127 125 0.164 6.0 Ox 0 ShMt 19.0 185.0 st1 Hall 2 c 4046 139 139 0.113 7.0 Ox 0 ShMt 22.0 275.0 st2 Kid Lounge h 3614 116 113 0.128 6.0 Ox 0 ShMt 17.0 245.0 st2 Master Bath C 1687 54 58 0.157 5.0 Ox 0 ShMt 18.0 195.0 st1 Master Bed h 3361 107 104 0.155 6.0 Ox 0 ShMt 30.8 185.0 st1 Master Bed-A h 3361 107 104 0.158 6.0 Ox 0 ShMt 26.5 185.0 st1 Master WIC c 241 6 8 0.183 4.0 Ox 0 ShMt 8.0 175.0 st2 Toilet c 953 30 30 0.175 4.0 Ox 0 ShMt 16.0 175.0 st2 WIC 1 h 1032 3332 0.126 4.0 Ox 0 ShMt 35.0 230.0 st2 WIC 3 I c 141 1 31 5 I 0.2161 4.01 Ox 0 1 ShMt 1 5.0 150.0 1 st1 1 Supply Trunk Detail Table Trunk Htg I Clg Design I Veloc Diam I H x W I Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st1 Peak AVF 437 435 0.155 802 10.0 0 x 0 ShtMetl 1 st2 I Peak AVF 563 I 565 I 0.113 1 856 I 11.0 0 x 0 ShtMetl I Bold/italic values have been manually overridden 2019-Oct-21 22:24:32 wrightsoft' Right-Suite®Universal 2017 17.0.17 RSU17457 Page 3 ...ent\Residential Manual DWyers,369 10th St.rup Calc=MJS Front Door faces: N Return Branch Detail Table Grille I Htg Clg I TEL (Design I Veloc IDiam H x W Stud/Joist I Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (in) Matl Trunk rb3 Ox 0 199 197 135.0 0.123 571 8.0 Ox 0 ShMt rt2 rb4 I Ox 0 2421 2471 147.0 I 0.1131 5601 9.01 Ox 0 I 1 ShMt I rt2 rb5 Ox 0 ( 2351 2291 98.0 I 0.1691 6721 8.01 Ox 0 I I ShMt 1111 rb6 I Ox 0 I 1481 1471 88.0 I 0.1881 5541 7.01 Ox 0 I I ShMt I rt1 rb7 I Ox 0 176 1 179 I 87.0 0.1901 671 I 7.01 Ox 0 I I ShMt I rt2 Return Trunk Detail Table Trunk I Htg I Clg I Design I Veloc Diam I H x W I Duct I Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk rt1 Peak AVF 383 377 0.169 702 10.0 0 x 0 ShtMetl I rt2 ' Peak AVF I 617 I 623 0.113 676 13.0 0 x 0 ShtMetl I I 2019-Oct-21 22:24:32 ACCP ..ent\Rwrightsoft' Right-Suite®Universal 2017 17.0.17 RSU17457 Page 4 esidential Manual D\Ayers,369 10th St.rup Calc=MJ8 Front Door faces: N FORM R405-2017 RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST Florida Department of Business and Professional Regulation Simulated Performance Alternative (Performance) Method Applications for compliance with the 2017 Florida Building Code, Energy Conservation via the residential Simulated Performance Method shall include: ❑ This checklist ❑ A Form R405 report that documents that the Proposed Design complies with Section R405.3 of the Florida Energy Code. This form shall include a summary page indicating home address, e-ratio and the pass or fail status along with summary areas and types of components, whether the home was simulated as a worst-case orientation, name and version of the compliance software tool, name of individual completing the compliance report(one page) and an input summary checklist that can be used for field verification (usually four pages/may be greater). O Energy Performance Level(EPL) Display Card(one page) O HVAC system sizing and selection based on ACCA Manual S or per exceptions provided in Section R403.7 O Mandatory Requirements (five pages) Required prior to CO for the Performance Method: ❑ Air Barrier and Insulation Inspection Component Criteria checklist(Table R402.4.1.1 - one page) O A completed Envelope Leakage Test Report(usually one page) ❑ If Form R405 duct leakage type indicates anything other than "default leakage'; then a completed Form R405 Duct Leakage Test Report(usually one page) 10/21/2019 11:06:38 PM EnergyGauge®USA 6.0.03(Rev. 1)-FlaRes2017 FBC 6th Edition(2017)Compliant Software Page 1 of 1 FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Ayers Detached Garage Builder Name: McAneny Builders,LLC Street: 369 10th St Permit Office: Atlantic Beach City,State,Zip: Atlantic Beach, FL, Permit Number: Owner: Jurisdiction: 261100 Design Location: FL,MAYPORT_NS County: Duval(Florida Climate Zone 2) 1 New construction or existing New(From Plans) 9 Wall Types (1109.6 sqft.) Insulation Area 2. Single family or multiple family Single-family a.Frame Wood,Exterior R=19.0 1109.60 ft2 b.N/A R= ft2 3. Number of units,if multiple family 1 c.N/A R= ft2 4. Number of Bedrooms 0 d.N/A R= ft2 5. Is this a worst case? No 10.Ceiling Types (222.0 sqft.) Insulation Area a.Roof Deck(Unvented) R=19.0 222.00 ft2 6. Conditioned floor area above grade(ft2) 424 b.N/A R= ft2 Conditioned floor area below grade(ft2) 0 c.N/A R= ft2 11.Ducts R ft2 7. Windows(132.9 sqft.) Description Area a. U-Factor: Dbl,U=0.30 132.89 ft2 SHGC: SHGC=0.25 b. U-Factor N/A ft2 12.Cooling systems kBtu/hr Efficiency SHGC: a.Central Unit 9.0 SEER:24.60 b.Central Unit 9.0 SEER:24.60 c. U-Factor: N/A ft2 SHGC: 13.Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a.Electric Heat Pump 10.9 HSPF:12.80 SHGC: b.Electric Heat Pump 10.9 HSPF:12.80 Area Weighted Average Overhang Depth: 1.500 ft. Area Weighted Average SHGC: 0.250 14.Hot water systems 8. Floor Types (424.0 sqft.) Insulation Area a. Cap: 1 gallons EF 0.000 a.Slab-On-Grade Edge Insulation R=0.0 222.00 ft2 b. Conservation features b.Floor Over Other Space R=0.0 202.00 ft2 None c.N/A R= ft2 15.Credits None Glass/Floor Area: 0.313 Total Proposed Modified Loads: 14.57 PASS Total Baseline Loads: 21.16 I hereby certify that the plans and specifications covered by Review of the plans and .... Si 'AT, :4 this calculation are in compliance with the Florida Energy specifications covered by this °� .- g "...'(:).0 Code. calculation indicates compliance fid,, '` ,� , with the Florida Energy Code. r ti:t „ „ O PREPARED BY: _ Before construction is completed ;2 • -s DATE: __ 10/21/19 - this building will be inspected for ,a compliance with Section 553.908 1, ,` iteces,° I hereby certify that this building, as designed, is in compliance Florida Statutes. ';1, ,�s .., ••• with the Florida Energy Code. COD........-'0.1/4.., OWNER/AGENT: _ BUILDING OFFICIAL: _ DATE: /O /Z.S 7 l q DATE: - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory-sealed in accordance with R403.3.2.1. - Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). 10/21/2019 11:06 PM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 1 of 4 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT i. PROJECT Title: Ayers Detached Garage Bedrooms: 0 Address Type: Street Address Building Type: User Conditioned Area: 424 Lot# Owner Name: Total Stories: 2 Block/Subdivision: #of Units: 1 Worst Case: No PlatBook: Builder Name: McAneny Builders,LLC Rotate Angle: 0 Street: 369 10th St Permit Office: Atlantic Beach Cross Ventilation: County: Duval Jurisdiction: 261100 Whole House Fan: City,State,Zip: Atlantic Beach, Family Type: Single-family FL, New/Existing: New(From Plans) Comment: CLIMATE / Design Temp Int Design Temp Heating Design Daily Temp V Design Location TMY Site 97.5% 2.5% Winter Summer Degree Days Moisture Range FL,MAYPORT_NS FL_MAYPORT_NS 39 90 70 75 1037 61 Medium BLOCKS Number Name Area Volume _ 1 Block1 222 1953.6 2 Block2 202 1939.2 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated 1 1st Floor 222 1953.6 No 0 1 Yes Yes Yes 2 2nd Floor 202 1939.2 No 1 0 1 Yes Yes Yes FLOORS V # Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Slab-On-Grade Edge Insulation 1st Floor 65 ft 0 222 ft2 ____ 0 0 1 2 Floor Over Other Space 2nd Floor ____ ____ 202 ft2 0 0 0 1 ROOF / Roof Gable Roof Rad Solar SA Emitt Emitt Deck Pitch V # Type Materials Area Area Color Barr Absor. Tested Tested Insul. (deg) 1 Gable or shed Metal 278 ft2 84 ft2 Medium N 0.6 No 0.3 No 19 36.9 ATTIC V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Unvented 0 222 ft2 N N 10/21/2019 11:06 PM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 2 of 4 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT t. CEILING V # Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic(Unvented) 1st Floor 0 Blown 20 ft2 0.11 Wood 2 Under Attic(Unvented) 2nd Floor 0 Blown 202 ft2 0.11 Wood WALLS / Adjacent Cavity Width Height Sheathing Framing Solar Below V # Ornt To Wall TypP Space R-Value Ft In Ft in ArPa R-Value Fraction Absor Grade% 1 S Exterior Frame-Wood 1st Floor 19 15 8.8 132.0 ft2 0.05 0.170000 0 2 E Exterior Frame-Wood 1st Floor 19 17.5 8.8 154.0 ft2 0.05 0.170000 0 3 N Exterior Frame-Wood 1st Floor 19 15 8.8 132.0 ft2 0.05 0.170000 0 4 W Exterior Frame-Wood 1st Floor 19 17.5 8.8 154.0 ft2 0.05 0.170000 0 5 S Exterior Frame-Wood 2nd Floor 19 15 9.6 144.0 ft2 0.05 0.170000 0 6 E Exterior Frame-Wood 2nd Floor 19 13 9.6 124.8 ft2 0.05 0.170000 0 7 N Exterior Frame-Wood 2nd Floor 19 15 9.6 144.0 ft2 0.05 0.170000 0 8 W Exterior Frame-Wood 2nd Floor 19 13 9.6 124.8 ft2 0.05 0.170000 0 WINDOWS Orientation shown is the entered,Proposed orientation. / Wall Overhang V # Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 S 1 Vinyl Low-E Double Yes 0.3 0.25 N 5.3 ft2 1.5 ft 0 in 1.5 ft 0 in None None 2 E 2 Vinyl Low-E Double Yes 0.3 0.25 N 18.9 ft2 1.5 ft 0 in 10.1 ft 0 i None None 3 S 1 Vinyl Low-E Double Yes 0.3 0.25 N 20.7 ft2 1.5 ft 0 in 2.1 ft 0 in None None 4 E 2 Vinyl Low-E Double Yes 0.3 0.25 N 42.0 ft2 1.5 ft 0 in 1.3 ft 0 in None None 5 S 5 Vinyl Low-E Double Yes 0.3 0.25 N 18.4 ft2 1.5 ft 0 in 1.3 ft 0 in None None 6 E 6 Vinyl Low-E Double Yes 0.3 0.25 N 27.6 ft2 1.5 ft 0 in 5 ft 0 in None None INFILTRATION # Scope Method SLA CFM 50 ELA EqLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000408 454.2 24.93 46.89 .2311 7 HEATING SYSTEM V # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ None HSPF:12.8 10.9 kBtu/hr 1 Ductless 2 Electric Heat Pump/ None HSPF:12.8 10.9 kBtu/hr 2 Ductless COOLING SYSTEM V # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ None SEER:24.6 9 kBtu/hr 270 cfm 0.75 1 Ductless 2 Central Unit/ None SEER:24.6 9 kBtu/hr 270 cfm 0.75 2 Ductless 10/21/2019 11:06 PM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 3 of 4 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT SOLAR HOT WATER SYSTEM V FSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF None None ft2 TEMPERATURES Programable Thermostat: N Ceiling Fans: Cooling Jan Feb Mar Apr Ma X Jun Jul X Au X Se Oct Nov Dec HeatingX; Jan )C Feb X Mar Apr Ma Jun Jul Au Se ' Oct X Nov X Dec VentinJan Feb X Mar X Apr May Jun Jul Aug Sep X Oct X" Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling(WD) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Cooling(WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating(WD) AM 68 68 68 68 68 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 Heating(WEH) AM 68 68 68 68 68 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 MASS Mass Type Area Thickness Furniture Fraction Space Default(8 lbs/sq.ft. 0 ft2 0 ft 0.3 1st Floor Default(8 lbs/sq.ft. 0 ft2 0 ft 0.3 2nd Floor 10/21/2019 11:06 PM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 4 of 4 ' 2017'EPL DISPLAY CARD ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* =69 The lower the Energy Performance Index, the more efficient the home. 1. New home or, addition 1. New(From Plans) 12. Ducts, location&insulation level a) Supply ducts R 2. Single-family or multiple-family 2. Single-family b) Return ducts R c)AHU location 3. No. of units (if multiple-family) 3. 1 4. Number of bedrooms 4. 0 13. Cooling system: Capacity 18.0 a) Split system SEER 5. Is this a worst case?(yes/no) 5. No b) Single package SEER c) Ground/water source SEER/COP 6. Conditioned floor area (sq. ft.) 6. 424 d) Room unit/PTAC EER e) Other 24.6 7. Windows, type and area a) U-factor:(weighted average) 7a. 0.300 b) Solar Heat Gain Coefficient(SHGC) 7b. 0.250 14. Heating system: Capacity 21.8 c) Area 7c. 132.9 a) Split system heat pump HSPF b) Single package heat pump HSPF 8. Skylights c) Electric resistance COP a) U-factor:(weighted average) 8a. NA d) Gas furnace, natural gas AFUE b) Solar Heat Gain Coefficient(SHGC) 8b. NA e) Gas furnace, LPG AFUE f) Other 12.80 9. Floor type, insulation level: a) Slab-on-grade(R-value) 9a. 0.0 b) Wood, raised (R-value) 9b. 15. Water heating system c) Concrete, raised (R-value) 9c. a) Electric resistance EF b) Gas fired, natural gas EF 10. Wall type and insulation: c) Gas fired, LPG EF A. Exterior: d) Solar system with tank EF 1. Wood frame(Insulation R-value) 10A1. 19.0 e) Dedicated heat pump with tank EF 2. Masonry (Insulation R-value) 10A2. f) Heat recovery unit HeatRec% B. Adjacent: g) Other 1. Wood frame(Insulation R-value) 10B1. 2. Masonry (Insulation R-value) 1082. 16. HVAC credits claimed (Performance Method) 11. Ceiling type and insulation level a) Ceiling fans a) Under attic 11a. 0.0 b) Cross ventilation No b) Single assembly 11 b. c)Whole house fan No c) Knee walls/skylight walls 11c. d) Multizone cooling credit d) Radiant barrier installed 11d. No e) Multizone heating credit f) Programmable thermostat No *Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. I certify that this home has complied with the Florida Building Code, Energy Conservation, through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL display card will be completed based on installed code compliant features. Builder Signature: Date: IO/Zr Address of New Home: 369 10th St City/FL Zip: Atlantic Beach, FL 10/21/2019 11:06:45 PM EnergyGauge®USA 6.0.03(Rev. 1)-FlaRes2017 FBC 6th Edition(2017)Compliant Software Page 1 of 1 Florida Building Code, Energy Conservation, 6th Edition (2017) • Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods ADDRESS: 369 10th St Permit Number: Atlantic Beach , FL, MANDATORY REQUIREMENTS See individual code sections for full details. SECTION R401 GENERAL I n R401.3 Energy Performance Level(EPL)display card(Mandatory)Che building official shall require that an energy performance level(EPL)display card I be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law(Section 553.9085, Florida Statutes)requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit.The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate code compliance for the building.A copy of the EPL display card can be found in Appendix RD. • R402.4 Air leakage(Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.4.1 through R402.4.5. Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to comply with Section C402.5. El R402.4.1 Building thermal enveldjblebuilding thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2.The sealing methods between dissimilar materials shall allow for differential expansion and contraction. O R402.4.1.1 InstallationThe components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table R402.4.1.1,as applicable to the method of construction.Where required by the code official,an approved third party shall inspect all components and verify compliance. ❑ R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air changes per hour in Climate Zones 1 and 2, and three air changes per hour in Climate Zones 3 through 8.Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 pascals).Testing shall be conducted by either individuals as defined in Section 553.993(5)or(7), Florida Statutes.or individuals licensed as set forth in Section 489.105(3)(f),(g)or(i)or an approved third party.A written report of the results of the test shall be signed by the party conducting the test and provided to the code official.Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. Exception: Testing is not required for additions,alterations, renovations,or repairs,of the building thermal envelope of existing buildings in which the new construction is less than 85 percent of the building thermal envelope. During testing: 1. Exterior windows and doors,fireplace and stove doors shall be closed,but not sealed, beyond the intended weatherstripping or other infiltration control measures. 2. Dampers including exhaust, intake,makeup air,backdraft and flue dampers shall be closed.but not sealed beyond intended infiltration control measures. 3. Interior doors,if installed at the time of the test,shall be open. 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5. Heating and cooling systems, if installed at the time of the test. shall be turned off. 6. Supply and return registers, if installed at the time of the test,shall be fully open. O R402.4.2 Fireplaces. New wood-burning fireplaces shall have tight-fitting flue dampers or doors,and outdoor combustion air.Where using tight-fitting doors on factory-built fireplaces listed and labeled in accordance with UL 127,the doors shall be tested and listed for the fireplace. Where using tight-fitting doors on masonry f;replaces,the doors shall be listed and labeled in accordance with UL 907. n R402.4.3 Fenestration air IeakagdNindows,skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot(1.5 L/s/m2),and swinging doors no more than 0.5 cfm per square foot(2.6 L/s/m2),when tested according to NFRC 400 or AAMA/ WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site-built windows,skylights and doors. 10/21/2019 11:06 PM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) nR402.4.4 Rooms containing fuel-burning appliances. In Climate Zones 3 through 8,where open combustion air ducts provide combustion air to open combustion fuel burning appliances.the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room. isolated from inside the thermal envelope.Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402.1.2,where the walls,floors and ceilings shall meet not less than the basement wall R-value requirement.The door into the room shall be fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403.The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: 1. Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. 2. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code, Residential. nR402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces.All recessed luminaires shall be IC-rated and labeled as having an air leakage rate not more than 2.0 cfm(0.944 L/s)when tested in accordance with ASTM E283 at a 1.57 psf(75 Pa)pressure differential.All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. SECTION R403 SYSTEMS R403.1 Controls. R403.1.1 Thermostat provision(Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. n R403.1.3 Heat pump supplementary heat(Mandatory). Heat pumps having supplementary electric-resistance heat shall have controls that, except during defrost.prevent supplemental heat operation when the heat pump compressor can meet the heating load. nR403.3.2 Sealing(Mandatory) All ducts,air handlers,filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers,shall be constructed and sealed in accordance with Section C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below. Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5)or(7), Florida Statutes,or individuals licensed as set forth in Section 489.105(3)(f), (g)or(i),Florida Statutes,to be substantially leak free"in accordance with Section R403.3.3. ❑ R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design airflow rate when tested in accordance with ASHRAE 193. R403.3.3 Duct testing(Mandatory).Ducts shall be pressure tested to determine air leakage by one of the following methods: 1, Rough-in test:Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa)across the system,including the manufac handler enclosure if installed at the time of the test.All registers shall be taped or otherwise sealed during the test. 2 Postconstruction test:Total leakage shall be measured with a pressure differential of 0.1 inch w.g.(25 Pa)across the entire system.including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the test. Exceptions: 1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope. 2. Duct testing is not mandatory for buildings complying by Section 405 of this code. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. nR403.3.5 Building cavities(Mandatory). Building framing cavities shall not be used as ducts or plenums. I�I R403.4 Mechanical system piping insulation(Mandatory). Mechanical system piping capable of carrying fluids above 105°F(41°C)or I I below 55°F(13°C)shall be insulated to a minimum of R-3. R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that caused by sunlight,moisture,equipment maintenance and wind,and shall provide shielding from solar radiation that can cause degradation of the material. Adhesive tape shall not be permitted. R403.5.1 Heated water circulation and temperature maintenance systems(MandatoryJeatedwater circulation systems shall be in accordance with Section R403.5.1.1. Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2.Automatic controls.temperature sensors and pumps shall be accessible.Manual controls shall be readily accessible. R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump.The system return pipe shall ❑ be a dedicated return pipe or a cold water supply pipe.Gravity and thermosiphon circulation systems shall be prohibited.Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the occupancy.The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and when there is no demand for hot water. ❑ R403.5.1.2 Heat trace systems.Electric heat trace systems shall comply with IEEE 515.1 or UL 515.Controls for such systems shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy. 10/21/2019 11:06 PM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) El R403.5.5 Heat traps(Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 Y2 inches(89 mm)in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.5.6 Water heater efficiencies(Mandatory). 111 R403.5.6.1.1 Automatic controls. Service water-heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use.The minimum temperature setting range shall be from 100°F to 140°F(38°C to 60°C). R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off A separate valve shall be provided to permit the energy supplied to the main burner(s)of combustion types of service water-heating systems to be turned off. R403.5.6.2 Water-heating equipment. Water-heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code,Energy Conservation,Commercial Provisions,for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water-heating category. Solar water heaters shall meet the criteria of Section R403.5 6.2.1. R403.5.6.2.1 Solar water-heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system.The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806.Test Methods for Solar Collectors,and SRCC Standard TM-1,Solar Domestic Hot Water System and Component Test Protocol.Collectors in installed solar water-heating systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal,and 2. Be installed at an orientation within 45 degrees of true south. 0 R403.6 Mechanical ventilation(Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential,or Florida Building Code, Mechanical,as applicable,or with other approved means of ventilation including: Natural.. Infiltration or Mechanical means.Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. El R403.6.1 Whole-house mechanical ventilation system fan efficacy When installed to function as a whole-house mechanical ventilation system.fans shall meet the efficacy requirements of Table R403.6.1. Exception: Where whole-house mechanical ventilation fans are integral to tested and listed HVAC equipment,they shall be powered by an electronically commutated motor. R403.6.2 Ventilation air. Residential buildings designed to be operated at a positive indoor pressure or for mechanical ventilation shall meet the following criteria: 1. The design air change per hour minimums for residential buildings in ASHRAE 62.2,Ventilation for Acceptable Indoor Air Quality.shall be the maximum rates allowed for residential applications. 2. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics,crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas 3. If ventilation air is drawn from enclosed space(s).then the walls of the space(s)from which air is drawn shall be insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum of R-19,space permitting,or R-10 otherwise. R403.7 Heating and cooling equipment(Mandatory). R403.7.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies,based on building loads for the directicnal orientation of the building.The manufacturer and model number of the outdoor and indoor units(if split system)shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This Code does not allow designer safety factors,provisions for future expansion or other factors that affect equipment sizing.System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. New or replacement heating and cooling equipment shall have an efficiency rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed. TABLE R403.6.1 WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY FAN LOCATION AIRFLOW RATE MINIMUM MINIMUM EFFICACY a AIRFLOW RATE MAXIMUM (CFM) (CFM/WATT) (CFM) Range hoods Any 2.8 cfm/watt Any In-line fan Any 2.8 cfm/watt Any Bathroom,utility room 10 1.4 cfm/watt <90 Bathroom.utility room 90 2.8 cfm/watt Any For SI: 1 cfm=28.3 L/min. a. When tested in accordance with HVI Standard 916 10/21/2019 11:06 PM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 3 of 5 MANDATORY REQUIREMENTS - (Continued) R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.7,or the closest available size provided by the manufacturer's product lines.The corresponding latent capacity of the equipment shall not be less than the calculated latent load. The published value for AHRI total capacity is a nominal,rating-test value and shall not be used for equipment sizing. Manufacturer's expanded performance data shall be used to select cooling-only equipment.This selection shall be based on the outdoor design dry-bulb temperature for the load calculation(or entering water temperature for water-source equipment),the blower CFM provided by the expanded performance data,the design value for entering wet-bulb temperature and the design value for entering dry-bulb temperature. Design values for entering wet-bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s)is installed in an unconditioned space. Exceptions: 1. Attached single-and multiple-family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida-registered engineer,in attached single-and multiple-family units.the capacity of equipment may be sized in accordance with good design practice. R403.7.1.2 Heating equipment capacity. ❑ R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section R403.7.1.1,and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if the design heating load is 1.15 times greater than the design cooling load. R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.7.1. R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.7.1. R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis,such as anticipated additional loads caused by major entertainment events,shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2 A variable capacity system sized for optimum performance during base load periods is utilized. R403.8 Systems serving multiple dwelling units(Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403. ❑ R403.9 Snow melt and ice system controls(Mandatory)Snow-and ice-melting systems,supplied through energy service to the building,shall include automatic controls capable of shutting off the system when the pavement temperature is above 50°F(10°C),and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F(4.8°C). n R403.10 Pools and permanent spa energy consumption(Mandatory). The energy consumption of pools and permanent spas shall be in accordance with Sections R403.10.1 through R403.10.5. R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on-off switch that is an integral part of the heater mounted on the exterior of the heater,or external to and within 3 feet(914 mm)of the heater.Operation of such switch shall not change the setting of the heater thermostat.Such switches shall be in addition to a circuit breaker for the power to the heater. Gas-fired heaters shall not be equipped with continuously burning ignition pilots. R403.10.2 Time switches.Time switches or other control methods that can automatically turn off and on according to a preset schedule shall be installed for heaters and pump motors.Heaters and pump motors that have built-in time switches shall be in compliance with this section. Exceptions: 1. Where public health standards require 24-hour pump operation. 2. Pumps that operate solar-and waste-heat-recovery pool heating systems. 3. Where pumps are powered exclusively from on-site renewable generation. Q R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor-retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Where more than 70 percent of the energy for heating,computed over an operation season,is from site-recovered energy. such as from a heat pump or solar energy source,covers or other vapor-retardant means shall not be required. R403.10.4 Gas-and oil-fired pool and spa heaters. All gas-and oil-fired pool and spa heaters shall have a minimum thermal 111 efficiency of 82 percent for heaters manufactured on or after April 16,2013,when tested in accordance with ANSI Z 21.56.Pool heaters fired by natural or LP gas shall not have continuously burning pilot lights. 10/21/2019 11:06 PM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 4 of 5 • • R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160.Table 2.Standard Rating Conditions-Low Air Temperature.A test report from an independent laboratory is required to verify procedure compliance.Geothermal swimming pool heat pumps are not required to meet this standard. ri R403.11 Portable spas(Mandator541e energy consumption of electric-powered portable spas shall be controlled by the requirements of APSP-14. SECTION R404 ELECTRICAL POWER AND LIGHTING SYSTEMS 1-7 R404.1 Lighting equipment(Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be high-efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high-efficacy lamps. Exception:Low-voltage lighting. R404.1.1 Lighting equipment(Mandatory}uel gas lighting systems shall not have continuously burning pilot lights. 10/21/2019 11:06 PM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 5 of 5 2017 -AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Ayers Detached Garage Builder Name: McAneny Builders. LLC Street: 369 10th St Permit Office: Atlantic Beach City,State,Zip: Atlantic Beach,FL, Permit Number: Owner Jurisdiction: 261100 w Design Location: FL. MAYPORT_NS v COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air-permeable insulation shall The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. requirements Breaks or joints in the air barrier shall be sealed. The air barrier in any dropped ceiling/soffit shall be aligned with the The insulation in any dropped ceiling/soffit Ceiling/attic insulation and anygaps in the air barrier shall be sealed. 9 p shall be aligned with the air barrier. Access openings,drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls The junction of the top plate and the top of exterior walls shall be sealed. shall be insulated by completely filling the cavity with a Knee walls shall be sealed. material having a thermal resistance of R-3 per inch minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows.skylights The space between window/door jambs and framing,and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of insulation. Floor framing cavity insulation shall be installed to (including maintain permanent contact with the underside of above-garage subfloor decking,or floor framing cavity insulation shall and cantilevered floors) be permitted to be in contact with the top side of sheathing,or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with a Where provided instead of floor insulation, insulation Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls Shafts,penetrations Duct shafts, utility penetrations,and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit,or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall Recessed light fixtures installed in the building be sealed to the drywall. thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls,or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall be on exterior wall tubs shall separate them from the showers and tubs. insulated. Electrical/phone box on The air barrier shall be installed behind electrical or communication exterior walls boxes or air-sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub-floor or drywall. Concealed When required to be sealed.concealed fire sprinklers shall only be sealed sprinklers in a manner that is recommended by the manufacturer.Caulking or other adhesive sealants shall not be used to fill voids between fire sprinkler cover plates and walls or ceilings. a. In addition,inspection of log walls shall be in accordance with the provisions of ICC-400. 10/21/2019 11:06 PM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 1 of 1 • • Envelope Leakage Test Report (Blower Door Test) Residential Prescriptive, Performance or ERI Method Compliance 2017 Florida Building Code, Energy Conservation, 6th Edition Jurisdiction: 261100 Permit#: Job Information Builder: McAneny Builders, LLC Community: Lot: NA Address: 369 10th St City: Atlantic Beach State: FL Zip: Air Leakage Test Results Passing results must meet either the Performance, Prescriptive, or ER!Method OPRESCRIPTIVE METHOD-The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour at a pressure of 0.2 inch w.g.(50 Pascals)in Climate Zones 1 and 2. O PERFORMANCE or ERI METHOD-The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding the selected ACH(50)value,as shown on Form R405-2017(Performance)or R406-2017(ERI),section labeled as infiltration,sub-section ACH50. ACH(50)specified on Form R405-2017-Energy Calc(Performance)or 8406-2017(ER!): 7.000 x 60 - 3893 = _ Method for calculating building volume: CFM(50) Building Volume ACH(50) 0 Retrieved from architectural plans PASS •Code software calculated When ACH(50) is less than 3, Mechanical Ventilation installation O Field measured and calculated must be verified by building department. R402.4.1.2 Testing.Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5)or(7),Florida Statues.or individuals licensed as set forth in Section 489.105(3)(f), (g),or(i)or an approved third party.A written report of the results of the test shall be signed by the party conducting the test and provided to thecode official.Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors,fireplace and stove doors shall be closed,but not sealed, beyond the intended weatherstripping or other infiltration control measures. 2. Dampers including exhaust, intake,makeup air.back draft and flue dampers shall be closed,but not sealed beyond intended infiltration control measures. 3. Interior doors. if installed at the time of the test.shall be open. 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5. Heating and cooling systems. if installed at the time of the test,shall be turned off. 6.Supply and return registers, if installed at the time of the test,shall be fully open. Testing Company Company Name: Phone: I hereby verify that the above Air Leakage results are in accordance with the 2017 6th Edition Florida Building Code Energy Conservation requirements according to the compliance method selected above. Signature of Tester: Date of Test: Printed Name of Tester: License/Certification #: Issuing Authority: 10/21/2019 11:06:52 PM EnergyGauge®USA 6.0.03(Rev. 1)-FlaRes2017 FBC 6th Edition(2017)Compliant Software Page 1 of 1 • Manual S Compliance Report Job: - - tvrightsoft p P Dace: 10n0/19 Garage Storage By: M.Ellis Energy Design Systems, Inc., 11727 Brady Rd, Jacksonville, FL 32223 Phone:904-268-3670 Fax: 904-268-3670 Email:edsjaxggmail coma Project Information For: Ayers Detached Garage 369 10th St,Atlantic Beach, FL Cooling Equipment Design Conditions Outdoor design DB: 94.4°F Sensible gain: 7150 Btuh Entering coil DB: 80.4°F Outdoor design WB: 77.4°F Latent gain: 987 Btuh Entering coil WB: 63.9°F Indoor design DB: 74.0°F Total gain: 8138 Btuh Indoor RH: 50% Estimated airflow: 300 cfm Manufacturer's Performance Data atActual Design Conditions Equipment type: Split ASHP Manufacturer: Mitsubishi Electric Model: MUZ-GLO9NAH+MSZ-GL09NA Actual airflow: 300 cfm Sensible capacity: 6300 Btuh 88% of load Latent capacity: 2700 Btuh 273% of load Total capacity: 9000 Btuh 111% of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 38.1°F Heat loss: 5528 Btuh Entering coil DB: 68.0°F Indoor design DB: 68.0°F Manufacturer's Performance Data atActual Design Conditions Equipment type: Split ASHP Manufacturer: Mitsubishi Electric Model: MUZ-GLO9NAH+MSZ-GL09NA Actual airflow: 300 cfm Output capacity: 10900 Btuh 197% of load Capacity balance: 21 °F Supplemental heat required: 0 Btuh Economic balance: -99 °F Backup equipment type: Elec strip Manufacturer. Model: Actual airflow: 300 cfm Output capacity: 1.6 kW 100% of load Temp. rise: 50 °F Meets are all requirements of ACCA Manual S. 2019-Oct-21 23:07:06 wrightsoft° Right-Suite®Universal 2017 17.0.17 RSU17457 Page 1 ACOA ...Ayers Detached Garage,369 10th St,Atl Bch.rup Calc=MJ8 Building Front faces: S • Manual S Compliance Report Job: /rightsoft p p Date: 10120119 Office By: M.Ellis Energy Design Systems, Inc., 11727 Brady Rd, Jacksonville, FL 32223 Phone:904-268-3670 Fax: 904-268-3670 Email:eds,jax@gmail,comi Project Information For: Ayers Detached Garage 369 10th St, Atlantic Beach, FL Cooling Equipment Design Conditions Outdoor design DB: 94.4°F Sensible gain: 6812 Btuh Entering coil DB: 78.2°F Outdoor design WB: 77.4°F Latent gain: 1152 Btuh Entering coil WB: 63.2°F Indoor design DB: 74.0°F Total gain: 7964 Btuh Indoor RH: 50% Estimated airflow: 300 cfm Manufacturer's Performance Data atActual Design Conditions Equipment type: Split ASHP Manufacturer: Mitsubishi Electric Model: MUZ-GLO9NAH+MSZ-GLO9NA Actual airflow: 300 cfm Sensible capacity: 7290 Btuh 107% of load Latent capacity: 1710 Btuh 148% of load Total capacity: 9000 Btuh 113% of load SHR: 81% Heating Equipment Design Conditions Outdoor design DB: 38.1°F Heat loss: 3255 Btuh Entering coil DB: 68.0°F Indoor design DB: 68.0°F Manufacturer's Performance Data atActual Design Conditions Equipment type: Split ASHP Manufacturer: Mitsubishi Electric Model: MUZ-GLO9NAH+MSZ-GLO9NA Actual airflow: 300 cfm Output capacity: 10900 Btuh 335% of load Capacity balance: 6.9 °F Supplemental heat required: 0 Btuh Economic balance: -99 °F Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 300 cfm Output capacity: 1.0 kW 100% of load Temp. rise: 50 °F Meets are all requirements of ACCA Manual S. 2019-Oct-21 23:07:06 �.` wrightsoft Right-Suite®Universal 2017 17.0.17 RSU17457 Page 2 ACCN ...Ayers Detached Garage.369 10th St,Atl Bch.rup Calc=MJ8 Building Front faces. S • l` 4 wrightsoft Project Summary Date: 10/20/19 • dm Garage Storage By: M.Ellis Energy Design Systems. Inc., 11727 Brady Rd. Jacksonville. FL 32223 Phone 904-268-3670 Fax 904-268-3670 Email:eds.lax(tDomail.comi Pro'ect Information For: Ayers Detached Garage 369 10th St,Atlantic Beach, FL Notes: Desi. n Information Weather: Mayport Ns, FL, US Winter Design Conditions Summer Design Conditions Outside db 38 °F Outside db 94 °F Inside db 68 °F Inside db 74 °F Design TD 30 °F Design TD 20 °F Daily range L Relative humidity 50 Moisture difference 52 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 5528 Btuh Structure 5102 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 2048 Btuh Piping 0 Btuh Equipment load 5528 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 7150 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 1 (Average) Structure 987 Btuh Ducts 0 Btuh Central vent (0 cfm) 0 Btuh Heating Cooling (none) Area (ft2) 222 222 Equipment latent load 987 Btuh Volume (ft') 1954 1954 Air changes/hour 0.96 0.33 Equipment total load 8138 Btuh Equiv. AVF (cfm) 31 11 Req. total capacity at 0.75 SHR 0.8 ton Heating Equipment Summary Cooling Equipment Summary Make Mitsubishi Electric Make Mitsubishi Electric Trade M-Series Trade M-Series Model MUZ-GLO9NAH Cond MUZ-GLO9NAH AHRI ref 201836070 Coil MSZ-GLO9NA AHRI ref 201836070 Efficiency 12.8 HSPF Efficiency 14.7 EER, 24.6 SEER Heating input Sensible cooling 6300 Btuh Heating output 10900 Btuh @ 47°F Latent cooling 2700 Btuh Temperature rise 33 °F Total cooling 9000 Btuh Actual air flow 300 cfm Actual air flow 300 cfm Air flow factor 0.054 cfm/Btuh Air flow factor 0.059 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.88 Capacity balance point = 21 °F Backup: Input = 2 kW, Output = 5528 Btuh, 100 AFUE Calculations approved byACCA to meet all requirements of Manual J 8th Ed. 6 Wrightsoft Right-Suite®Universal 2017 17.0.17 RSU17457 2019-Oct-21 23:07.01 .4CCAPage 1 ...Ayers Detached Garage, 369 10th St,Atl Bch rup Calc=MJ8 Building Front faces. S r Job: Ili wrightsoft Project Summary Date: 10/20/19 • . y Office By: M.Ellis Energy Design Systems, Inc., 11727 Brady Rd, Jacksonville, FL 32223 Phone 904-268-3670 Fax 904-268-3670 Email:eds.jax(cdgmail.comi Project Information For: Ayers Detached Garage 369 10th St,Atlantic Beach, FL Notes: Desi• n Information Weather: Mayport Ns, FL, US Winter Design Conditions Summer Design Conditions Outside db 38 °F Outside db 94 °F Inside db 68 °F Inside db 74 °F Design TD 30 °F Design TD 20 °F Daily range L Relative humidity 50 % Moisture difference 52 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 3255 Btuh Structure 5446 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 1365 Btuh Piping 0 Btuh Equipment load 3255 Btuh Use manufacturers data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 6812 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 1 (Average) Structure 1152 Btuh Ducts 0 Btuh Central vent (0 cfm) 0 Btuh Heating Cooling (none) Area (ft2) 202 202 Equipment latent load 1152 Btuh Volume (ft') 1939 1939 Air changes/hour 0.88 0.31 Equipment total load 7964 Btuh Equiv. AVF (cfm) 28 10 Req. total capacity at 0.75 SHR 0.8 ton Heating Equipment Summary Cooling Equipment Summary Make Mitsubishi Electric Make Mitsubishi Electric Trade M-Series Trade M-Series Model MUZ-GL09NAH Cond MUZ-GL09NAH AHRI ref 201836070 Coil MSZ-GL09NA AHRI ref 201836070 Efficiency 12.8 HSPF Efficiency 14.7 EER, 24.6 SEER Heating input Sensible cooling 6300 Btuh Heating output 10900 Btuh @ 47°F Latent cooling 2700 Btuh Temperature rise 33 °F Total cooling 9000 Btuh Actual air flow 300 cfm Actual air flow 300 cfm Air flow factor 0.092 cfm/Btuh Air flow factor 0.055 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.86 Capacity balance point = 7 °F Backup: Input = 1 kW, Output = 3255 Btuh. 100 AFUE Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrightsoft 2019-Oct-21 23:07 06 g Right-Suite®Universal 2017 17.0.17 RSU17457 Page 2 ACCP ..Ayers Detached Garage,369 10th St,Atl Bch rup Calc=MJ8 Building Front faces: S MAP SHOWING BOUNDARY SURVEY OF LOT 32, BLOCK 13, SUBDIVISION "A" ATLANTIC BEACH, AS RECORDED IN PLAT BOOK 5, PAGE 69, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: JOSEPH A. AYERS AND AMY L. AYERS TIAA BANK RICHARD T. MOREHEAD TITLE AND ESCROW INCORPORATED OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY, INCORPORATED LOT 33 LOT 31 LOT 29 BLOCK 13 BLOCK 13 BLOCK 13 0.1; 6' L-2 S PALM. 0'L 0.32.1' RJ • x,b L11.2'� �'t� e 10" PALM 27" OAK ��Ltj (j(( 37" SYCAMOREAM�ss, y 7a� '9"20' BUILDINGPALM 14" PALM ``'•twj'' RESTRIQTION LINE �� I 15.2' 2 WELL,'Q 10" PALM 0-„ •• :0),,../SPLANTERZ . z = � 13" PALMS}��, 14" PALM of oz :. L-1 " I- TWO STORY ur ' 15 c. FRAMED GARAGE ,. S 83'32'11" W a 108' o 50.02' (MEASURED) 14.4 EIMER -CCCe 50.00' (PLAT) Q FUTURE PROP pED _ 7 I D �0 Q STONE �' PP999911 PAVERS \�. LL.1 ~m FUTUREI -1 L-2 O%� 9 POOL I d N 8314'03" E `� r I � � 49.98' (MEASURED) o L'OT 32 Y °0 0 50.00' (PLAT) o Oi I BLOCK 13 ° e I I 0) 0 rin te.. 5.2' I n 120.9' I I. •- •- 113.9' L _ _ J 19 414" PALM ;,, COVERED N PATIO '.° n LOT 34 BLOCK 13 ^� I0 I I L,, T 1011'--- i z ��/ LOT 30 3 "oo I W BLOCK 13 m, I 7 0.3 , 0 I ui 0.3' II D w " S II�� ET— — J rD � <<CI i' B O Z .A/c PROPOSED co �,�,��� () PAD N h,I,I,I •H . I TWO STORY Y LL a ; ,j»5 a � kVA ei L., " rn.8 J ,;t O o>_ 3 / _8' I11j 16.2' J 12 ' •1S44 I o 6'" 12"PALMCOVEREDJo9.Y�— ENTRY ,,,,� Z Z o 3MN WOOD STEPS ,I`', I (n? 13" PALM a RESTRIBTLDNG LINE®®®oiMSEI 0.2 ,TLII0=, m.3. = EXIST(DING FLOW LINE '2, 13" PALM STONE PAVERS ; ;,,,;`. 4 - = EXISTING ELEVATIONS oLa vi nt �r�q ;� PAVER ;• 7a5 = TREE (SIZE AND TYPE AS NOTED) 1..t�'12" PALM ,,%DRIVEWAY ,I '�I..tt.�r 400.00' (PLAT) r„e, 1...1111 „ �,�,�,,,/BOCK 400.17' (MEASURED) METER(] a,f �!M a R ,, 4pr.g4 '2 METER 5 CORNER• �/ S”1.1.5 •'efl_ '4' SIDEWALK'1 4 0,0 L-1• ' 1.1 8.37' LEGEND: ea Wood ELEPHONE 191 1;) POWER RISER Q = SET 1/2" REBAR PC = POINT OF CURVATURE EDGE OF ASPHALT �" POL SRI STAMPED PSM; 1 0TH STREET • = FOUND 1/2" IRON PIPE PT = POINT OF TANGENCY . NO IDENTIFICATION PRC = POINT OF REVERSE CATCH BASIN (40' RIGHT OF WAY) BENCHMARK (UNLESS OTHERWISE NOTED) CURVATURE =7.60' -4•1 0 •= 4"x4" CONCRETE MONUMENT PCC = POINT OF COMPOUND ® �� SET NAIL & DISK ELEVATION= 7.93' CURVATURE A/C = AIR CONDITIONER = CONCRETE NAVD 1988 —x— = FENCE Ray Thompson REVISIONs SURVEYING, inc. +RirtIttro T. .Jillorrltrtto DATE DESCRIPTION 11-04-19 SITE PLAN Going the DISTANCE for You Mlle anb 3EsTrow, Jnr 1825 University Boulevard West 444 THIRD STREET Jacksonville,Florida 32217 NEPTUNE BEACH, FLORIDA, 32266 (Phone)904-448-5125 (9o4)-247-5147 � FAX (904)-247-6087 (Fax) 904-448-5178 JOB # 37059-A I DATE OF FIELD SURVEY: 02-04-19 I SCALE: 1" = 20' NOTES: Nos 36'03" w CERTIFICATE 1. BEARINGS ARE BASED ON THE ASSUMED BEARING OF ALONG THE WESTERLY BOUNDARY LINE OF SUBJECT PARCEL. I HEREBY CERTIFY THAT THI• % 18iAg4,A 8, INDER MY RESPONSIBLE CHARGE 2. BY GRAPHIC PLOTTING ONLY THE CAPTIONED LANDS LIE WITHIN FLOOD ZONE AND MEETS THE STANDARD -ACTCE s BY THE FLORIDA .2L___—_- AS SHOWN ON THE NATIONAL FLOOD INSURANCE MAP, BOARD OF PROFESSION• .-VEYO4_ EC 07, •,AP TER 5J-17, FLORIDA DATED: NOVEMBER 2, 2018, COMMUNITY NUMBER: 120075 PANEL Q409-�L ADMINiS'RAT!VE Co: u�,N" 0 SFC' ,� '4!DA STATUTES. 3. THIS SURVEY REFLECTS ALL EASEMENTS & RIGHTS OF WAY AS PER RECORDED PLAT &/OR TITLE COMMITMENT OR OTHER DOCUMENTS PROVIDED BY CLIENT, IF /, SUPPLIED. UNLESS OTHERWISE STATED, NO OTHER TITLE VERIFICATION HAS BEEN / -A - PERFORMED BY THE UNDERSIGNED. O M@NUERF ' 4. THIS SURVEY IS NOT VALID WITHOUT AN AUTHENTICATED ELECTRONIC SIGNATURE REGISTERED SURVL``s `SND MAF.P 6146 STATE OF FLORIDA AND AUTHENTICATED ELECTRONIC SEAL. LIC:s• . ,.wk. ',- ' 7469 ¢urw� LAND SURVEYS 0 CONSTRUCTION SURVEYS 0 SUBDIVISIONS —i• Lumber design values are in accordance with ANSI/TPI 1 section 6.3 ' These truss designs rely on lumber values established by others. OFFICE COPY MiTek RE: J190474-F1 -Ayers Residence MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Tampa, FL 33610-4115 Customer Info: McAneny Builders Project Name: Ayers Residence Model: Lot/Block: . Subdivision: . Address: 369 10th St, . City: Atlantic Beach State: FL Name Address and License#of Structural Engineer of Record, If there is one,for the building. Name: License#: Address: City: State: General Truss Engineering Criteria& Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.3 Wind Code: ASCE 7-10 Wind Speed: 130 mph Roof Load: 37.0 psf Floor Load: 55.0 psf This package includes 71 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 T18487904 A01 10/25/19 23 T18487926 F1-13 10/25/19 2 T18487905 A02 10/25/19 24 T18487927 F1-14 10/25/19 3 T18487906 A03 10/25/19 25 T18487928 F1-15 10/25/19 4 T18487907 A04 10/25/19 26 T18487929 F1-16 10/25/19 5 T18487908 B01 10/25/19 27 T18487930 F1-17 10/25/19 6 T18487909 B02 10/25/19 28 T18487931 F1-18 10/25/19 7 T18487910 B03 10/25/19 29 T18487932 F1-19 10/25/19 8 T18487911 C01 10/25/19 30 T18487933 F1-20 10/25/19 9 T18487912 CO2 10/25/19 31 T18487934 F2-01 10/25/19 10 T18487913 CO3 10/25/19 32 T18487935 F2-02 10/25/19 11 T18487914 C05 10/25/19 33 T18487936 F2-03 10/25/19 12 T18487915 D01 10/25/19 34 T18487937 F2-04 10/25/19 13 T18487916 F1-01 10/25/19 35 T18487938 F2-05 10/25/19 14 T18487917 F1-02 10/25/19 36 T18487939 F2-06 10/25/19 15 T18487918 F1-03 10/25/19 37 T18487940 F2-07 10/25/19 16 T18487919 F1-04 10/25/19 38 T18487941 F2-08 10/25/19 17 T18487920 F1-05 10/25/19 39 T18487942 F2-09 10/25/19 18 T18487921 F1-07 10/25/19 40 T18487943 FG1-01 10/25/19 19 T18487922 F1-09 10/25/19 41 T18487944 FG1-02 10/25/19 20 T18487923 F1-10 10/25/19 42 T18487945 FG1-03 10/25/19 21 T18487924 F1-11 10/25/19 43 T18487946 FG1-04 10/25/19 22 T18487925 F1-12 10/25/19 44 T18487947 FG2-01 10/25/19 The truss drawing(s)referenced above have been prepared by MiTek USA,Inc. ,������ER'P r p ilii under my direct supervision based on the parameters ��� P�;.•••'•••• pile, e,� provided by Manning Building Supplies. `,�. • .• \G E Ns L ' • Truss Design Engineer's Name: Finn, Walter 39 My license renewal date for the state of Florida is February 28,2021. = * * • cr IMPORTANT NOTE:The seal on these truss component designs is a certification : STATE OF :�� that the engineer named is licensed in the jurisdiction(s)identified and that the i �4 designs comply with ANSI/TPI 1. These designs are based upon parameters °i�'�••As( O 1%.** ,�� shown(e.g.,loads,supports,dimensions,shapes and design codes),which were i�� O R �?`,� given to MiTek or TRENCO. Any project specific information included is for MiTek's or �/ /•••••• •s� , TRENCO's customers file reference purpose only,and was not taken into account in the ��,41/11 Al.',`�.� preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, Walter P.Finn PE No.22839 the building designer should verify applicability of design parameters and properly MiTek USA.Inc.FL Cert 6634 incorporate these designs into the overall building design per ANSI/TPI 1,Chapter 2. 6904 Parke East Blvd.Tampa FL 33610 Date: October 25,2019 Finn,Walter 1 of 2 Lou Pontigo & Associates, Inc. Consulting Structural Engineers M NO EXCEPTION TAKEN 0 MAKE CORRECTIONS NOTED _ '` i 0 REJECTED -SEE REMARKS 0 REVISE &RESUBMIT I Review is for the limited purpose of checking for conformance ! with the design concept and the information expressed in the contract documents. No approval Is implied for the accuracy or • completeness of details, quantities, dimensions, weights or •, gauges, fabrication processes,construction means or methods, coordination of the work with other trades or construction solely precautions,all of which are the sole responsibility of the Contractor. The Contractor Is responsible for dimensions to be confirmed and correlated at the site. Review of a specific item shall not include a review of the entire assembly of which the item is a component. Review of re-submission will cover only designated changes on the submittal and other changes clearly identifiedt{,h/��Contractor. BY: 1— r Date: `i O-z5- Builder: Job Info: McAneny Builders Job: J190474-R 650 Park Street Job: J190474-F1 Jacksonville Florida 32204ifiellill Job: J190474-F2 (904) 219-3001 File# Sales: Jason Brackin Design: Ashley Casey Page 1 of 4 Job: Report Date: Ayers Residence Manning Building Supplies Rep. Date: 10/25/2019 369 10th St Atlantic Beach FL 32233 p Parkway 11155 Phillips Pkway Dr. E Jacksonville, FL 32256 (904) 268-8225 * (904) 260-2981 OFFICE COPY Cover Sheet Floor Trusses QTY CANTILEVER STUB PLY LABEL DIAGRAM DEPTH SPAN LEFT RIGHT LEFT RIGHT 1 F1-01 011•111•••••• 18" 13-05-00 Mo IM 3 F1-02 M 18" 13-05-00 13 F1-03 MIM 18" 13-05-08 - - - - 7 F1-04 MIIM 18" 13-05-08 - 0-02 - - 1 F1-05 4=1 18" 13-05-08 - 0-02 - - 6 F1-07 = 18" 12-09-08 1 F1-09 18" 16-08-00 - - - - 1 F1-10 18" 16-08-00 - - - - 1 F1-11 �� MI•I 18" 7-06-00 1 F1-12 N 1\"11`1 1 18" 8-10-08 - - - - 4 F1-13 IM-__A 18" 9-02-00 - - - 1 F1-14 18" 21-00-00 - - - - 6 F1-15 18" 21-00-00 - - - - 4 F1-16 18" 21-00-00 - 0-02 - - 2 F1-17 18" 17-11-05 - 0-02 - - 1 F1-18 18" 20-06-00 - - - - 2 F1-19 0.1.1...1111116" 9-01-08 6 F1-20 �_4_,�_� 16" 9-02-00 .17w4 F2-01 ��� 14" 10-02-08 - - - - 10/25/2019 2:54:08 PM Ashley Casey-AC2359 1 of 4 Job# J190474-R Customer McAneny Builders Job Ayers Residence Floor Trusses QTY CANTILEVER STUB PLY LABEL DIAGRAM DEPTH SPAN LEFT RIGHT LEFT RIGHT 2 F2-02 ` 14" 10-07-00 - - - - 4 F2-03 �� 14" 10-07-00 - - - - 2 F2-04 �`�,� 14" 10-02-08 - - - - I 1 F2-05 – tel 14" 3-10-06 - - - - II-1 L°�II 1 F2-06 ° !' 14" 4-02-14 - - - - 2 F2-07 II`�■!—II 14" 5-04-12 - - - - 3 F2-08 14" 12-08-08 - - - - 5 F2-09 14" 12-04-00 - - - - 1 FG1-01 18" 16-08-00 - - - - ...i.7 1 FG1-02 ling I� 18" 2-10-04 - - - - 2 FG1-03 18" 21-00-00 - 0-02 - - 1 FG1-04 I0!■!—1I 18" 5-08-08Owi - - - - 2 FG2-01 `�� ` ` 14" 10-02-08 - - - - 1 FG2-02 � r�—•� 14" 8-09-08 1 FG2-03 '—`rte—.r. 14" 8-09-08 1 FG2-04 I 1.11. li 14" 5-04-12 - - - - 1 FG2-05 14" 12-08-08 - - - - 1 FG2-06 14" 12-08-08 - - - - 1 FG2-07 14" 12-04-00 - - - - 98 1251.86 Roof Trusses QTY (Shipping) Base Span OVERHANG CANTILEVER STUB PLY LABEL DIAGRAM PITCH HEIGHT SPAN LUMBER LEFT RIGHT LEFT RIGHT LEFT RIGHT 2x4 1 A01 prilli< 3/12 3-04-03 10-02-08 2 x 6 - - - 7 A02 E=i 3/12 3-04-03 10-02-08 2 x 4 - - - 6 A03 3/12 1-09-03 3-10-08 2 x 4 - - - 1 A04 / 3/12 11-14 3-10-08 2 x 4 - - - a 1 B01 <4 ... 6.25/12 2-05-12 5-06-00 2 x 4 - - - 1 B02 I 6.25/12 2-11-122 x 4 - - - 5-06-00 10/25/2019 2.54.08 PM Ashley Casey-AC2359 2 of 4 Job# J190474-R Customer. McAneny Builders Job Ayers Residence Roof Trusses QTY (Shipping) Base Span OVERHANG CANTILEVER STUB PLY LABEL DIAGRAM PITCH HEIGHT SPAN LUMBER LEFT RIGHT LEFT RIGHT LEFT RIGHT 8 B03 6.25/12 3-03-09 3-10-08 2 x 4 - - - 2 C01 AN4 9/12 5-11-05 13-06-00 2 x 4 - - - 11 CO2 1119/12 6-09-05 13-06-00 2 x 4 4 CO3 9/12 6-09-05 13-01-08 2 x 4 - - - - 14 CO5 ‘ 9/12 3-08-03 2-07-08 2 x 4 - - - - 2-Ply D01 9/12 6-11-09 16-04-00 2 x 4 - - - - 2 J01 3/12 2-05-12 6-08-12 2 x 4 - - - - 1 J02 3/12 1-07-14 3-05-02 2 x 4 - - - - 1 J03 K 6.25/12 2-00-07 1-05-09 2 x 4 - - - - 1 J04A _ 2.71/12 2-05-09 5-05-15 2 x 4 0-13 - - - _' 1 JO4B __ 2.71/12 2-04-07 4-10-04 2 x 4 0-13 - - - 12 JO5 C 9/12 6-11-09 7-00-00 2 x 4 - - - - 5 J06 L 9/12 5-05-09 5-00-00 2 x 4 - - - - 6 J07 ( 9/12 3-11-09 3-00-00 2 x 4 - - - - 6 J08 i 9/12 2-05-09 1-00-00 2 x 4 - - - - 2 J09 le< 6.36/12 6-11-03 9-10-01 2 x 4 0-06 - - - 2 J10 le< 6.36/12 6-09-09 9-07-00 2 x 4 0-06 - - - 1 J11 Z 9/12 7-06-00 8-01-00 2 x 4 - .. - - 6 J12 C 9/12 7-09-05 8-01-00 2 x 4 - - - - 1 J13 C 9/12 6-11-09 7-00-00 2 x 4 - - - - 1 J14le< 6.36/12 7-08-15 11-04-07 2 x 4 0-06 - - - 1 J15 C 9/12 6-11-09 6-10-00 2 x 4 - - - - 1 J16 9/12 5-05-09 4-10-00 2 x 4 1 J17 11K6.36/12 7-07-05 11-01-07 2 x 4 0-06 - - - 1 2 x 4 2-ply RFG2-01 9/12 7-09-05 21-07-08 2 x 6 1 2 x 4 2-ply RFG2-02 9 112 6-11-09 20-08-00 2 x 8 - - - - 2 2 x 4 2-ply RFG2-03 9/12 6-11-09 13-01-08 2 x 12 117 7-09-05 798.71 10/25/2019 2:54:08 PM Ashley Casey-AC2359 3 of 4 Job# J190474-R Customer: McAneny Builders Job: Ayers Residence Ancillary Items QTY TYPE SIZE LENGTH LABEL 1 Hanger HGUS26-2 HGUS26-2 3 Hanger HGUS26-2 HGUS26-2 1 Hanger HGUS28-2 HGUS28-2 7 Hanger HGUS412 HGUS412 42 Hanger HHUS46 HHUS46 6 Hanger HHUS46 HHUS46 42 Hanger HTU26 HTU26 7 Hanger THA422 THA422 8 Hanger THA422 THA422 1@2-ply Rectangular EWP onCENTER®LVL 2.0E 1 3/4"x 18" (2)18-00-00 BBO1 1@2-ply Rectangular EWP onCENTER®LVL 2.0E 1 3/4"x 18" (2)18-00-00 BBO2 1@2-ply Rectangular EWP onCENTER®LVL 2.0E 1 3/4"x 11 1/4" (2)14-00-00 BM1 1@2-ply Rectangular EWP onCENTER®LVL 2.0E 1 3/4"x 14" (2)8-00-00 BM2 1@2-ply Rectangular EWP onCENTER®LVL 2.0E 1 3/4"x 14" (2)14-00-00 BM3 1@2-ply Rectangular EWP onCENTER®LVL 2.0E 1 3/4"x 14" (2)14-00-00 BM4 1@2-ply Rectangular EWP onCENTER®LVL 2.0E 1 3/4"x 14" (2)14-00-00 BM5 1@2-ply Rectangular EWP onCENTER®LVL 2.0E 1 3/4"x 14" (2)22-00-00 BM6 1@2-ply Rectangular EWP onCENTER®LVL 2.0E 1 3/4"x 14" (2)10-00-00 BM7 1@2-ply Rectangular EWP onCENTER®LVL 2.0E 1 3/4"x 14" (2)10-00-00 BM8 10/25/2019 2:54:08 PM Ashley Casey-AC2359 4 of 4 All claims for error or defective n. LOADING CRITERIA Type Roof Floor 3'10 1/2" Top Chord Live Load 20 40 Top Chord Dead Load 7 10 Bottom Chord Live Load 0 0 �� Bottom Chord Dead Load 10 5 TIO4 o q F1-02(3) F1-03(13) Total Load 37 55 Duration Factor 1.25 1.00 a fO Building Code FBC 2017 RES n ii,+i-,26 Wind Standard ASCE 7-10 o Wind Speed 130 MPH 'Ea _ 1,126 -- Wind Usage RES.CAT II i., IIIA o o Building Exposure C = a ^TU26 _ irs Building Type Closed r o' 2'0"b N�Tu26 4 O Wall Height Legend b 2'0" 2'0•• 2'0" 2'0" 2'0•• 2'0" 2'0" 2'0" 2.0" 2'0" p Floor 0 °=6 = 9' 8-3/4" ■ N n*u16 1(6) LT- , 6.4•. : . Go w o 2'0" 2'0" 2'0" 2'0" 2'0" 2'0" o _ = 19' 8-1/4" WN.. n.T2s O O " e Ewa = N/A" Q.b w F1 -13(4) = N/A" 62. • = N/A" biV 6 co = N/A" o A01t- um o 9'9 1/2" J01 Z^—RU- .1 LL -LL 6'8 3/4" _ Approved truss anchor by bonds,x.4 R R; Client: McAneny Builders Date: 10/25/2019 Page 1 of 22 Project: Input by: Ashley Casey isDesign Address: 369 10th St Job Name: J190474 iri. Atlantic Beach, FL 32233 Project#: BM1 onCENTER 2.0E LVL 1.750" X 11.250" 2-Ply - PASSED Level:Level 1 ‘y �<SIEV113R- tif.O'Tc o^fr6NTBR- sn. _ ^ 111/4„ O 1 SP 2 SP 13' '3 1/2" 13' Member Information Reactions UNPATTERNED lb (Uplift) Type: Girder Application: Floor Brg Live Dead Snow Wind Const Plies: 2 Design Method: ASD 1 1192 514 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 1192 514 0 0 0 Deflection LL: 480 Load Sharing: No Deflection TL: 360 Deck: Not Checked Importance: Normal Temperature: Temp<=100°F Bearings Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. 1 -SP 5.500" 16% 514/1192 1706 L D+L 2-SP 5.500" 16% 514/1192 1706 L D+L Analysis Results Analysis Actual Location Allowed Capacity Comb. Case Moment 4890 ft-lb 6'6" 19227 ft-lb 0.254(25%) D+L L Unbraced 4890 ft-lb 6'6" 7550 ft-lb 0.648(65%) D+L L Shear 1592 lb 11'8" 7481 lb 0.213(21%) D+L L LL Defl inch 0.110(U1328) 6'6" 0.305(L/480) 0.360(36%) L L TL Defl inch 0.158(U928) 6'6" 0.407(L/360) 0.390(39%) D+L L Design Notes 1 Fasten all plies using 2 rows of Pneumatic Gun Nail(.120x3.25")at 12"o.c.Maximum end distance not to exceed 6". 2 Refer to last page of calculations for fasteners required for specified loads. 3 Girders are designed to be supported on the bottom edge only. 4 Top braced at bearings. 5 Bottom braced at bearings. 6 Lateral slenderness ratio based on single ply width. ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Tie-In 0-0-0 to 13-0-0 4-7-0 Near Face 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF F1-20 Self Weight 10 PLF Notes chemicals 6 For fiat roofs provide proper drainage to prevent Manufacturer Info Manning Building Supplies Calculated Structured Designs is responsible only of the Handling&Installation pending BlueLinx 11155 Philips Pkwy Dr E.FL structural adequacy of this component based on the 1 LVL beams must not be cut or dnlled 1950 Spectrum Circle,Suite 300 32256 design cetera and loadings shown. It is the 2.Refer to manufacturers product information Marietta,GA 30067 904 268-8225 responsibility of the customer and/or the contractor to regarding installation requirements. multi-ply ( ) ensure the component suitability of the intended - 877-914-7770 approvals application,and to verify the dimensions and loads. mg details,beam strength values,and code approvals www.buildoncenteccom s)En Lumber 3.Damaged Beams must not be used ICC-ES:ESR-2909,ESR-2913, ■u 1 L o 1 no 1 Dryconditions.unless noted otherwise <_Design assumes top edge is laterally restrained SU►■LIlS service 5 Provide lateral support at bearing points to avoid ESR-1210 TRUSS OMSK* ..a . M 2 LVL not to be treated with ere retardant or corrosive lateral displacement and rotation This design is valid until 10/15/2022 Version 19.60.173 Powered by iStruct"° CSD I q[Scaeca terr Client: McAneny Builders Date: 10/25/2019 Page 2 of 22 Project: Input by: Ashley Casey isDesign Address: 369 10th St Job Name: J190474 T""' Atlantic Beach, FL 32233 Project#: BM1 onCENTER 2.0E LVL 1.750" X 11.250" 2-Ply - PASSED Level:Level . . . • • ' N , 1 11 1/4" 1 SP 2 SP 13' '31/2" / 13' Multi-Ply Analysis Fasten all plies using 2 rows of Pneumatic Gun Nail (.120x3.25'')at 12" o.c.. Maximum end distance not to exceed 6" Capacity 77.3% Load 126.0 PLF Yield Limit per Foot 163.0 PLF Yield Limit per Fastener 81.5 lb. Yield Mode IV Edge Distance 1 1/2" Min.End Distance 3" Load Combination D+L Duration Factor 1.00 i Notes chemicals 6.For Nat roofs provide proper drainage to prevent Manufacturer Info Manning Building Supplies Calculated Structured Designs is responsible only of the Handling&Installation pending BlueLinx 11155 Philips Pkwy Dr E,FL structural adequacy of this component based on the 1.LVL beams must not be cut or dolled 1950 Spectrum Circle,Suite 300 32256 design criteria and loadings shown. It is the 2.Refer to manufacturer's product information responsibility of the customer and/or the contractor to regarding installation requirements, multi-ply Marietta,GA 30067 (904)268-8225 ensure the component suitability of the intended fastening details,beam strength values,and code 877-914-7770 application,and to verify the dimensions and loads. approvals www.buildoncenter.comA llP manni nG Lumber 3.Damaged Beams must not be used ICC-ES:ESR-2909,ESR-2913, K C e u I LP 11 E 5 22 4.Design assumes top edge is laterally restrained Y V S oL t Dry service conditions.unless noted otherwise 5.Provide lateral support at bearing points to avoid ESR-1210 2 LVL not to be treated with fire retardant or corrosive lateral displacement and rotation TRUSS Dyson This design is valid until 10/15/2022 Version 19.60.173 Powered by iStructro �.70I SUMO\r OE516N Client: McAneny Builders Date: 10/25/2019 Page 3 of 22 Project: Input by: Ashley Casey isDesign Address: 369 10th St Job Name: J190474 Atlantic Beach, FL 32233 Project#: BM2 onCENTER 2.0E LVL 1.75011 X 14.00011 2-Ply - PASSED Level:Level 7 2 4 6 5 • I AyI E rTER, • 12" • • 1S 2SP 6'8" / 'I' 31/2" 6'8" / Member Information Reactions UNPATTERNED lb (Uplift) Type: Girder Application: Floor Brg Live Dead Snow Wind Const Plies: 2 Design Method: ASD 1 1164 1814 0 437 2084 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 1663 1043 0 124 590 Deflection LL: 480 Load Sharing: No Deflection TL: 360 Deck: Not Checked Importance: Normal Temperature: Temp<=100°F Bearings Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. 1 -SP 5.500" 41% 1814/2633 4447 L D+0.75(0.6W +L+C) Analysis Results 2-SP 3.500" 40% 1043/1745 2788 L D+0.75(0.6W +L+C) Analysis Actual Location Allowed Capacity Comb. Case Moment 5318 ft-lb 2'10" 28639 ft-lb 0.186(19%) D+L L Unbraced 6405 ft-lb 2'10" 17185 ft-lb 0.373(37%) D+0.75 L (0.6W+L+C) Shear 4641 lb 1'6 3/4" 11638 lb 0.399(40%) D+0.75(L+C)Uniform LL Deft inch 0.015(U4786) 3'3" 0.151(U480) 0.100(10%)0.75(0.6W+L L +C) TL Defl inch 0.025(U2927) 3'2 7/8" 0.201(U360) 0.120(12%) D+0.75 L (0.6W+L+C) Design Notes 1 Fasten all plies using 3 rows of Pneumatic Gun Nail(.120x3.25")at 12"o.c.Maximum end distance not to exceed 6". 2 Refer to last page of calculations for fasteners required for specified loads. 3 Concentrated load fastener specification is in addition to hanger fasteners if a hanger is present. 4 Girders are designed to be supported on the bottom edge only. 5 Top braced at bearings. 6 Bottom braced at bearings. 7 Lateral slenderness ratio based on single ply width. ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Point 1-8-12 Near Face 1711 lb 0 lb 0 lb 0 lb 2014 lb 001 2 Point 1-8-12 Far Face 0 lb 0 lb 0 lb 561 lb 660 lb C04 3 Point 2-10-0 Near Face 186 lb 497 lb 0 lb 0 lb 0 lb FG2-02 4 Point 2-10-0 Far Face 342 lb 911 lb 0 lb 0 lb 0 lb FG2-01 Continued on page 2... Notes chemicals 6.For flat roofs provide proper drainage to prevent Manufacturer Info Manning Building Supplies Calculated Structured Designs is responsible only of the Handling 8 Installation ponding BlueLinx 11155 Philips Pkwy Dr E,FL structural adequacy of this component besed on the 1.LVL beams must not be cut or drilled 1950 Spectrum Circle,Suite 300 32256 design criteria and loadings shown. It is the y.Refer to manufactures product information responsibility of the customer aM/or the contractor to regarding installation requirements, multi-ply Marietta,GA 30067 (904)268-8225 ensure the component suitability of the intended fastening details,beam strength values,and code 877-914-7770 application,and to verify the dimensions and loads. approvals www.buildoncenter.com Lumber 3.Damaged Beams must not be used ICC-ES: W It>i SU ESR-2909,ESR-2913, ■U I L'!W 4.Design assumes top edge Is laterally restrained 1.Dry service condions,unless noted otherwise 5.Provide lateral support at bearing points to avoid ESR-1210wee 2 LVL not to be treated with fire retardant or corrosive lateral displacement and rotation T DIVISION This design is valid until 10/15/2022 Version 19.60.173 Powered by iStruct'" ''SD I DRAISISW �. WILD Client: McAneny Builders Date: 10/25/2019 Page 4 of 22 Project: Input by: Ashley Casey isDesign Address: 369 10th St Job Name: J190474 Tia Atlantic Beach, FL 32233 Project#: BM2 onCENTER 2.0E LVL 1.750" X 14.000" 2-Ply - PASSED Level:Level • 7 2 4 6 i i i 5 'i ��'J i tR•' •• FiEiv cr�i" ^ ^ 12" • • O • . o IVI / 1 SP 2SP / 6'8" '' 1'31/2" / 6,8„ -- ...Continued from page 1 ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 5 Tie-In 3-10-0 to 6-8-0 6-6-8 Far Face 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF F2-01 6 Point 4-8-4 Near Face 224 lb 599 lb 0 lb 0 lb 0 lb FG2-03 7 Tie-In 5-8-4 to 6-8-0 2-0-0 Near Face 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF F2-05 Self Weight 13 PLF Notes chemicals 6.For fiat roofs provide proper drainage to prevent Manufacturer Info Manning Building Supplies Calculated Structured Designs Is responsible only of the Handling&Installation ponding BlueLinx 11155 Philips Pkwy Dr E,FL structural adequacy of this component based on the 1.LVL beams must not be cut or dolled 1950 Spectrum Circle,Suite 300 32256 design criteria and loadings shown. It is the 2.Refer to manufacturers product information responsibility of the customer and/or the contractor to regarding installation requirements, multi-ply Marietta,GA 30067 (904)268-8225 ensure the component suitability of the intended fastening details,beam strength values,and code 877-914-7770 I I M AI N application,and to verify the dimensions and loads. approvals www.buildoncenter.com Lumber 3.Damaged Beams must not be used ICC-ES:ESR-2909,ESR-2913, B S swag LD 1 no 4.Design assumes top edge is laterally restrained V U r1� 1 Dry service conditions,unless noted otherwise 5.Provide lateral support al bearing points to avoid ESR-1210 2 LVL not to be treated with(re retardant or corrosive lateral displacement and rotation TRUSS DMSION This design is valid until 10/15/2022 f Version 19.60.173 Powered by iStructro CSD I Client: McAneny Builders Date: 10/25/2019 Page 5 of 22 Project: Input by: Ashley Casey isDesign Address: 369 10th St Job Name: J190474 Atlantic Beach, FL 32233 Project#: BM2 onCENTER 2.0E LVL 1.750" X 14.000" 2-Ply - PASSED Level:Level 2 4 5 i it i • yyA i / .• •• t• 1,2" • • • 1 .c Y TVI / , SP 2 SP �C / 6'S" ��3 1/2" / 6'8" Multi-Ply Analysis Fasten all plies using 3 rows of Pneumatic Gun Nail(.120x3.25")at 12"o.c..except for regions covered by concentrated load fastening. Maximum end distance not to exceed 6" Capacity 73.6% Load 179.9 PLF Yield Limit per Foot 244.5 PLF Yield Limit per Fastener 81.5 lb. Yield Mode IV Edge Distance 1 1/2" Min.End Distance 3" Load Combination D+L Duration Factor 1.00 Concentrated Load Fasten at concentrated side load at 1-8-12 with a minimum of(24)–Pneumatic Gun Nail (.120x3.25")in the pattern shown. Min/Max fastener distances for Concentrated Side Loads Capacity 76.2% Min.3" Min. 1 1/4" Load 1862.51b. + Total Yield Limit 2444.3 lb. Cg 0.9998 1 1/2" •Yield Limit per Fastener 101.9 lb. t _� monw Yield Mode IV Min. 1 1/4" • D to o o • Load Combination D+C Min. o 0 Duration Factor 1.25 0 o Concentrated Load l Min. 5"5"i-- 0 0 o o • • Fasten at concentrated side load at 2-10-0 with a ` o minimum of(10)–Pneumatic Gun Nail (.120x3.25")in I the pattern shown. Capacity 76.9% —Min. 3"— Load 626.51b. Total Yield Limit 814.8 lb. I Max. 12" - Max. 12" - Cg 0.9998 Yield Limit per Fastener 81.5 lb. Yield Mode IV Load Combination D+L Duration Factor 1.00 Notes chemicals 6.For flat roofs providedrainage preventManufacturer Info ManningBuildingSupplies proper to pP Calculated Structured Designs is responsible only of the Handling&Installation pending BlueLinx 11155 Philips Pkwy Dr E,FL structural adequacy of this component based on the 1.LVL beams must not be wt or dnlled 1950 Spectrum Circle,Suite 300 32256 design criteria and loadings shown. It is the 2.Refer to manufacturer's product information responsibility of the customer and/or the contractor to regarding installation requirements. multi-ply Marietta,GA 30067 (904)268-8225 ensure the component suitability of the intended fastening details,beam strength values,and code 877-914-7770 application,and to verify the dimensions and loads. approvals www.buildoncenter.com manninG Lumber 3.Damaged Beams must not be used ICC-ES:ESR-2909,ESR-2913, Bs 2U PPDiIno 4.Design assumes top edge is laterally restrained 1 Dry service conditions,unless noted otherwise 5.Provide lateral support at bearing points to avoid ESR-1210 ^" 2 LVL not to be treated with fire retardant or corrosive lateral displacement and rotation TRUSS DIVISION This design is valid until 10/15/2022 Version 19.60.173 Powered by iStructre CSD I OR4w \r DE51611 NLD Client: McAneny Builders Date: 10/25/2019 Page 6 of 22 Project: Input by: Ashley Casey isDesign Address: 369 10th St Job Name: J190474 4!....... Atlantic Beach, FL 32233 Project#: BM2 onCENTER 2.0E LVL 1.750" X 14.000" 2-Ply - PASSED Level:Level 2 4 5 i 1 it • • • • . • •• r. • . . . ^ 12" • • • .c BVI 1 SP 2 SP 6,8„ - / x/31/2" 6,8„ - / Multi-Ply Analysis Concentrated Load Fasten at concentrated side load at 4-8-4 with a minimum of(6)–Pneumatic Gun Nail (.120x3.25") in the pattern shown. Min/Max fastener distances for Concentrated Side Loads Capacity 84.2 oro —Min. 3•' —Min. 1 1/4" Load 411.51b. ` Total Yield Limit 488.9 lb. • Cg 0.9998 1 1/2" Yield Limit per Fastener 81.5 lb. 1 f • _� �� Yield Mode IV Min. 1 1/4r O O i • O O • Load Combination D+L Duration Factor 1.00 Min. 3 r 0 O 1 0 0 Min. 5"� O o 0 0 • • 0 0 —Min.3"— r—Max. 12" "—I—Max. 12" - Max. 12" Notes chemicals 6 For flat roofs provide proper drainage to prevent Manufacturer Info Manning Building Supplies Calculated Strudured Designs is responsible only of the Handling&Installation pond'n9 BlueLinx 11155 Philips Pkwy Dr E,FL structural adequacy of this component based on the I LVL beams must not be cut or dnlled 1950 Spectrum Circle,Suite 300 32256 design criteria and loadings shown It is the 2 Refer to manufadurefs product information responsibility of the customer and/or the contractor to regarding installation requirements, multi-ply Marietta,GA 30067 (904)268-8225 ensure the component suitability of the intended fastening details,beam strength values,and code 877-914-7770 application,and to vent'the dimensions and loads. approvals www.buildoncenteccom Lumber 3.Damaged Beams must not be used ICC-ES:ESR-2909,ESR-2913, ■ no 4.Design assumes top edge is laterally restrained f u 1 L D 1 I<S I Dry service conditions,unless noted otherwise 5.Provide lateral support al bearing points to avoid ESR-1210 O• •^^�^+uWC 2 LVL not to be treated with fire retardant or corrosive lateral displacement and rotation TRUSS DIVISION c This design is valid until 10/15/2022 Version 19.60.173 Powered by iStructT" CSD I pww 4.77 pE516M Client: McAneny Builders Date: 10/25/2019 Page 7 of 22 • Project: Input by: Ashley Casey isDesign Address: 369 10th St Job Name: J190474 T..... Atlantic Beach, FL 32233 Project#: BM3 onCENTER 2.0E LVL 1.750" X 14.000" 2-Ply - PASSED Level:Level 2 4 5 1 • \AI • • V__ • IA on _ • •*.� : p N •• • cr 1TSR • • ons: • = N 9 12" lt • O • IVi • • o IVI 1 SP 2 SP 136" y3 1/2" 13'6" Member Information Reactions UNPATTERNED lb (Uplift) Type: Girder Application: Floor Brg Live Dead Snow Wind Const Plies: 2 Design Method: ASD 1 2094 3739 0 0 3261 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 689 1392 0 0 1085 Deflection LL: 480 Load Sharing: No Deflection TL: 360 Deck: Not Checked Importance: Normal Temperature: Temp<=100°F Bearings Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. 1 -SP 5.500" 71% 3739/4016 7755 Uniform D+0.75(L+C) 2-SP 5.500" 25% 1392/1331 2723 Uniform D+0.75(L+C) Analysis Results Analysis Actual Location Allowed Capacity Comb. Case Moment 17297 ft-lb 2'9 1/4" 35799 ft-lb 0.483(48%) D+0.75(L+C)Uniform Unbraced 17297 ft-lb 2'9 1/4" 17298 ft-lb 1.000 D+0.75(L+C)Uniform (100%) Shear 7342 lb 1'6 3/4" 11638 lb 0.631(63%) D+0.75(L+C)Uniform LL Defl inch 0.145(U1054) 62 1/8" 0.318(L/480) 0.460(46%)0.75(L+C) Uniform TL Defl inch 0.289(L/527) 6'2 3/4" 0.424(L/360) 0.680(68%) D+0.75(L+C)Uniform Design Notes 1 Fasten all plies using 3 rows of SDW22338 at 24"o.c.Maximum end distance not to exceed 12". 2 Refer to last page of calculations for fasteners required for specified loads. 3 Concentrated load fastener specification is in addition to hanger fasteners if a hanger is present. 4 Simpson fasteners applied from a single side of the member use tip values where published. 5 Girders are designed to be supported on the bottom edge only. 6 Top loads must be supported equally by all plies. 7 Top must be laterally braced at a maximum of 5'10 7/8"o.c. 8 Bottom braced at bearings. 9 Lateral slenderness ratio based on single ply width. ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 1 Part.Uniform 0-0-0 to 8-3-8 Top 150 PLF 0 PLF 0 PLF 0 PLF 120 PLF CF Roof 2 Tie-In 0-0-0 to 13-6-0 1-0-0 Far Face 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF Fir Ld 3 Point 2-9-4 Far Face 2455 lb 1323 lb 0 lb 0 lb 2695 lb BM4 Brg 1 Continued on page 2... Notes chemicals 6.For flat roofs provide proper drainage to prevent Manufacturer Info Manning Building Supplies Calculated Structured Designs is responsible only of the Handling&Installation ponding BlueLinx 11155 Philips Pkwy Dr E,FL structural adequacy of this component based on the 1.LVL beams must not be cut or drilled 1950 Spectrum Circle,Suite 300 32256 design criteria and loadings shown. It is the 2.Refer to manufacturers product information responsibility of the customer and/or the contractor to regarding installation requirements, multi-ply Marietta,GA 30067 (904)268-8225 ensure the component suitability of the intended fastening details,beam strength values,and code 877-914-7770 application,and to verify the dimensions and loads. approvals www.buildoncenter.com - - morwinG Lumber 3.Damaged Beams must not be used ICC-ES:ESR-2909,ESR-2913, i• ' ItuiLo mo 4.Design assumes top edge is laterally restrained • u r LIRE 1.Dry service conditions,unless noted otherwise 5.Provide lateral support at bearing points to avoid ESR-1210 2 LVL not to be treated with fire retardant or corrosivelateral displacement and rotation 1RUSS DIVISION This design is valid until 10/15/2022 Version 19.60.173 Powered by iStructre CSD I E=K• euuo Client: McAneny Builders Date: 10/25/2019 Page 8 of 22 Project: Input by: Ashley Casey isDesign Address: 369 10th St Job Name: J190474 Atlantic Beach, FL 32233 Project#: BM3 onCENTER 2.0E LVL 1.750" X 14.000" 2-Ply - PASSED Level:Level -- 2 4 5 1 i ._ /• • kA1H • a Ecu. _. N m t f${jam O- 9,fl ER on("ENTER,- 12" I= • ;i o ll / 1 SP 2SP / 13.6" 'y3 1/2" 13'6" - Continued from page 1 ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 4 Point 2-9-4 Near Face 604 lb 920 lb 0 lb 0 lb 243 lb BM8 Brg 2 5 Point 7-10-0 Top 451 lb 0 lb 0 lb 0 lb 413 lb EOR Spec Self Weight 13 PLF Notes chemicals 6 For flat roofs provide proper drainage to prevent Manufacturer Info Manning Building Supplies Calculated Structured Designs o responsible only of the Handling&Installation poed'"9 BlueLinx 11155 Philips Pkwy Dr E,FL structural adequacy of this component based on the 1 LVL beams must not be cul or drilled 1950 Spectrum Circle,Suite 300 32256 design G lens and loadings shown 11 is the 2 Refer to manufacturer's product information (904)268-8225 esponsi y of the customer and/or the contractor to din installation Marietta,GA 30067 regarding requirements, multi-ply ensure the component suitability of the intended fastening details,beam strength values,and code 877-914-7770 application.and to verify the dimensions and loads. approvals www.buildoncentercom Lumber 3.Damaged Beams must not be used ICC-ES:ESR-2909,ESR-2913, in 1Uml r v I.D - conditions,unless noted otherwise 4.Design assumes top edge is laterally restrained r 11: Dry service con 5.Provide lateral support at bearing points to avoid ESR-1210 TRUSS DIVISION 2.LVL not to be treated with fire retardant or corrosive lateral displacement and rotation This design is valid until 10/15/2022 Version 19.60.173 Powered by iStructoc CSD I DDRAM E Client: McAneny Builders Date: 10/25/2019 Page 9 of 22 Project: Input by: Ashley Casey isDesign Address: 369 10th St Job Name: J190474 Atlantic Beach, FL 32233 Project#: BM3 onCENTER 2.0E LVL 1.750" X 14.000" 2-Ply - PASSED Level:Level 2 • IRI • _• w • 12" • • irl •: •1 -4 ,0 , 1 SP 2 SP 13'6" ��3 1/2" 13'6" Multi-Ply Analysis Fasten all plies using 3 rows of SDW22338 at 24"o.c..except for regions covered by concentrated load fastening. Maximum end distance not to exceed 12" Capacity 7.2% Load 27.5 PLF Yield Limit per Foot 382.5 PLF Yield Limit per Fastener 255.0 lb. Yield Mode Lookup Edge Distance 1 1/2" Min.End Distance 6" Load Combination D+L Duration Factor 1.00 Concentrated Load Fasten at concentrated side load at 2-9-4 with a minimum of(10)–SDW22338 in the pattern shown. Capacity 85.8% Min/Max fastener distances for Concentrated Side Loads Load 2734.51b. Total Yield Limit 3187.5 lb. �Mjn.6"— Min.5/8" Cg 1.0000 ) Yield Limit per Fastener 318.8 lb. 1 1/2" Yield Mode Lookup r C I © 'MEN MIMI/ O O Load Combination D+0.75(L+C) Min. 5/8" 0 0 Duration Factor 1.25 1 O0 0 0 0 Min.4" o 0 , Min.6' 0 0 0 0 O O 0 0 l i —Min.4" Max. 12" Max. 12" Notes chemicals 6.For flat roofs provide proper drainage to prevent Manufacturer Info Manning Building Supplies Calculated Structured Designs is responsible only of the Handling&Installation ponding BlueLinx 11155 Philips Pkwy Dr E,FL structural adequacy of this component based on the f.LVL beams must not be cut or dolled 1950 Spectrum Circle,Suite 300 32256 design criteria and loadings shown. It is the 2.Refer to manufacturers product information Marietta,GA 30067 responsibility of the customer and/or the contractor to regarding installation requirements, multi-ply (904)268-8225 ensure the component suitability of the intended g g rengtre men Pon m' fastening details,beam strength values.and code 877-914-7770 application.and to verify the dimensions and loads. approvals www.buildoncenter.com manntnG Lumber 3.Damaged Beams must not be used ICC-ES:ESR-2909,ESR-2913, Q C B U I L D I nO 1 D conditions,unless noted otherwise 4.Design assumes lop edge is laterally restrained L7 V SUP P LIE 5 Dry service con 5.Provide lateral support at bearing points to avoid ESR-1210 z LVL not to be treated with lire retardant or corrosive lateral displacement and rotation This design is valid until 10/15/2022 TRUSS DIVISION Version 19.60.173 Powered by iStructf". CSDDRAM �7 wup Client: McAneny Builders Date: 10/25/2019 Page 10 of 22 Project: Input by: Ashley Casey isDesign Address: 369 10th St Job Name: J190474 T'' Atlantic Beach, FL 32233 Project#: BM4 OnCENTER 2.0E LVL 1.750" X 14.000" 2-Ply - PASSED Level:Level 1 2 3 .\-4 • ' • • • . w / • • • 0,1.....14'411M- • • • • ..-tt'ENIFM- • • • • / '11 12"12N. rFM'. .-14;, .-‘. 1 Hanger(HGUS412) 2 Hanger(HGUS412) 12'6" t '1'3 1/2" 126„ Member Information Reactions UNPATTERNED lb (Uplift) Type: Girder Application: Floor Brg Live Dead Snow Wind Const Plies: 2 Design Method: ASD 1 1323 2455 0 0 2695 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 1323 2455 0 0 2695 Deflection LL: 480 Load Sharing: No Deflection TL: 360 Deck: Not Checked Importance: Normal Temperature: Temp<=100°F Bearings Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. 1 - 4.000" 52% 2455/3014 5469 Uniform D+0.75(L+C) Hanger Analysis Results 2- 4.000" 52% 2455/3014 5469 Uniform D+0.75(L+C) Analysis Actual Location Allowed Capacity Comb. Case Hanger Moment 15642 ft-lb 6'3" 35799 ft-lb 0.437(44%)D+0.75(L+C)Uniform Unbraced 15642 ft-lb 6'3" 15684 ft-lb 0.997 D+0.75(L+C)Uniform (100%) Shear 4622 lb 11'3/4" 11638 lb 0.397(40%)D+0.75(L+C)Uniform LL Defl inch 0.139(U1035) 6'3" 0.299(U480) 0.460(46%)0.75(L+C) Uniform TL Defl inch 0.252(U570) 6'3" 0.399(L/360) 0.630(63%) D+0.75(L+C)Uniform Design Notes 1 Fasten all plies using 3 rows of 10d Box nails(.128x3")at 12"o.c.Maximum end distance not to exceed 6". 2 Refer to last page of calculations for fasteners required for specified loads. 3 Fill all hanger nailing holes. 4 Girders are designed to be supported on the bottom edge only. 5 Top loads must be supported equally by all plies. 6 Top must be laterally braced at a maximum of 6'6 3/4"o.c. 7 Bottom braced at bearings. 8 Lateral slenderness ratio based on single ply width. ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 1 Tie-In 0-0-0 to 12-6-0 3-6-12 Far Face 17 PSF 0 PSF 0 PSF 0 PSF 20 PSF C05 2 Tie-In 0-0-0 to 12-6-0 5-3-8 Near Face 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF F2-03&F2-04 3 Uniform Top 240 PLF 0 PLF 0 PLF 0 PLF 360 PLF Wall&CF Self Weight 13 PLF Notes chemicals 6.For flat roofs provide proper drainage to prevent Manufacturer Info Manning Building Supplies Calculated Structured Designs is responsible only of the Handling&Installation ponamg BlueLinx 11155 Philips Pkwy Dr E,FL structural adequacy of this component based on the 1 LVL beams must not be cut or dolled 1950 Spectrum Circle,Suite 300 32256 design criteria and loadings shown. It is the 2.Refer to manufacturer's product information responsibility of the customer and/or the contractor to regarding installation requirements, multi-ply Marietta,GA 30067 (904)268-8225 ensure the component suitability of the intended fastening details,beam strength values,and code 877-914-7770 application,and to vent'the dimensions and loads. approvals www.buildoncenter.com Lumber 3.Damaged Beams must not be used ICC-ES:ESR-2909,ESR-2913, ■ut LAWS4.Design assumes top edge is laterally restrained ltl� 1.Dry service conditions,unless noted otherwise 5.Provide lateral support at bearing points to avoid ESR-1210 2.LVL not to be treated with fire retardant or corrosive lateral displacement and rotation MUSS D ISION This design is valid until 10/15/2022 Version 19.60.173 Powered by iStructra ''SD I ORM �r emLo Client: McAneny Builders Date: 10/25/2019 Page 11 of 22 p Project: Input by: Ashley Casey isDesign Address: 369 10th St Job Name J190474 Atlantic Beach, FL 32233 Project#: BM4 onCENTER 2.0E LVL 1.750" X 14.000" 2-Ply - PASSED Level:Level \ . • . . . . • . . • • • _ ISI • 9 1,2„ _ 4 ire , If 1 Hanger(HGUS412) 2 Hanger(HGUS412) 12'6" ��3 1/2" 12'6" 1. Multi-Ply Analysis Fasten all plies using 3 rows of 10d Box nails(.128x3")at 12" o.c.. Maximum end distance not to exceed 6" Capacity 53.6% Load 145.5 PLF Yield Limit per Foot 271.6 PLF Yield Limit per Fastener 90.5 lb. Yield Mode IV Edge Distance 1 1/2" Min.End Distance 3" Load Combination D+L Duration Factor 1.00 Notes chemicals 6 For net roots provide proper drainage to prevent Manufacturer Info Manning Building Supplies Calculated Structured Designs is responsible only of the Handling&Installation D°nd'n9 BlueLinx 11155 Philips Pkwy Dr E,FL structural adequacy of this component based on the 1 LVL beams must not be cut or denied 1950 Spectrum Circle,Suite 300 32256 designitena and loadings shownb is the 2 Refer to manufacturers product information Marietta,GA 30067 esponsibildy of the customer and/or the contractor to regarding Installation requirements, multi-ply (904)26$-$225 ensure the component suitability of the intended fastening details,beam strength values.and code 877-914-7770 y application.and to vent'the dimensions and loads, approvals www.buildoncenter.com 1�1 N Lumber 3.Damaged Beams must not be used ICC-ES:ESR-2909,ESR-2913, n su I u o I no t Dry service conditions,unless noted otherwise 4.Design assumes top edge is laterally restrained ESR-1210 SUPPLIES 2 LVL not to be treated with fire retardant or corrosive 5.Provide lateral suDpod al Dearing points to avoid TRUSS DIVISION lateral displacement and rotation This design is valid until 10/15/2022 Version 19.60.173 Powered by i&truct'" CSD I DRAW DEIIaM Client: McAneny Builders Date: 10/25/2019 Page 12 of 22 Project: Input by: Ashley Casey 1 isDesign Address: 369 10th St Job Name: J190474 "t Atlantic Beach, FL 32233 Project#: BM5 onCENTER 2.0E LVL 1.750" X 14.000" 2-Ply - PASSED Level:Level 2 4 5 . lAi . . . . ---• • 7\1 / <•n(fg1TER- • •• V •• • on E:u:ER- • • on - • • 12"s! . Iii,- 1 SP 2 Hanger(HGUS412) / 13'1 1/2" �/3 1/2" 13'1 1/2" Member Information Reactions UNPATTERNED lb (Uplift) Type: Girder Application: Floor Brg Live Dead Snow Wind Const Plies: 2 Design Method: ASD 1 2099 3718 0 0 3239 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 692 1411 0 0 1107 Deflection LL: 480 Load Sharing: No Deflection TL: 360 Deck: Not Checked Importance: Normal Temperature: Temp<=100°F Bearings Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. 1 -SP 5.500" 71% 3718/4004 7722 Uniform D+0.75(L+C) 2- 4.000" 26% 1411/1349 2760 Uniform D+0.75(L+C) Analysis Results Hanger Analysis Actual Location Allowed Capacity Comb. Case Moment 17218 ft-lb 2'9 1/4" 35799 ft-lb 0.481(48%)D+0.75(L+C)Uniform Unbraced 17218 ft-lb 2'9 1/4" 17298 ft-lb 0.995 D+0.75(L+C)Uniform (100%) Shear 7309 lb 1'6 3/4" 11638 lb 0.628(63%)D+0.75(L+C)Uniform LL Defl inch 0.138(U1082) 6'3/4" 0.311(U480) 0.440(44%)0.75(L+C) Uniform TL DefI inch 0.275(L/543) 6'1 7/16" 0.415(L/360) 0.660(66%) D+0.75(L+C)Uniform Design Notes 1 Fasten all plies using 3 rows of SDW22338 at 24"o.c.Maximum end distance not to exceed 12". 2 Refer to last page of calculations for fasteners required for specified loads. 3 Concentrated load fastener specification is in addition to hanger fasteners if a hanger is present. 4 Simpson fasteners applied from a single side of the member use tip values where published. 5 Fill all hanger nailing holes. 6 Girders are designed to be supported on the bottom edge only. 7 Top loads must be supported equally by all plies. 8 Top must be laterally braced at a maximum of 510 7/8"o.c. 9 Bottom braced at bearings. __10 Lateral slenderness ratio based on single ply width. ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Part.Uniform 0-0-0 to 8-3-8 Top 150 PLF 0 PLF 0 PLF 0 PLF 120 PLF CF Roof 2 Tie-In 0-0-0 to 13-1-8 1-0-0 Far Face 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF Fir Ld 3 Point 2-9-4 Near Face 2455 lb 1323 lb 0 lb 0 lb 2695 lb BM4 Brg 2 Continued on page 2... Notes chemicals 6 For fiat roofs provide proper drainage to prevent Manufacturer Info Manning Building Supplies Calculated Structured Designs is responsible only of the Handling&Installation ponding BlueLinx 11155 Philips Pkwy Dr E,FL structural adequacy of this component based on the t LVL beams must not be cut or drilled 1950 Spectrum Circle,Suite 300 32256 design cnteria and loadings shown 11 is the 2 Refer to manufacturers product information responsibility of the customer and/or the contractor to regarding installation requirements. multi-ply Marietta,GA 30067 (904)268-8225 ensure the component suitability of the intended fastening details,beam strength values,and code 877-914-7770 application,and to verify the dimensions and loads. approvals www.buildoncentercom Lumber 3.Damaged Beams must not be used ICC-ES:ESR-2909,ESR-2913, iiiQ v 4 Design assumes top edge is laterally restrained ' 1!! t Dry service conditions.unless noted otherwise 5 Provide lateral support at bearing points to avoid ESR-1210 2 LVL not to be treated with fire retardant or corrosive lateral displacement and rotation T DIMON This design is valid until 10/15/2022 Version 19.60.173 Powered by iStrucV° CSD I DDRAW Rslsw BUILD Client: McAneny Builders Date: 10/25/2019 Page 13 of 22 1 f Project: Input by: Ashley Casey isDesign Address: 369 10th St Job Name: J190474 Atlantic Beach,FL 32233 Project#: BM5 onCENTER 2.0E LVL 1.750" X 14.000" 2-Ply - PASSED Level:Level 2 4 5 • \1! nnG -JTE • •• N ^ : •• 8- • • n T - • • -4134TEF/H 1,2„ I i _Vii ..- Y` / 1 SP 2 Hanger(HGUS412) / 13'1 1/2" /--/3 1/2" 1' / 13'1 1/2" ..Continued from page 1 ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 4 Point 2-9-4 Far Face 612 lb 943 lb 0 lb 0 lb 243 lb BM7 Brg 1 5 Point 7-10-0 Top 451 lb 0 lb 0 lb 0 lb 413 lb EOR Spec Self Weight 13 PLF Notes chemicals 6 For Bat roofs provide proper drainage to prevent Manufacturer Info Manning Building Supplies Calculated Structured Designs is responsible only of the Handling&Installation pond'ng BlueLinx 11155 Philips Pkwy Dr E,FL structural adequacy of this component based on the 1 LVL beams must not be cut or defied 1950 Spectrum Circle,Suite 300 32256 design criteria and loadings shown. It is the 2 Refer to manufacturer's product information esponsibilay of the customer and/or the contractor to regarding installation requirements, multi-ply Marietta,GA 30067 (904)268-8225 ensure the component suitability of the intended fastening details,beam strength values,and code 877-914-7770 application,and to venfy the dimensions and loads. approvals ww v buildoncenter.com Lumber 3.Damaged Beams must not be used ICC-ES:ESR-2909,ESR-2913, !u tL o a t Dry service conditions,unless noted otherwise 4.Design assumes top edge Is laterally restrained ESR5. .V.C'.oOnviLLl. 2 LVL not to be treated with fire retardant or corrosive 5.Provide lateral support at hearing Points to avoid M TRUSS DSION " lateral displacement and rotation This design is valid until 10/15/2022 Version 19.60.173 Powered by iStructT° CSD I oruw bE51aM 9"l1 f. Client: McAneny Builders Date: 10/25/2019 Page 14 of 22 Project: Input by: Ashley Casey isDesign Address: 369 10th St Job Name: J190474 I Atlantic Beach, FL 32233 Project#: BM5 onCENTER 2.0E LVL 1.750" X 14.000" 2-Ply - PASSED Level:Level 2 • • • H. • • • • • •./ I � 1,2" • '. j�'\ .' X 1f , 1 SP 2 Hanger(HGUS412) 13'1 1/2" t t3 1/2" 13'1 1/2" 1. Multi-Ply Analysis Fasten all plies using 3 rows of SDW22338 at 24"o.c..except for regions covered by concentrated load fastening.Maximum end distance not to exceed 12" Capacity 7.2% Load 27.5 PLF Yield Limit per Foot 382.5 PLF Yield Limit per Fastener 255.0 lb. Yield Mode Lookup Edge Distance 1 1/2" Min.End Distance 6" Load Combination D+L Duration Factor 1.00 Concentrated Load Fasten at concentrated side load at 2-9-4 with a minimum of(10)—SDW22338 in the pattern shown. Capacity 85.8% Min/Max fastener distances for Concentrated Side Loads Load 2734.51b. Total Yield Limit 3187.5 lb. -Min.6"— Min.5/8" Cg 1.0000 4 Yield Limit per Fastener 318.8 lb. 1 1/2" Yield Mode Lookup r — ® "' ICI 0 Load Combination D+0.75(L+C) Min. 5/8" • ° ° Duration Factor 1.25 + O o o O Min.4" 0 0 — Min.60 061 0 0 Q° o o O O 0 0 —Min.4"— . Max. 12" Max. 12" Notes chemicals 6 For flat roofs provide proper drainage to prevent Manufacturer Info Manning Building Supplies Calculated Structured Designs is responsible only of are Handling&Installation pending BlueLinx 11155 Philips Pkwy Dr E,FL structural adequacy of this component based on the t.LVL beams must not be cut or dolled 1950 Spectrum Circle,Suite 300 32256 design nitons and loadings shown. It is the 2 Refer to manufacturer's product information responstilily of the customer and/or the contractor to regarding installation requirements, multi-ply Marietta,GA 30067 (904)266-622$ ensure the component suitability of the intended fastening details,beam strength values.and code 877-914-7770 application,and to verify the dimensions and loads. approvals www.buildoncenter.com 1�- Lumber 3.Damaged Beams must not be used ICC-ES:ESR-2909,ESR-2913,l Lp I II^g 1.Ory service conditions.unless noted otherwise 4.Design assumes slu p edges is laterally restrained ESR-1210 �r L 2.LVL not to be treated with fire retardant or corrosive 5.Provide lateral peon I bearing points to avoid TRUSS DM110N lateral displacement and rotation This design is valid until 10/15/2022 Version 19.60.173 Powered by iStruct'" CSD I MAW OESISN WILD Client: McAneny Builders Date: 10/25/2019 Page 15 of 22 Project: Input by: Ashley Casey (iscle sign Address: 369 10th St Job Name: J190474 Atlantic Beach, FL 32233 Project#: BM6 onCENTER 2.0E LVL 1.750" X 14.000" 2-Ply - PASSED Level:Level 2 4 3 6 8 —J I I 1W W 9 -eErrex- • ♦ - 'ceJtst- T. s et 1,2r' 0 0 o t= ILWIIJ / 1 SP 2 SPF End Grain 3 SPF End Grain 4 SP / 6'6 3/4" 8'8 1/2" 4'9 1/4" y3 1/2" / 20'1/2" Member Information Reactions UNPATTERNED lb (Uplift) Type: Girder Application: Floor Brg Live Dead Snow Wind Const Plies: 2 Design Method: ASD 1 1058 457 0 0 0(-28) Moisture Condition: Dry Building Code: IBC/IRC 2015 2 4909 4025 0 0 2233 Deflection LL: 480 Load Sharing: No 3 3469 5629 0 0 5008 Deflection TL: 360 Deck: Not Checked 4 0(-11) (-475) 0 0 0(-585) Importance: Normal Temperature: Temp<=100°F Bearings Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. 1-SP 5.500" 18% 457/1488 1944 L_L D+L 2-SPF 5.500" 65% 4025/5357 9381 Uniform D+0.75(L+C) Analysis Results End Analysis Actual Location Allowed Capacity Comb. Case Grain Neg Moment -7982 ft-lb 153 1/4" 28639 ft-lb 0.279(28%)D+L _LL 3-SPF 5.500" 83% 5629/6357 11987 Uniform D+0.75(L+C) End Unbraced -9880 ft-lb 153 1/4" 12139 ft-lb 0.814(81%)D+0.75(L+C)Uniform Grain Pos Moment 7694 ft-lb 11'6 3/4" 28639 ft-lb 0.269(27%)D+L _L_ 4-SP 5.500" 2% -475/711 236 L_L D+L(D+C) Unbraced 9167 ft-lb 1211" 12139 ft-lb 0.755(76%)D+C _L_ (-1364) Shear 8661 lb 14'1 1/4" 11638 lb 0.744(74%)D+0.75(L+C)Uniform LL Defl inch 0.029(U3640) 11'4 5/8" 0.218(L/480) 0.130(13%)0.75(L+C) Uniform TL Defl inch 0.052(U1992) 11'5 3/8" 0.290(U360) 0.180(18%)D+0.75(L+C)Uniform Design Notes 1 Fasten all plies using 3 rows of SDW22338 at 24"o.c.Maximum end distance not to exceed 12". 2 Refer to last page of calculations for fasteners required for specified loads. 3 Concentrated load fastener specification is in addition to hanger fasteners if a hanger is present. 4 Simpson fasteners applied from a single side of the member use tip values where published 5 Girders are designed to be supported on the bottom edge only. 6 Tie-down connection required at bearing 4 for uplift 1364 lb(Combination D+C,Load Case _L_). 7 Top braced at bearings. 8 Bottom braced at bearings. 9 Lateral slenderness ratio based on single ply width. Notes chemicals 6 For gat roofs provide proper drainage to prevent Manufacturer Info Manning Building Supplies Calculated Structured Designs is responsible only of the Handling 8 Installation pontl'"g BlueLinx 11155 Philips Pkwy Dr E,FL structural adequacy of this component based on the 1.LVL beams must not be cut or drilled 1950 Spectrum Circle,Suite 300 32256 design criteria and loadings shown. It is the 2.Refer to manufacturer's product information responsibility of the customer and/or the contractor to regarding installation requirements, multi-ply Marietta,GA 30067 (904)268-8225 ensure the component suitability of the intended fastening details,beam strength values,and code 877-914-7770 application,and to verify the dimensions and loads. approvals www.buildoncenter.com ITIO liliflG Lumber 3.Damaged Beams must not be used ICC-ES:ESR-2909,ESR-2913, B S eu l r.o i ria 4.Design assumes top edge is laterally restrained N V 5 L1 P P L 1 E 5 1.Dry service conditions,unless noted otherwise 5 Provide lateral support at bearing points to avoid ESR-1210 2.LVL not to be treated with fee retardant or corrosivelateral displacement and rotation TRUSS DIVISION This design is valid until 10/15/2022 Version 19.60.173 Powered by iStructr" CS D I sutpesw SD lcN Client: McAneny Builders Date: 10/25/2019 Page 16 of 22 Project: Input by: Ashley Casey isDesign Address: 369 10th St Job Name: J190474 T.. Atlantic Beach, FL 32233 Project#: BM6 onCENTER 2.0E LVL 1.750" X 14.000" 2-Ply - PASSED Level:Level 2 4 3 - - ---- I6. I81 - W W • 'III � � 12" •1 SP 2 SPF End Grain 3 SPF End Grain 4 SP / 6'6 3/4" 8'8 1/2" 4'9 1/4" �'3 1/2" / 20'1/2" ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 1 Tie-In 0-0-0 to 10-6-12 6-2-0 Near Face 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF F2-09 2 Tie-In 0-0-0 to 3-6-12 5-1-1 Far Face 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF F2-04 3 Point 4-6-12 Far Face 1411 lb 692 lb 0 lb 0 lb 1107 lb BM5 Brg 2 4 Tie-In 5-6-12 to 20-0-8 6-6-8 Far Face 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF F2-01 5 Point 11-6-12 Near Face 261 lb 703 lb 0 lb 0 lb 0 lb FG2-07 6 Point 11-6-12 Far Face 342 lb 911 lb 0 lb 0 lb 0 lb FG2-01 7 Point 12-11-0 Near Face 3449 lb 0 lb 0 lb 0 lb 4057 lb RFG2-02 8 Point 12-11-0 Far Face 561 lb 0 lb 0 lb 0 lb 660 lb C04 9 Tie-In 13-11-0 to 20-0-8 6-6-12 Far Face 17 PSF 0 PSF 0 PSF 0 PSF 20 PSF CO3 Self Weight 13 PLF Notes chemicals 6 For gat roofs provide proper drainage to prevent Manufacturer Info Manning Building Supplies Calculated Structured Designs is responsible only of the Handling 8 Installation pondorg BlueLinx 11155 Philips Pkwy Dr E,FL structural adequacy of this component based on the 1.LVL beams must not be cut or drilled 1950 Spectrum Circle,Suite 300 32256 design criteria and loadings shown. It is the 2.Refer to manufacturer's product information Marietta,GA 30067 (904)268-8225 responsibility of the customer and/or the contractor to regarding installation requirements, multi-ply ensure the component suitability of the intended fastening details,beam strength values,and code 877-914-7770 ---- .. application,and to verify the dimensions and loadsapprovals www.buildoncenter.com Mannt(}G Lumber 3.Damaged Beams must not be used ICC-ES:ESR-2909,ESR-2913, Bs e u f L o f no i.Dry Service Conditions,unless noted otherwise 4.Design assumes top edge is laterally restrained ESR-1210 sur ue s 2.LVL not to be treated with fire retardant or corrosive 5.Provide lateral support at bearing points to avoid Trion DIVISION lateral displacement and rotation This design is valid until 10/15/2022 Version 19.60.173 Powered by iStructT" a 6 CSDI .c " Client: McAneny Builders Date: 10/25/2019 Page 17 of 22 Project: Input by: Ashley Casey /#Design Address: 369 10th St Job Name: J190474 T... Atlantic Beach,FL 32233 Project#: BM6 onCENTER 2.0E LVL 1.750" X 14.000" 2-Ply - PASSED Level:Level 1 3 5 W W N_ / • •. . : 1 : . • • • • • • • . • _ • e• I / 1 SP 2 SPF End Grain 3 SPF End Grain 4 SP 6'6 3/4" '1" 8'8 1/2" '� 4'9 1/4" / �'�3 1/2" 20'1/2" Multi-Ply Analysis Fasten all plies using 3 rows of SDW22338 at 24" o.c.. except for regions covered by concentrated load fastening. Maximum end distance not to exceed 12" Capacity 61.6% Load 235.7 PLF Yield Limit per Foot 382.5 PLF Yield Limit per Fastener 255.0 lb. Yield Mode Lookup Edge Distance 1 1/2" Min.End Distance 6" Load Combination D+L Duration Factor 1.00 Concentrated Load Fasten at concentrated side load at 4-6-12 with a minimum of(6)–SDW22338 in the pattern shown. Capacity 72.2% Min/Max fastener distances for Concentrated Side Loads Load 1380.0Ib. Total Yield Limit 1912.5 lb. —Mln.6"— Min.5/8" Cg 1.0000 1 Yield Limit per Fastener 318.8 lb. 1 1/2" Yield Mode Lookup r QO 1---@0 0Load Combination D+0.75(L+C) Min. 5/8" Duration Factor 1.25 © 0 0 © Load Min.4" 0 0 Min.6" 0 0 Fasten at concentrated side load at 11-6-12 with a minimum of(6)–SDW22338 in the pattern shown. CO o 0 0 0 © ©° Capacity 40.9% ivI Load 626.51b. Total Yield Limit 1530.0 lb. —Min.4"— Cg 1.0000 Yield Limit per Fastener 255.0 lb. Max. 12" - Max. 12" Yield Mode Lookup Load Combination D+L Duration Factor 1.00 Notes chemicals 6.For flat roofs provide properdrainage to prey,. Info Manning Building Supplies Calculated Structured Designs is responsible only of the Handling&Installation poodi"g BlueLinx 11155 Philips Pkwy Dr E,FL structural adequacy of this component based on the I.LVL beams must not be cut or drilled 1950 Spectrum Circle,Suite 300 32256 design criteria and loadings shown. It is the 2.Refer to manufacturer's product information responsibility of the customer and/or the contractor to regarding installation requirements, multi-ply Marietta,GA 30067 (904)268-8225 ensure the component suitability of the intended fastening details.beam strength values,and code 877-914-7770 application,and to vent'the dimensions and loads, approvals www.buildoncenter.com manna 1G Lumber 3.Damaged Beams must not be used ICC-ES:ESR-2909,ESR-2913, 1 LP IIEno 4.Design assumes top edge is laterally restrained B S e SUUP o L 5 1.Dry service conditions,unless noted otherwise 5.Provide lateral support at bearing points to avoid ESR-1210 •^� 2.LVL not to be treated with fire retardant or corrosive lateral displacement and rotationTRUSS DIVISION This design is valid until 10/15/2022 Version 19.60.173 Powered by iStructnN CSD I-;',- Client: McAneny Builders Date: 10/25/2019 Page 18 of 22 Project: Input by: Ashley Casey isDesign Address: 369 10th St Job Name: J190474 Atlantic Beach, FL 32233 Project#: BM6 onCENTER 2.0E LVL 1.750" X 14.000" 2-Ply - PASSED Level:Level 1 3 5 W . . . . ....... • W (V / • . . . . • • _ 1,2". • . • 1 SP 2 SPF End Grain 3 SPF End Grain 4 SP t 6'6 3/4" 1. 8'8 1/2" 4'9 1/4" t'3 1/2" 20' 1/2,7 /2" / Multi-Ply Analysis Concentrated Load Fasten at concentrated side load at 12-11-0 with a minimum of(12)—SDW22338 in the pattern shown. Capacity 98.1% Min/Max fastener distances for Concentrated Side Loads Load 3753.OIb. Total Yield Limit 3825.0 lb. —Mtn.6"— Min. 5/8" Cg 1.0000 1 Yield Limit per Fastener 318.8 lb. 1 1/2" Yield Mode Lookup , 0 t Q ,. 0 Qo Load Combination D+C Min. 5/8" 0 0 Duration Factor 1.25 + op ° o O° Min.4" 0 0 fl — Min.6' oo 0 ,; 0 0 o 0 0 I —Min.4"— Max. 12" - Max. 12" Notes chemicals 6 For nal roofs provide proper drainage to prevent Manufacturer Info Manning Building Supplies Calculated Structured Designs is responsible only of the Handling 8 Installation ponding BlueLinx 11155 Philips Pkwy Dr E,FL structural adequacy of the component based on the 1 LVL beams must not be ad or drilled 1950 Spectrum Circle,Suite 300 32256 design criteria and loadings shown. It is the 2 Refer to manufacturer's product information responsibility of the customer and/or the contractor to regarding installation requirements. multi-ply Marietta,GA 30067 (904)268-8225 ensure the component suitability of the intended fastening details,beam strength values,and code 877-914-7770 application.and to vent'the dimensions and loadsapprovals www.buildoncenter.com �.�/y. ICC-ES:ESR-2909, Lumber 3.Damaged Beams must not be used ESR-2913, I I18141-111N 4.Design assumes top edge Is laterally restrained B S 18141-111 1.Dry service conditions,unless noted otherwise 5 Provide lateral support at bearing points to avoid ESR-1210 2.LVL not to be treated with fire retardant or corrosive lateral displacement and rotation TRUSS DIVISION design is valid until 10/15/2022 Version 19.60.173 Powered by iStruct^' SDI t- Client: McAneny Builders Date: 10/25/2019 Page 19 of 22 Project: Input by: Ashley Casey isDesign Address: 369 10th St Job Name: J190474 T' Atlantic Beach,FL 32233 Project#: BM7 onCENTER 2.0E LVL 1.750" X 14.000" 2-Ply - PASSED Level:Level 2 3 • . V01 • \•\-48 - • • • • c—carfER- • •, 9 12" wk • IVI 1 Hanger(HGUS412) 2 Hanger(HGUS412) / 8'1" '' 31/2" / 8'1" Member Information Reactions UNPATTERNED lb (Uplift) Type: Girder Application: Floor Brg Live Dead Snow Wind Const Plies: 2 Design Method: ASD 1 943 612 0 0 243 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 1459 805 0 0 243 Deflection LL: 480 Load Sharing: No Deflection TL: 360 Deck: Not Checked Importance: Normal Temperature: Temp<=100°F Bearings Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. 1 - 4.000" 15% 612/943 1555 L D+L Hanger Analysis Results 2- 4.000" 22% 805/1459 2264 L D+L Analysis Actual Location Allowed Capacity Comb. Case Hanger Moment 2999 ft-lb 4'4 9/16" 28639 ft-lb 0.105(10%) D+L L Unbraced 2999 ft-lb 4'4 9/16" 13569 ft-lb 0.221(22%) D+L L Shear 2153 lb 67 3/4" 9310 lb 0.231(23%) D+L L LL Defl inch 0.012(L/7465) 4'1 13/16" 0.189(L/480) 0.060(6%) L L TL Defl inch 0.020(L/4624) 41 5/8" 0.251 (L/360) 0.080(8%) D+L L Design Notes 1 Fasten all plies using 3 rows of Pneumatic Gun Nail(.120x3.25")at 12"o.c.Maximum end distance not to exceed 6". 2 Refer to last page of calculations for fasteners required for specified loads. 3 Concentrated load fastener specification is in addition to hanger fasteners if a hanger is present. 4 Fill all hanger nailing holes. 5 Girders are designed to be supported on the bottom edge only. 6 Top braced at bearings. 7 Bottom braced at bearings. 8 Lateral slenderness ratio based on single ply width. ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Tie-In 0-0-0 to 8-1-0 5-3-8 Near Face 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Tie-In 0-0-0 to 8-1-0 3-0-0 Far Face 17 PSF 0 PSF 0 PSF 0 PSF 20 PSF 3 Point 6-10-4 Near Face 259 lb 691 lb 0 lb 0 lb 0 lb Self Weight 13 PLF Notes chemicals 6.For flat roofs provide proper drainage to prevent Manufacturer Info Manning Building Supplies Calculated Structured Designs is responsible only of the Handling 8 Installation cording BlueLinx 11155 Philips Pkwy Dr E,FL structural adequacy of this component based on the 1 LVL beams must not be cut or drilled 1950 Spectrum Circle,Suite 300 32256 design criteria and loadings shown. It is the 2 Refer to manufacturer's product information responsibility of the customer and/or the contractor to regarding installation requirements, multi-ply Marietta,GA 30067 (904)268-8225 ensure the component suitability of the intended fastening details,beam strength values,and code 877-914-7770 application,and to verity the dimensions and loads. approvals www.buildoncenter.com Lumber 3.Damaged Beams must not be used ICC-ES:ESR-2909,ESR-2913, t,rt o 4.Design assumes top edge Is laterally restrained oe me r lti 1.Dry service conditions,unless noted otherwise 5 Provide lateral support at bearing points to avoid ESR-1210 2.LVL not to be treated with fire retardant or corrosive lateral displacement dna rotation TRUES DIVISION This design is valid until 10/15/2022 Version 19.60.173 Powered by iStruct'm CSD I ER ,i. Client: McAneny Builders Date: 10/25/2019 Page 20 of 22 Project: Input by: Ashley Casey isDesign Address: 369 10th St Job Name: J190474 I Atlantic Beach, FL 32233 Project#: BM7 onCENTER 2.0E LVL 1.750" X 14.000" 2-Ply - PASSED Level:Level 1 • . . . . I • . • N 12" 4 IVI / 1 Hanger(HGUS412) 2 Hanger(HGUS412) / 8'1" / �/3 1/2" / $,1n / Multi-Ply Analysis Fasten all plies using 3 rows of Pneumatic Gun Nail(.120x3.25")at 12"o.c..except for regions covered by concentrated load fastening. Maximum end distance not to exceed 6" Capacity 59.5% Load 145.5 PLF Yield Limit per Foot 244.5 PLF Yield Limit per Fastener 81.5 lb. Yield Mode IV Edge Distance 1 1/2" Min.End Distance 3" Load Combination D+L Duration Factor 1.00 Concentrated Load Fasten at concentrated side load at 6-10-4 with a minimum of(6)—Pneumatic Gun Nail (.120x3.25")in the pattern shown. Min/Max fastener distances for Concentrated Side Loads Capacity 97.2% h-Min.3" —Min. 1 1/4" Load 475.0Ib. + Total Yield Limit 488.9 lb. 1 Cg 0.9998 1 1/2" Yield Limit per Fastener 81.5 lb. 1 • li • • Yield Mode IV Min. 1 1/4" • o 0 + o o Load Combination D+L • Duration Factor 1.00 Min. 3" 0 0 1 Min. 5"1-- 0 0 0 o 0 o • • 0 0 I —Min. 3"— r—Max. 12" "—r—Max. 12" - Max. 12" - Notes chemicals 6.For flat roofs provide proper drainage to prevent Manufacturer il,rr, Manning Building Supplies Calculated Structured Designs Is responsible only of the Handling 8 Installation ponding BlueLinx 11155 Philips Pkwy Dr E,FL structural adequacy of this component based on the 1.LVL beams must not be cut or dolled 1950 Spectrum Circle,Suite 300 32256 design criteria and loadings shown. It is me 2 Refer to manufacturer's product information responsibility of the customer andfor the contractor to regarding installation requirements, multi-ply Marietta,GA 30067 (904)268-8225 ensure the component suitability of the intended fastening details,beam strength values,and code 877-914-7770 I I M pI N application,and to verify the dimensions and loads. approvals www.buildoncenter.com Lumber 3.Damaged Beams must not be used ICC-ES:ESR-2909,ESR-2913, iuwLriflo 1 na t.Dry service conditions.unless noted otherwise 4.Design assumes top edge is laterally restrained ESR-1210 2 LVL not to be treated with fire retardant or corrosive 5.Provide lateral support al bearing points to avoid TRUSS DIVISION lateral displacement and rotation This design is valid until 10/15/2022 Version 19.60.173 Powered by iStrucF" CSD I PDRAW ENNI wap Client: McAneny Builders Date: 10/25/2019 Page 21 of 22 Project: Input by: Ashley Casey isDesign Address: 369 10th St Job Name: J190474 '!....... Atlantic Beach,FL 32233 Project* BM8 onCENTER 2.0E LVL 1.750" X 14.000" 2-Ply - PASSED Level:Level 2 —— —3 1 • m / \\-041` �I?+ • . . . o,-,CENTER- • • 1�1 1'2"•� • 1 Hanger(HGUS412) 2 Hanger(HGUS412) / 8'1" '' 1,31/2" / 8'1" 1. Member Information Reactions UNPATTERNED lb (Uplift) Type: Girder Application: Floor Brg Live Dead Snow Wind Const Plies: 2 Design Method: ASD 1 1482 814 0 0 243 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 920 604 0 0 243 Deflection LL: 480 Load Sharing: No Deflection TL: 360 Deck: Not Checked Importance: Normal Temperature: Temp<=100°F Bearings Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. 1 - 4.000" 22% 814/1482 2295 L D+L Hanger Analysis Results 2- 4.000" 15% 604/920 1524 L D+L Analysis Actual Location Allowed Capacity Comb. Case Hanger Moment 2871 ft-lb 3'9 1/2" 28639 ft-lb 0.100(10%) D+L L Unbraced 2871 ft-lb 3'9 1/2" 13569 ft-lb 0.212(21%) D+L L Shear 2184 lb 15 1/4" 9310 lb 0.235(23%) D+L L LL Dell inch 0.011(L/7878) 3'11 1/2" 0.189(U480) 0.060(6%) L L TL Deft inch 0.019(U4839) 3'11 11/16" 0.251 (L/360) 0.070(7%) D+L L Design Notes 1 Fasten all plies using 3 rows of 10d Box nails(.128x3")at 12"o.c.Maximum end distance not to exceed 6". 2 Refer to last page of calculations for fasteners required for specified loads. 3 Concentrated load fastener specification is in addition to hanger fasteners if a hanger is present. 4 Fill all hanger nailing holes. 5 Girders are designed to be supported on the bottom edge only. 6 Top braced at bearings. 7 Bottom braced at bearings. 8 Lateral slenderness ratio based on single ply width. ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Tie-In 0-0-0 to 8-1-0 5-3-8 Near Face 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Tie-In 0-0-0 to 8-1-0 3-0-0 Far Face 17 PSF 0 PSF 0 PSF 0 PSF 20 PSF 3 Point 0-11-12 Near Face 259 lb 691 lb 0 lb 0 lb 0 lb Self Weight 13 PLF Notes chemicals 6.For flat roofs provide proper drainage to prevent Info Manning Building Supplies Calculated Structured Designs Is responsible only of the Handling&Installation °O"ding BlueLinx 11155 Philips Pkwy Dr E,FL structural adequacy of this component based on the 1.LVL beams must not be cut or drilled 1950 Spectrum Circle,Suite 300 32256 design criteria and loadings shown. It is the 2.Refer to manufacturer's product information Marietta,GA 30067 (904)268-8225 responsibility of the customer and/or the contractor to regarding installation requirements, multi-ply ensure the component suitability of the intended fastening details,beam strength values,and code 877-914-7770 application,and to verify the dimensions and loads. approvals www.buildoncenter.com A (nf(t(p(l Lumber 3.Damaged Beams must not be used ICC-ES:ESR-2909,ESR-2913, Y C la 4;4710.2 service con 4.Design assumes top edge is laterally restrained L7 V S 1.Dryconditions.unless noted otherwise 5.Provide lateral support at bearing points to avoid ESR-1210 ° ^• 2.LVL not to be treated with fire retardant or corrosive lateral displacement and rotation TRUSS DIVISION This design is valid until 10/15/2022 Version 19.60.173 Powered by iStructra CSD I°oEs`ycr. Bll Client: McAneny Builders Date: 10/25/2019 Page 22 of 22 ` Project: Input by: Ashley Casey isDesign Address: 369 10th St Job Name: J190474 Atlantic Beach, FL 32233 Project#: BM8 onCENTER 2.0E LVL 1.750" X 14.000" 2-Ply - PASSED Level:Level 1 ISI • 1 Hanger(HGUS412) 2 Hanger(HGUS412) 8'1" "F '31/2" 8'1" Multi-Ply Analysis Fasten all plies using 3 rows of 10d Box nails(.128x3")at 12"o.c..except for regions covered by concentrated load fastening. Maximum end distance not to exceed 6" Capacity 53.6% Load 145.5 PLF Yield Limit per Foot 271.6 PLF Yield Limit per Fastener 90.5 lb. Yield Mode IV Edge Distance 1 1/2" Min.End Distance 3" Load Combination D+L Duration Factor 1.00 Concentrated Load Fasten at concentrated side load at 0-11-12 with a minimum of(6)—10d Box nails(.128x3") in the pattern shown. Min/Max fastener distances for Concentrated Side Loads Capacity 87.5% -Min.3" —Min. 1 1/4" Load 475.01b. Total Yield Limit 543.2 lb. y ' -If-- Cg 0.9998 1 1/2" Yield Limit per Fastener 90.5 lb. t •• • Yield Mode IV Min. 1 1/4" ° ° l •• o o • Load Combination D+L Duration Factor 1.00 Min. 3" 0 0 1 _ Min. 5"1-- 0 0 0 0 0 0 • • 0 0 —Min. 3"- 1 Max. 12" Max. 12" - Notes chemicals 6 For flat roofs provide proper drainage to prevent Manufacturer Info Manning Building Supplies Calculated Structured Designs is responsible only of the Handling&Installation p0ndi"g BlueLinx 11155 Philips Pkwy Dr E,FL structural adequacy of this component based on the 1.LVL beams must not be cut or drilled 1950 Spectrum Circle,Suite 300 32256 design criteria and loadings shown. It is the 2.Refer to manufacturer's product information responsibility of the customer and/or the contractor to regarding installation requirements. multi-ply Marietta,GA 30067 (904)268-8225 ensure the component suitability of the intended fastening details,beam strength values,and code 877-914-7770 application,and to verify the dimensions and loads. approvals www.buildoncenter.com -- -. Lumber 3.Damaged Beams must not be used ICC-ES:ESR-2909,ESR-2913, 1• y b rfo 4.Design assumes top edge is laterally restrained a >� !•o1�f 1.Dry service conditions,unless noted otherwise 5.Provide lateral support at bearing points to avoid ESR-1210 2.LVL not to be treated with fire retardant or corrosive lateral displacement and rotation TRUSS MISSION This design is valid until 10/15/2022 Version 19.60.173 Powered by iStructr. CCD IMUMM Lumber design values are in accordance with ANSI/TPI 1 section 6.3 1111 111 These truss designs rely on lumber values estOI l tEhtsop Milekp RE: J190474-F1 - Ayers Residence MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Tampa, FL 33610-4115 Customer Info: McAneny Builders Project Name: Ayers Residence Model: Lot/Block: . Subdivision: . Address: 369 10th St, . City: Atlantic Beach State: FL Name Address and License# of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.3 Wind Code: ASCE 7-10 Wind Speed: 130 mph Roof Load: 37.0 psf Floor Load: 55.0 psf This package includes 71 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 T18487904 A01 10/25/19 23 T18487926 F1-13 10/25/19 2 T18487905 A02 10/25/19 24 T18487927 F1-14 10/25/19 3 T18487906 A03 10/25/19 25 T18487928 F1-15 10/25/19 4 T18487907 A04 10/25/19 26 T18487929 F1-16 10/25/19 5 T18487908 B01 10/25/19 27 T18487930 F1-17 10/25/19 6 T18487909 B02 10/25/19 28 T18487931 F1-18 10/25/19 7 T18487910 B03 10/25/19 29 T18487932 F1-19 10/25/19 8 T18487911 001 10/25/19 30 T18487933 F1-20 10/25/19 9 T18487912 CO2 10/25/19 31 T18487934 F2-01 10/25/19 10 T18487913 CO3 10/25/19 32 T18487935 F2-02 10/25/19 11 T18487914 005 10/25/19 33 T18487936 F2-03 10/25/19 12 T18487915 D01 10/25/19 34 T18487937 F2-04 10/25/19 13 T18487916 F1-01 10/25/19 35 T18487938 F2-05 10/25/19 14 T18487917 F1-02 10/25/19 36 T18487939 F2-06 10/25/19 15 T18487918 F1-03 10/25/19 37 T18487940 F2-07 10/25/19 16 T18487919 F1-04 10/25/19 38 T18487941 F2-08 10/25/19 17 T18487920 F1-05 10/25/19 39 T18487942 F2-09 10/25/19 18 T18487921 F1-07 10/25/19 40 T18487943 FG1-01 10/25/19 19 T18487922 F1-09 10/25/19 41 T18487944 FG1-02 10/25/19 20 T18487923 F1-10 10/25/19 42 T18487945 FG1-03 10/25/19 21 T18487924 F1-11 10/25/19 43 T18487946 FG1-04 10/25/19 22 T18487925 F1-12 10/25/19 44 T18487947 FG2-01 10/25/19 The truss drawing(s)referenced above have been prepared by MiTek USA, Inc. ���`�,�ERP I ttie under my direct supervision based on the parameters �� p.�•.•• �4 se provided by Manning Building Supplies. % �. • c:G E N s......... 461 �1 • Truss Design Engineer's Name: Finn, Walter 39 My license renewal date for the state of Florida is February 28, 2021. = *: * IMPORTANT NOTE: seal on these truss component designs is a certification :�' STATE OF :41:: that the engineer named is licensed in the jurisdiction(s)identified and that the O•• 4/ designs comply with ANSI/TPI 1. These designs are based upon parameters °i '�• 'c p;•• �� shown(e.g.,loads,supports,dimensions,shapes and design codes),which were ���s•C 0 R 10.•• given to MiTek or TRENCO. Any project specific information included is for MiTek's or �,ill, I S�O N AL S�‘``` TRENCO's customers file reference purpose only,and was not taken into account in the �/4111111i° preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, Walter P.Finn PE No.22839 the building designer should verify applicability of design parameters and properly MiTek USA,Inc.FL Cert 6634 incorporate these designs into the overall building design per ANSI/TPI 1,Chapter 2. 6904 Parke East Blvd.Tampa FL 33610 Date: October 25,2019 Finn, Walter 1 of 2 R OFFICE COPY MiTek MiTek USA, Inc. RE: J190474-F1 - Ayers Residence 6904 Parke East Blvd. Tampa, FL 33610-4115 Site Information: Customer Info: McAneny Builders Project Name: Ayers Residence Model: . Lot/Block: . Subdivision: . Address: 369 10th St, . City: Atlantic Beach State: FL No. Seal# Truss Name Date 45 T18487948 FG2-02 10/25/19 46 T18487949 FG2-03 10/25/19 47 T18487950 FG2-04 10/25/19 48 T18487951 FG2-05 10/25/19 49 T18487952 FG2-06 10/25/19 50 T18487953 FG2-07 10/25/19 51 T18487954 J01 10/25/19 52 T18487955 J02 10/25/19 53 T18487956 J03 10/25/19 54 T18487957 JO4A 10/25/19 55 T18487958 JO4B 10/25/19 56 T18487959 J05 10/25/19 57 T18487960 J06 10/25/19 58 T18487961 J07 10/25/19 59 T18487962 J08 10/25/19 60 T18487963 J09 10/25/19 61 T18487964 J10 10/25/19 62 T18487965 J11 10/25/19 63 T18487966 J12 10/25/19 64 T18487967 J13 10/25/19 65 T18487968 J14 10/25/19 66 T18487969 J15 10/25/19 67 T18487970 J16 10/25/19 68 T18487971 J17 10/25/19 69 T18487972 RFG2-01 10/25/19 70 T18487973 RFG2-02 10/25/19 71 T18487974 RFG2-03 10/25/19 2 of 2 Job Truss Truss Type Qty Ply Ayers Residence 718487904 J190474-F1 A01 Monopitch Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.320 s Oct 9 2019 MiTek Industries,Inc. Fri Oct 25 13:44:50 2019 Page 1 ID:j1 ijT3NgvgtFVTgxMvMyBfyTDP3-ahu7lLiVCkkiYf3ASf8kyhntfuAebBsjoEFLITyPs5R 5-1-4I 10-2-8 l 5-1-4 5-1-4 2x4 I I Scale=1:19.9 4 ■ 3.00 12 3x4 3 . 11111 '4111111111111111111111111111111111111111111 3x4 ----- Ihimiliiiiiii....._ mu.2iiii 1 iii III I '15x5 II 11 12 ice/ 2x4 II HTU26 NAILED 5 5x5 = 5-1-4 10-2-8 5-1-4 5-1-4 Plate Offsets(X,Y)-- [1:0-1-12.0-3-5] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) 0.07 5-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.88 Vert(CT) -0.10 5-6 >999 180 BCLL 0.0 • Rep Stress Incr NO WB 0.58 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight:56 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-10 oc purlins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-3-0 oc bracing. SLIDER Left 2x4 SP No.2-H 2-0-0 REACTIONS. (lb/size) 1=555/0-3-8,5=857/Mechanical Max Horz 1=142(LC 7) Max Uplift 1=-258(LC 4),5=-468(LC 4) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-1294/658 BOT CHORD 1-6=-635/1231,5-6=-635/1231 WEBS 3-6=-217/486,3-5=-1240/676 NOTES- 1)Wind:ASCE 7-10;Vutt=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,, 11111 111111, 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 0% E R P. iiI will fit between the bottom chord and any other members. `"\\P�-•......., F//1 iii 4)Refer to girder(s)for truss to truss connections. •• V`.•• C ENSti '0 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) • ••• V F,.•. 0 1=258,5=468. N o 22839 6)Use Simpson Strong-Tie HTU26(20-10d Girder,11-10dx1 1/2 Truss,Single Ply Girder)or equivalent at 6-9-8 from the left end to * • .• : connect truss(es)to front face of bottom chord,skewed 0.0 deg.to the left,sloping 0.0 deg.down. 7)Fill all nail holes where hanger is in contact with lumber. - • 8)"NAILED"indicates 3-10d Nails(0.148"x 3") toe-nails per NDS guidelines. "fl 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). i A F .• i i LOAD CASE(S) Standard i''� .•,..• O R 1pP;••\ `� 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads Vert 1(p'54,sa=20 iiiiss'O N A���`�`��` Concentrated Loads(Ib) Vert:11=-495(F)12=-173(F) Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: October 25,2019 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/7,11 Duality Criteria,DSB-89 end BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. i Tampa,FL 36610 1 Job Truss Truss Type Oty Ply Ayers Residence 718487905 J190474-F1 A02 Monopitch 7 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.320 s Oct 9 2019 MiTek Industries,Inc. Fri Oct 25 13:44:51 2019 Page 1 ID:jl iJT3NgvgtFVTgxMvMyBIyTDP3-2tSVWhj7z1 s29peM?MfzVvJ3WIf9Kjet1 u?ugvyPs50 5-1-4 10-2-8 5-1-4 5-1-4 1.5x4 I I Scale=1:19.7 4 3.00 12 12 3x4 3 1001 1001 11 3x4 2 1 001 1. 1.5x4 II 3x4 = 3r6 H 5-1-4 10-2-8 5-1-4 5-1-4 Plate Offsets(X,Y)-- (1:0-1-12,0-0-13) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) -0.02 5-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.29 Vert(CT) -0.05 5-6 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.29 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:48 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-8-5 oc bracing. SLIDER Left 2x4 SP No.2-H 2-0-0 REACTIONS. (lb/size) 1=372/0-3-8,5=372/Mechanical Max Horz 1=145(LC 11) Max Uplift 1=-146(LC 8),5=-162(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=-612/313 BOT CHORD 1-6=-369/593,5-6=-369/593 WEBS 3-5=-605/327 NOTES- 1)Wind:ASCE 7-10;Vuft=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 10-0-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ��I /I•ii �� 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. t`, • ER P.011111111 3)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide `••``Ix\ ........ F/4,", will fit between the bottom chord and any other members. �� •V4.• GENS''• ti 4)Refer to girder(s)for truss to truss connections. •• V F•'•• . • 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) •• No 22839 839 1,1 1=146,5=162. • *� �* • 13 OF .•.41 '1•••8/ N A ‘,.• r•-\�. ��IIY Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: October 25,2019 fr A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MN-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M Frei( is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSYTPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. l Tampa,FL 36610 Job Truss Truss Type Qty Ply Ayers Residence T18487906 J190474-F1 A03 Monopitch 6 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.320 s Oct 9 2019 MiTek Industries,Inc. Fri Oct 25 13:44:52 2019 Page 1 ID:j 1 ijT3NgvgtFVTgxMvMyBfyTDP3-W4Otj 1 klkL_QnyDYZ4BC16sEui1 b3EMOFYkSMMyPs5P 3-10-8 3-10-8 Scale=1:11.6 3.00 1 3 10 1.5x 354 2 9 1 4 3x8 I 1.5x4 II I 3-10-8 3-10-8 Plate Offsets(X,Y)-- [1:0-1-12,0-0-13] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) -0.01 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.14 Vert(CT) -0.02 4-7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.01 1 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:17 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-8 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.2-H 2-0-0 REACTIONS. (lb/size) 1=138/0-3-8,4=138/Mechanical Max Horz 1=65(LC 11) Max Uplift 1=-53(LC 8),4=-61(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 3-8-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 4)Refer ot etween the girder(s)for truss to ttom chord ss connections.oer members. sol- eR 'P,,,. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,4. �` P,��.........F/4/ lj � GEN '•. /1/ °• ' \'\ F • No 22839 *: :* • �'�O�;S.< OR4` Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: October 25,2019 •A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not . a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Oty Ply Ayers Residence 118487907 J190474-F1 A04 MONOPITCH SUPPORTED 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.320 s Oct 9 2019 MiTek Industries,Inc. Fri Oct 2513:44:522019 Page 1 ID:j 1 ijT3NgvgtFVTgxMvMyBfyTDP3-W40tj 1 klkL_OnyDYZ4BC 16sF?i2S3EMOFYkSMMyPs5P 3-10-8 3-10-8 Scale=1:7.6 2 3.00 12 1.5x4 I 1 d vow",e4* ei.6.•,........400.••••••4 i i ii " ••• •••• i�i•i�ii�ii�ii�i'i•ii�ii�iiii�i•i•i•i•i•i•i•i•i•i•i•i•i•i• .1i•i•i•i•ii�i•ii�iii�i•i•ii.�iii•i•i�ii�i•i�ii�ii ii�ii�i'i'iiii�iiOi�ii�ii�ii�ii�i•iiii�i•i•i•ii�iii•ii�ii�ii�iii•i•�ii�iiW AW 3 2x5 % 1.5x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.09 Vert(CT) n/a - n/a 999 BCLL 0.0 * Rep Stress Ina YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight:11 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-8 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=97/3-10-8,3=97/3-10-8 Max Horz 1=33(LC 9) Max Uplift 1=-39(LC 8),3=42(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=2ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Corner(3)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)Gable requires continuous bottom chord bearing. 4)Gable studs spaced at 2-0-0 oc. 5)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) This truss will fit betweensbeen the bottomgned for a chord andlive any otherr members.ad of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 00 1 ER,P,F Il�� 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)1,3. %••_‘P,�\...... S /4/ !,�, \. F� •• •• ,0 4. No 22839 • 7. " litOF .,ASN"ONAL�o` nnn� Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: October 25,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MIi-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual budding component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPl1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. 'I Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Ory Ply Ayers Residence 718487908 J190474-F1 B01 Half Hip Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.320 s Oct 9 2019 MiTek Industries,Inc. Fri Oct 25 13:44:53 2019 Page 1 ID:j1 ijT3NgvgtFVTgxMvMyBfyTDP3-_GZFwNINUf6HP6o17niRaKONe6L?ogyAUCU?uoyPs5O 2311I 5-6-0 2-3-11 3-2-5 Scale=1:17.5 Special NAILED 1.5x4 II 4x7 = 6.25 12 2 7 3 161111111.1711 3x5 1 a v Illi° 1‘1111 v 11111. 11r 1`I, 8 0 3x4 _ NAILED 4 6 NAILED 3x4 = 1.5x4 I I Special 2-3-11 5-6-0 2-3-11 _ 3-2-5 Plate Offsets(X,Y)-- (2:0-5-0,0-2-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL- in (loc) l/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) -0.01 4-5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.01 4-5 >999 180 BCLL 0.0 - Rep Stress!nor NO WB 0.11 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:32 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-6-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=438/0-3-8,4=509/Mechanical Max Horz 6=105(LC 5) Max Uplift 6=-233(LC 8),4=-294(LC 5) Max Gray 6=438(LC 1),4=515(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-442/273,1-6=-423/236 BOT CHORD 4-5=-287/383 WEBS 2-4=-472/305,1-5=-279/418 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 ,``��1 i l l 1 1 1I41 3)Provide adequate drainage to prevent water ponding. ,�� -�ER p L-14., 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. • p.�•......... /4,w.'j 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide � • `` . .G N 4' ' will fit between the bottom chord and any other members. :, V:• VI E S'�•.•• • moi= 6)Refer to girder(s)for truss to truss connections. • .• 7)Provide mechanical connection(byothers)of truss to bearingplate capable of withstanding100 lb uplift at joint(s)except t-Ib * •••• N O 22839 * = PP 1 O P (j ) • 6=233,4=294. 8)"NAILED"indicates 3-lOd Nails(0.148"x 3°) toe-nails per NDS guidelines. • 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)317 lb down and 383 lb up at -01 er 2-3-11 on top chord,and 140 lb down and 42 lb up at 2-5-6 on bottom chord. The design/selection of such connection device(s)is p A F : 14/ the responsibility of others. 0 • ��� 10) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). oi,T•• Q p;•• 4- ,,, O R 1 1))Dead LOACASE(S)RoofLive(balanced):Lumber Increase=1.25,Plate Increase=1.25 i�,gie`''0 N Al-as �,`,�,` Uniform Loads(plf) Vert:1-2=-54,2-3=-54,4-6=-20 Wafter P.Finn PE No.22839 Concentrated Loads(Ib) MiTek USA,Inc.FL Cert 6634 Vert:2=-258(B)5=-121(B)7=-116(B)8=-65(B) 6904 Parke East Blvd.Tampa FL 33610 Date: October 25,2019 -- A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.1003/2015 BEFORE USE. -' Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek. is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. 1 Tampa,FL 36610 Job .Truss Truss Type Oty 1Ply Ayers Residence T18487909 J190474-F1 B02 (Half Hip 1 1 Job ReferenceJnptional) Manning Building Supplies, Jacksonville,FL-32256, 8.320 s Oct 9 2019 MiTek Industries,Inc. Fri Oct 25 13:44:54 2019 Page 1 ID:j1 ijT3NgvgtFVTgxMvMyBfyTDP3-TS7e8jm?FyE7OGNxhVDg6XxbrWgnX7KJjsDYREyPs5N 3-3-4 5-6-0 _ --- ---- 3-3-4 - - ----- 2-2-t2 Scale=1:19.3 5x5 = 1.5x4 II 2 3 6.25 12 �■ . 1.5x4 II 1 AAL.14 5 3x4 = 3x4 = 3-3-4 5-6-0 _ ~ -- -- 33.4 2-2-12 -. Plate Offsets(X,Y)-- [2:0-2-8,0-2-3] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) -0.04 4-5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.35 Vert(CT) -0.09 4-5 >708 180 BCLL 0.0 • Rep Stress Ind' YES WB 0.03 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:32 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-6-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=193/Mechanical,5=193/0-3-8 Max Horz 5=130(LC 11) Max Uplift 4=-113(LC 9),5=-64(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide wil t tween the bottom rd and any 6)Relfelr toegi der(s)for truss to truss connections. ' , ,'S r members. ilk' - ER P II F 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5 except(jt=lb) ,%` P\-•.... '4,#4 4=113. .` .• v\C E N SF.• L �i ; • No 22839 *: I* :9: A F 110 X111111 Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: October 25,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314, Tampa.FL 36610 Job Truss Truss Type Oty Ply Ayers Residence T18487910 J190474-F1 B03 Monopitch 8 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.320 s Oct 9 2019 MiTek Industries,Inc. Fri Oct 25 13:44:54 2019 Page 1 ID:j1 ijT3NgvgtFVTgxMvMyBfyTDP3-TS7e8jm?FyE7OGNxhVD96XxalWjjX7EJjsDYREyPs5N 3-10-8 3-10-8 Scale=1:19.4 2 1.5x4 II 6.25 12 6 I • 3x5 5 1 I IIIA r 11 rimmimi •3 • 4 3x4 = 1.5x4 II I 3-10-8 3-10-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL- in (loc) I/deft Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) -0.01 3-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.17 Vert(CT) -0.02 3-4 >999 180 BOLL 0.0 ' Rep Stress Incr YES WB 0.04 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:23 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-8 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=133/0-3-8,3=133/Mechanical Max Horz 4=141(LC 9) Max Uplift 4=-39(LC 12),3=-84(LC 9) Max Gray 4=140(LC 18),3=151(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 3-8-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4 er to rder(s) 5)Provide mlechanicalrconnection(b connections. of truss to bearingplate capable of withstanding100 lb uplift at joint(s)4,3. �‘�,`,,,I"P„I'��1, ( Y ) P P ` � P��ER . . F� I10, • No 22839 Wafter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: October 25,2019 MINIM A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1-7073 rev.10/03/2015 BEFORE USE. ��• Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss 'Truss Type Qty Ply Ayers Residence T18487911 J190474-F1 CO1 Common Supported Gable 2 1 Job Reference joptional) Manning Building Supplies, Jacksonville,FL-32256, 8.320 s Oct 9 2019 MiTek Industries,Inc. Fri Oct 25 13:44:55 2019 Page 1 ID:j 1 ijT3NgvgtFVTgxMvMyBfyTDP3-xf hOL3md0GMeOy7ECkvfkUnbv4QGZYTxW z6zgyPs5M 6-9-0 __ 13-6-0 - --- - --- 6-9-0 6-9-0 4x4 = Scale=1:36.0 5 yril \I v: 7 II k, 4x4 ��8 ill it mm 6 3x8 I I 14 13 12 11 10 3x8 II 13-6-0 I I 13-6-0 Plate Offsets(X,Y)-- [1:0-3-4,0-0-1],[9:0-5-15,0-0-1] l LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.07 Vert(CT) n/a - n/a 999 BCLL 0.0 * Rep Stress lncr YES WB 0.10 Horz(CT) 0.00 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight:81 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2 SLIDER Left 2x6 SP No.2-H 1-9-2,Right 2x6 SP No.2-H 1-9-2 REACTIONS. All bearings 13-6-0. (Ib)- Max Horz 1=-163(LC 10) Max Uplift All uplift 100 lb or less at joint(s)1,9,13,11 except 14=-154(LC 12),10=-154(LC 12) Max Gray All reactions 250 lb or less at joint(s)1,9,12,13,14,11,10 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=2ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Corner(3)0-0-0 to 2-9-0,Exterior(2)2-9-0 to 6-9-0,Corner(3)6-9-0 to 9-9-0,Exterior(2)9-9-0 to 13-6-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry 0111111/ii 1111 J I iggSi, Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. %��_eR Pi, 4)All plates are 1.5x4 MT20 unless otherwise indicated. ASN``P•� ........ F/A,iee 5)Gable requires continuous bottom chord bearing. �� V...\G E N S+•• 'V '• 6)Gable studs spaced at 2-0-0 oc. •• V F•••. •.• 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. : N O 22839 8)'This truss has been designed fora live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide • • will fit between the bottom chord and any other members. 9) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,9,13,11 except • (jt=lb)14=154,10=154. ...I) • �CC 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)1. t....53..• A F : i �� : i •• • ''1SS�ONA1-S-,•�`� Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: October 25,2019 -- A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 mc.10/03/2015 BEFORE USE. -- Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design- Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss 'Truss Type Qty Ply Ayers Residence T18487912 J190474-F1 CO2 Common 11 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.320 s Oct 9 2019 MiTek Industries,Inc. Fri Oct 25 13:44:56 2019 Page 1 ID:j 1 ijT3NgvgtFVTgxMvMyBfyTDP3-PrFOZPnGnaUrGaWJovF8CyOrdJJ671 XcAAifV7yPs5L 6-9-0 13-6-0 6-9-0 6-9-0 { 555 = Scale=1:41.9 2 9.00 12 B li II lib 4. i. 7 10 • 454 -24x4 Q 3 1 a CA fiF� file IF241 101 6 5 4 1.554 II 3x8 = 1.5x4 II 6-9-013-6.0 - 6-9-0 6-9-0 Plate Offsets(X,Y)-- [1:0-1-0,0-1-8],[3:0-1-0,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) -0.04 4-5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.49 Vert(CT) -0.08 4-5 >999 180 BCLL 0.0 ' Rep Stress'nor YES WB 0.05 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:78 lb FT=20 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=489/0-5-8,4=489/0-5-8 Max Horz 6=213(LC 11) Max Uplift 6=-176(LC 12),4=-176(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-461/216,2-3=-461/216,1-6=-448/244,3-4=-448/244 BOT CHORD 5-6=-201/267 WEBS 1-5=-43/259,3-5=-45/261 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 6-9-0,Exterior(2)6-9-0 to 9-9-0,Interior(1)9-9-0 to 13-4-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ♦ttttttI II/1g. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ♦♦♦ ER Pii iI 4)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide `♦♦``P,- ........ F//��t , i•e, will fit between the bottom chord and any other members. �� V \G ENS+ • 7/ '• 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) e ••• V F .•. 0. 6=176,4=176. No 22839 r. *:: *- 13' A F .••14/ Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: October 25,2019 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. • Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not lill • a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. 1 Tampa,FL 36610 Job Truss Truss Type Qty Ply Ayers Residence T18487913 J190474-F1 CO3 Common 4 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.320 s Oct 9 2019 MiTek Industries,Inc. Fri Oct 25 13:44:57 2019 Page 1 ID:j1 ijT3NgvgtFVTgxMVMyBIyTDP3-t1 pmmkouYtcitk5WMdmNk9ZoljfjkUrlPgSD1 ZyPs5K 6-9-0 13-1-8 6-9-0 6-4-8 5x5 = Scale=1:41.9 2 9.00 12 8 9 7 4x4 4x4 3 1 ,I► 1e -1111111111 5 4 2x4 II 3x8 = 1.5x4 II 6-9-0 13-1-8 6-9-0 6-4-8 Plate Offsets(X,Y)-- [1:Edge,0-1-81,[3:0-1-0,0-1-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) -0.04 5-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.47 Vert(CT) -0.08 5-6 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.05 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight:77 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=475/0-5-8,4=475/Mechanical Max Horz 6=218(LC 11) Max Uplift 6=-170(LC 12),4=-171(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-442/210,2-3=434/211,1-6=-434/240,3-4=441/242 BOT CHORD 5-6=-205/267 WEBS 3-5=43/267 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=13omph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 6-9-0,Exterior(2)6-9-0 to 9-9-0,Interior(1)9-9-0 to 12-11-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ` �I11111 11/�,, 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. � ER P II 4)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide •s P,L� .•••............... F/4,��j will fit between the bottom chord and any other members. �� .• \G E N, ti iii 5)Refer to girder(s)for truss to truss connections. ••• V F•••. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) : N O 22839 • 6=170,4=171. • � : T$ OF ILO • 1111111 et N M- Walter P.Ann PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: October 25,2019 t A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. -- Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek. is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSYTPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. — - Tampa,FL 36610 Job Truss Truss Type Qty Ply Ayers Residence T18487914 J190474-F1 C05 Monopitch 14 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.320 s Oct 9 2019 MiTek Industries,Inc. Fri Oct 25 13:44:57 2019 Page 1 ID:j t ijT3NgvgtFVTgxMvMyBfyTDP3-t1 pmmkouYtcitk5WMdmNk9Z6DjIwkUyIPgS D1 ZyPs5K 2-7-8 2-7-8 1.5x4 I I Scale=1:21.6 2 9.00 12 3x5 1 I. 3 4 3x4 = 1.5x4 11 2-7-8 2-7-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) -0.00 3-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.07 Vert(CT) -0.00 3-4 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.04 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:19 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-7-8 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=86/0-5-8,3=86/Mechanical Max Horz 4=156(LC 11) Max Uplift 4=-42(LC 8),3=-127(LC 9) Max Gray 4=145(LC 18),3=139(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. BOT CHORD 3-4=-252/240 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4 er to er(s) truss to truss connections. 5)Provide mechanicalrcon connection(by of truss to bearingplate capable of withstanding100 lb uplift at joint(s)4 except lb `s��`,�E.R IP., /4/A ���, 3=127. others) P P P (jt=lb) •% P`� /� ii •` . •'G•E•N S'•• -v �% • No 22839 *: :* 410 CC Z O•'• �Y ' Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: October 25,2019 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI?PII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Oty Ply Ayers Residence T18487915 J190474-F1 001 Half Hip Girder 1 e� G Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.320 s Oct 9 2019 MiTek Industries,Inc. Fri Oct 25 13:44:59 2019 Page 1 ID:j1 ijT3NgvgtFVTgxMvMyBfyTDP3-pOxXBOp84VsQ71 FuT2prpaeJbXMhCCU2s8xJ6SyPs51 7-0-0I 11-8-0 i 16-4-0 7-0-0 4-8-0 4-8-0 Special NAILED Scale=1:46.0 5x5 = NAILED 3x4 = NAILED NAILED 2x4 1I 2 8 9 3 10 11 12 4 O-.��� IIr1���1 1 A' \9.00 t2 • 3x6 .i 1 5 NIMIIIIIIMIloo...—__ IMIIMIIMIMMINIIIC3 pro x330 6 13 14 15 16 17 18 7 5 1.5x4 II 3x10 = NAILED NAILED NAILED 3x5 = Special NAILED Special I 7-0-0 i 16-4-0 7-0-0 9-4-0 Plate Offsets(X,V)-- 12:0-3-0,0-2-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) -0.16 5-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.44 Vert(CT) -0.34 5-6 >574 180 BCLL 0.0 " Rep Stress Incr NO WB 0.81 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight:211 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 4-2-11 oc purlins, 2-4:2x4 SP 2250F 1.9E except end verticals. BOT CHORD 2x4 SP 2250F 1.9E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 WEBS T-Brace: 2x4 SP No.2-3-5 OTHERS 2x4 SP No.2 Fasten(2X) T and I braces to narrow edge of web with 1Od (0.131•x3")nails,6in o.c.,with 3in minimum end distance. Brace must cover 90%of web length. REACTIONS. (lb/size) 7=2523/0-5-8,5=3725/Mechanical Max Horz 7=326(LC 24) Max Uplift 7=-225(LC 8),5=-123(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-3109/249,2-3=-2390/296,4-5=-724/0,1-7=-2474/249 BOT CHORD 6-7=-375/258,5-6=147/1947 WEBS 2-6=-534/193,3-6=-320/886,3-5=-3406/132,1-6=-199/2378 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 1-0-0 oc. `,111 III I I I/I,/ Bottom chords connected as follows:2x4-1 row at 1-0-0 oc. 0‘ E R P. •/, Webs connected as follows:2x4-1 row at 1-0-0 oc. `%'\\%-"-. ••... • F/4/•i, 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to . V`•• C E N S• 4' °ice ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. • V F.••• i • 3)Unbalanced roof live loads have been considered for this design. No 2 • 2839 4)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. • • II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber Z * : • * DOL=1.60 plate grip DOL=1.60 — 5)Provide adequate drainage to prevent water ponding. -- -01 : 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. .".: A F .• IQ 7)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 0••, 44/ i will fit between the bottom chord and any other members,with BCDL=10.Opsf. A\ P."" 8)Refer to girder(s)for truss to truss connections. i� •,•O R ••\�?\• 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) i/'ss,0 N A;�,`,�%,, 10) Load case(s)1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22,23,24,25,26,27,28,29,30,31,32 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. Walter P.Finn PE No.22839 11) "NAILED"indicates 3-10d Nails(0.148"x 3") toe-nails per NDS guidelines. MiTek USA,Inc.FL Cert 6634 12) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)407 lb down and 497 lb up at 6904 Parke East Blvd.Tampa FL 33610 7-0-0 on top chord,and 280 lb down and 280 lb up at 6-9-14,and 351 lb down and 334 lb up at 7-2-2 on bottom chord. The Date: design/selection of such connection device(s)is the responsibility of others. October 25,2019 ?,lithoitnnincrilaiditZnal permanent and stability bracing for truss system(not part of this component design)is always required. le A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1-7473 rev.10/03/2015 BEFORE USE. dl• Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiRek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Oty Ply Ayers Residence 118487915 J190474-F1 D01 Half Hip Girder 1 n G Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.320 s Oct 9 2019 MiTek Industries,Inc. Fri Oct 25 13:44:59 2019 Page 2 I D:j 1 ijT3NgvgtFVTgxMvMyBfyTDP3-pQxXBQp84VsQ71 FuT2prpaeJbXMhCCU2s8xJ6SyPs51 LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-54,2-4=-334,5-7=-20 Concentrated Loads(Ib) Vert:2=-1219(6=-219)6=-307(B)8=129(B)9=-129(8)11=-129(B)12=-131(B)13=-251(B)14=-48(B)16=-48(8)17=48(B)18=48(B) 2)Dead+0.75 Roof Live(balanced)+0.75 Uninhab.Attic Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-44,2-4=-289,7-15=-20,15-17=-50,5-17=-20 Concentrated Loads(Ib) Vert:2=-1054(B=-179)6=-274(B)8=-105(B)9=-105(B)11=-105(B)12=-107(B)13=-219(B)14=48(B)16=48(B)17=48(B)18=48(B) 3)Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-14,2-4=-154,5-7=40 Concentrated Loads(Ib) Vert:2=562(B=62)6=-303(B)8=-34(B)9=-34(B)11=34(B)12=-34(B)13=-202(B)14=-96(B)16=-96(B)17=-96(B)18=-97(B) 4)Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=5,2-10=-95,4-10=-116,5-7=-6 Horz:1-2=-13,4-5=25,1-7=21 Concentrated Loads(Ib) Vert:2=-186(B=314)6=300(8)8=144(B)9=144(B)11=161(B)12=166(B)13=260(B)14=37(B)16=37(B)17=37(B)18=37(B) 5)Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=20,24=-95,5-7=-6 Horz:1-2=-29,4-5=-21,1-7=-25 Concentrated Loads(Ib) Vert:2=-214(8=286)6=300(B)8=144(B)9=144(B)11=144(B)12=145(8)13=260(B)14=37(B)16=37(B)17=37(B)18=37(B) 6)Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-29,24=-155,5-7=-20 Horz:1-2=15,4-5=10,1-7=36 Concentrated Loads(Ib) Vert:2=-3(B=497)6=334(B)8=204(B)9=204(B)11=204(8)12=204(B)13=280(B)14=51(B)16=51(B)17=51(B)18=50(B) 7)Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-0,2-4=-155,5-7=-20 Horz:1-2=-14,4-5=-36,1-7=-10 Concentrated Loads(Ib) Vert:2=-55(B=445)6=334(8)8=204(8)9=204(B)11=204(B)12=204(B)13=280(8)14=51(B)16=51(B)17=51(B)18=50(B) 8)Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=33,24=-107,5-7=-6 Horz:1-2=-41,4-5=32,1-7=-32 Concentrated Loads(Ib) Vert:2=-210(8=290)6=300(B)8=156(8)9=156(B)11=156(8)12=157(8)13=260(B)14=37(B)16=37(B)17=37(B)18=37(8) 9)Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=18,2-4=-122,5-7=-6 Horz:1-2=-26,4-5=32,1-7=-32 Concentrated Loads(Ib) Vert:2=-152(B=348)6=300(8)8=171(8)9=171(B)11=171(B)12=172(B)13=260(8)14=37(B)16=37(B)17=37(B)18=37(B) 10)Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-15,24=-155,5-7=-20 Horz:1-2=1,4-5=17,1-7=-17 Concentrated Loads(Ib) Vert:2=-29(B=471)6=334(B)8=204(B)9=204(B)11=204(B)12=204(B)13=280(B)14=51(B)16=51(B)17=51(8)18=50(B) 11)Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-15,24=-155,5-7=-20 Horz:1-2=1,4-5=17,1-7=-17 Concentrated Loads(Ib) Vert:2=-29(6=471)6=334(B)8=204(B)9=204(B)11=204(8)12=204(B)13=280(B)14=51(B)16=51(B)17=51(B)18=50(B) 12) Dead+Uninhabitable Attic Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-14,24=-154,7-15=-20,15-17=-60,5-17=-20 Concentrated Loads(Ib) Vert:2=-559(B=-59)6=-175(B)8=-34(B)9=-34(B)11=-34(8)12=-34(B)13=-123(B)14=-48(B)16=48(B)17=-48(B) 18=48(B) 13) Dead+0.75 Roof Live(bal.)+0.75 Uninhab.Attic Storage+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-55,24=-290,7-15=-20,15-17=-50,5-17=-20 Horz:1-2=11,4-5=8,1-7=27 Continued on Daae 3 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not 111' a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek. is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply Ayers Residence T18487915 J190474-F1 D01 Halt Hip Girder 1 n G Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.320 s Oct 9 2019 MiTek Industries,Inc. Fri Oct 25 13:44:59 2019 Page 3 ID:jlijT3NgvgtFVTgxMvMyBtyTDP3-pQxXBQp84VsO71FuT2prpaeJbXMhCCU2s8xJ6SyPs51 LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:2=506(8=369)6=242(8)8=149(B)9=149(B)11=149(6)12=149(B)13=203(B)14=38(B)16=38(B)17=38(B)18=38(B) 14)Dead+0.75 Roof Live(bal.)+0.75 Uninhab.Attic Storage+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-34,2-4=-290,7-15=-20,15-17=-50,5-17=-20 Horz:1-2=-10,4-5=-27,1-7=-8 Concentrated Loads(Ib) Vert:2-545(6=330)6=242(B)8=149(B)9=149(B)11=149(B)12=149(8)13=203(B)14=38(B)16=38(B)17=38(B)18=38(B) 15) Dead+0.75 Roof Live(bal.)+0.75 Uninhab.Attic Storage+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-45,2-4=-290,7-15=-20,15-17=-50,5-17=-20 Horz:1-2=1,4-5=13,1-7=-13 Concentrated Loads(Ib) Vert:2=-525(B=350)6=242(B)8=149(B)9=149(B)11=149(B)12=149(B)13=203(B)14=38(B)16=38(B)17=38(B)18=38(B) 16)Dead+0.75 Roof Live(bal.)+0.75 Uninhab.Attic Storage+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-45,2-4=-290,7-15=-20,15-17=-50,5-17=-20 Horz:1-2=1,4-5=13,1-7=-13 Concentrated Loads(Ib) Vert:2=-525(6=350)6=242(B)8=149(B)9.149(B)11=149(B)12=149(B)13=203(B)14=38(B)16=38(B)17=38(B)18=38(B) 17) 1st Dead+Roof Live(unbalanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-54,2-4=-334,5-7=-20 Concentrated Loads(Ib) Vert:2=-1219(B=-219)6=-307(B)8=-129(B)9=-129(B)11=-129(B)12=-131(8)13=-251(B)14=-48(B)16=-48(B)17=48(B)18=48(B) 18)2nd Dead+Roof Live(unbalanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-14,2-4=-334,5-7=-20 Concentrated Loads(lb) Vert:2=-1291(8=291)6=-307(B)8=-129(B)9=-129(B)11=-129(B)12=-131(B)13=-251(B)14=48(B)16=-48(B)17=-48(8)18=-48(8) 19)3rd Dead+0.75 Roof Live(unbalanced)+0.75 Uninhab.Attic Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-44,24=-289,7-15=-20,15-17=-50,5-17=-20 Concentrated Loads(Ib) Vert:2=-1054(B=-179)6=-274(8)8=-105(B)9=-105(B)11=-105(B)12=-107(B)13=-219(B)14=-48(B)16=-48(B)17=-48(B)18=48(B) 20)4th Dead+0.75 Roof Live(unbalanced)+0.75 Uninhab.Attic Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-14,24=-289,7-15=-20,15-17=-50,5-17=-20 Concentrated Loads(Ib) Vert:2=-1108(6=-233)6=-274(B)8—105(B)9=-105(B)11=-105(B)12=-107(B)13=-219(B)14=48(6)16=-48(6)17=48(6)18=48(B) 21) Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=5,2-10=-95,4-10=-116,5-7=-6 Horz:1-2=-13,4-5=25,1-7=21 Concentrated Loads(Ib) Vert:2=-880(B=-380)6=-351(B)8=-174(B)9=-174(B)11=-157(B)12=-152(B)13=-262(B)14=-85(B)16=-85(B)17=-85(B)18=-85(B) 22)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=20,24=-95,5-7=-6 Horz:1-2=-29,4-5=-21,1-7=-25 Concentrated Loads(Ib) Vert:2=-907(8=407)6=-351(B)8=-174(B)9=-174(B)11=-174(B)12=-173(B)13=-262(B)14=-85(B)16=-85(B)17=-85(B) 18=-85(B) 23) Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-29,24=-155,5-7=-20 Hors:1-2=15,4-5=10,1-7=36 Concentrated Loads(Ib) Vert:2=-696(8=-196)6=-317(B)8=-113(B)9=-113(B)11=-113(B)12=-114(B)13=-242(B)14=-71(B)16=-71(B)17=-71(B) 18=-71(B) 24) Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-0,24=-155,5-7=-20 Horz:1-2=-14,4-5=-36,1-7=-10 Concentrated Loads(lb) Vert:2=748(B=-248)6=-317(B)8=-113(B)9=-113(B)11—113(B)12=-114(B)13=-242(B)14=-71(B)16=-71(B)17=-71(B) 18=-71(B) 25)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=33,24=-107,5-7=-6 Horz:1-2=41,4-5=32,1-7=-32 Concentrated Loads(Ib) Vert:2=-904(6=404)6=-351(B)8=-161(B)9=-161(B)11=-161(B)12=-160(B)13=-262(B)14=-85(8)16=-85(B)17=-85(B) 18=-85(B) 26)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 ^ontinued on Daae 4 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITES REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' ek, is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Oty Ply Ayers Residence T18487915 J190474-F1 D01 Half Hip Girder 1 a� L 'Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.320 s Oct 9 2019 MiTek Industries,Inc. Fri Oct 25 13:44:59 2019 Page 4 10:11 ijT3NgvgtFVTgxMvMyBfyTDP3-pQxXBQp84VsQ71 FuT2prpaeJbXMhCCU2s8xJ6SyPs51 LOAD CASE(S) Standard Uniform Loads(pIf) Vert:1-2=18,2-4=-122,5-7=-6 Horz:1-2=-26,4-5=32,1-7=-32 Concentrated Loads(Ib) Vert:2=-846(B=-346)6=-351(B)8=-146(B)9=-146(B)11=-146(B)12=-146(B)13=-262(B)14=-85(B)16=-85(B)17=-85(B)18=-85(B) 27) Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pIf) Vert:1-2=-15,2-4=-155,5-7=-20 Horz:1-2=1,4-5=17,1-7=-17 Concentrated Loads(Ib) Vert:2=-721(8=-221)6=-317(B)8=-113(B)9=-113(B)11=113(8)12=-114(B)13=-242(B)14=-71(B)16=-71(B)17=-71(B)18=-71(B) 28) Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pIf) Vert:1-2=-15,2-4=-155,5-7=-20 Horz:1-2=1,4-5=17,1-7=-17 Concentrated Loads(Ib) Vert:2=-721(B=-221)6=-317(B)8=-113(B)9=-113(B)11=-113(B)12=-114(B)13=-242(B)14=-71(B)16=-71(B)17=-71(B)18=-71(B) 29) Reversal:Dead+0.75 Roof Live(bal.)+0.75 Uninhab.Attic Storage+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pIf) Vert:1-2=-55,2-4=-290,7-15=-20,15-17=-50,5-17=-20 Horz:1-2=11,4-5=8,1-7=27 Concentrated Loads(Ib) Vert:2=-1088(B=-213)6=-351(B)8=-140(B)9=-140(B)11=-140(B)12=-141(B)13=-280(B)14=-65(B)16=-65(B)17=-65(B)18=-66(B) 30)Reversal:Dead+0.75 Roof Live(bal.)+0.75 Uninhab.Attic Storage+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-34,2-4=-290,7-15=-20,15-17=-50,5-17=-20 Horz:1-2=-10,4-5=-27,1-7=-8 Concentrated Loads(Ib) Vert:2=-1127(8=-252)6=-351(B)8=-140(B)9=-140(B)11=-140(B)12=-141(B)13=-280(B)14=-65(B)16=-65(B)17=-65(B)18=-66(B) 31) Reversal:Dead+0.75 Roof Live(bal.)+0.75 Uninhab.Attic Storage+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pIf) Vert:1-2=-45,2-4=-290,7-15=-20,15-17=-50,5-17=-20 Horz:1-2=1,4-5=13,1-7=-13 Concentrated Loads(Ib) Vert:2=-1107(8=-232)6=-351(B)8=140(B)9=-140(B)11=-140(B)12=-141(B)13=-280(B)14=-65(B)16=-65(B)17=-65(B)18=-66(B) 32) Reversal:Dead+0.75 Roof Live(bal.)+0.75 Uninhab.Attic Storage+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(pIf) Vert:1-2=-45,2-4=-290,7-15=-20,15-17=-50,5-17=-20 Horz:1-2=1,4-5=13,1-7=-13 Concentrated Loads(Ib) Vert:2=-1107(8=-232)6=-351(B)8=-140(B)9=-140(B)11=-140(B)12=-141(B)13=-280(B)14=-65(B)16=-65(B)17=-65(B)18=-66(B) i f A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mirek. is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI?PII Duality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Oty Ply Ayers Residence 118487916 J190474-F1 F1-01 Floor Supported Gable 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.320 s Oct 9 2019 MiTek Industries,Inc. Fri Oct 25 13:45:00 2019 Page 1 ID:j1 ijT3NgvgtFVTgxMvMyBfyTDP3-HcVvOmgmro_HkBg511K4MoBdfwoZxr2C5ogteuyPs5H 0-148 0-148 Scale=1:22.2 3x3 = 1 2 3 4 5 6 7 8 9 10 11 2 — — — — — — — — — — = 24 I 0 9 ���ia33 33333333333333§§��3§33:333.3333 §333 3333§30:3333�����ai§:§������-�����������ggr�ingiiiggi r��iar- iii- !�lO.O.�!�!O�l�l�lO_�!�!�!�!J_�!�!�!�!�!�!O_�!�!�lE�l�l�lO_�!�!�!O_�!�lO�lJ_�!�!�!�!�!�!�!O_�!�lEO_�!�!O_�!�!�!�!O_�!�!�!J_�lEQ�l�l�l�lO_J_�!J_�!�!�!O_O_�!�SlP_�!�lQ�l�l�l�l�l�l�l�!�!�!�!�!�l�4!J_�!S!i!i!O.�!O.�Ol�l�l�!Q�l�!Q�!$�!�!�!�!�S!�!�!�! 22 21 20 19 18 17 16 15 14 13 12 3x3 = 3x3 = 3x3 = 13-5-0 13-5-0 _ Plate Offsets(X,V)-- [23:0-1-8,0-0-12],[24:0-1-8,0-0-12] I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(CT) 0.00 12 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-SH Weight:66 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2(flat) REACTIONS. All bearings 13-5-0. (lb)- Max Gray All reactions 250 lb or less at joint(s)22,12,21,20,19,18,17,16,15,14,13 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 1.5x4 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. �Ott-rER ,PI Filli � ``..spy ...... EN '/�ti . No 22839 *: :* - -.'.13.-. I li OF .'LO ' :O I (kN .,d,`S ONg1- - • 0 it, 00 /nm1 Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: October 25,2019 -- A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. -- Design valid for use only with MiTek®connectors.This design is based only upon parameters Shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe k is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,OSB-89 and BCSI Building Component 6904 Parke East Blvd, Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. I Tampa,FL 36610 Job Truss Truss Type Oty Ply Ayers Residence T18487917 J190474-F1 F1-02 Floor 3 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.320 s Oct 9 2019 MiTek Industries,Inc. Fri Oct 25 13:45:00 2019 Page 1 ID:j1 ijT3NgvgtFVTgxMvMyBfyTDP3-HcVvOmgmro_HkBg511K4MoBWgwhZxodC5ogteuyPs5H 0-1-8 H I 1-3-0 I I 2-4-4 IO t— 0-118 Scal 1:22.4 3x4 = 3x4 = 1.5x4 = 1.5x4 II 1.5x4 = 1 2 3 4 5 6 7 7 — 18 --I /I-- c 15 14 13 12 11 10 9 3x5 = 1.5x4 II 1.5x4 II 3x5 = 1.5x4 II 1-6.0I 4-0-0 I 7-9-8 I 9-5-0 I 11-11-0 I 13-5-0 1-6-0 2-6-0 3-9-8 1-7-8 2-6-0 1-6-0 Plate Offsets(X,Y)-- [7:0-1-8,Edge],[17:0-1-8,0-0-12],[18:0-1-8,0-0-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.52 Vert(LL) -0.11 11 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.46 Vert(CT) -0.13 11 >999 360 BCLL 0.0 Rep Stress!nor YES WB 0.24 Horz(CT) 0.02 8 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-SH Weight:73 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP 2250F 1.9E(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 16=718/0-5-0,8=718/0-5-0 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-16=-714/0,7-8=-714/0,1-2=-615/0,2-3=-1423/0,3-4=-1697/0,4-5=-1697/0,5-6=-1420/0,6-7=-616/0 BOT CHORD 14-15=0/1149,13-14=0/1697,12-13=0/1697,11-12=0/1697,10-11=0/1697,9-10=0/1150 WEBS 7-9=0/845,1-15=0/844,6-9=-794/0,2-15=-794/0,6-10=0/402,2-14=0/418,5-10=-537/0,3-14=-523/0, 5-11=-31/339 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 MT20 unless otherwise indicated. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. ,,00111IIIIIII,,I • .• Nr. CENs ti • • No 22839 *: :•* - 13: 'c= r.•� %' OF :4//� tit 00 iii1111111 Walter P.Finn PE No.22839 Milek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: October 25,2019 -- A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not ' a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M iTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSL?Pl1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Oty Ply Ayers Residence T18487918 J190474-F1 F1-03 Floor 13 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.320 s Oct 9 2019 MiTek Industries,Inc. Fri Oct 25 13:45:01 2019 Page 1 ID:j 1 ijT3NgvgtFVTgxMvMyBfyTDP3-mo2Hc6rOc668MLPHbTrJv?khSK1 ggFILKSQQAKyPs5G 0-1-8 p. �p H I 1-3-0 I I 2-4-4 I F I Scale=1:22.1 3x4 = 1.5x4 = 1.5x4 II 4x7 = 1 2 3 4 5 6 7 7 N / _ _ o R II '. 15 14 13 12 11 10 9 4x4 = 1.5x4 II 1.5x4 II 4x4 = 1.5x4 II 1-6-0I 4-0-0 7-9-8 I 9-5-8 I 11-11-8 13-5-8 1-6-0 2-6-0 3-9-8 1-8-0 2-6-0 1-6-0 Plate Offsets(X,Y)-- [7:0-3-0.Edge].[17:0-1-8,0-0-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.53 Vert(LL) -0.11 11 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.47 Vert(CT) -0.13 11 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.25 Horz(CT) 0.02 8 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-SH Weight:74 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP 2250F 1.9E(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 16=720/0-5-0,8=726/0-5-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-16=-716/0,7-8=-722/0,1-2=-617/0,2-3=-1429/0,3-4=-1707/0,4-5=-1707/0,5-6=-1427/0,6-7=-617/0 BOT CHORD 14-15=0/1154,13-14=0/1707,12-13=0/1707,11-12=0/1707,10-11=0/1707,9-10=0/1156 WEBS 7-9=0/873,1-15=0/847,6-9=-802/0,2-15=-797/0,6-10=0/404,2-14=0/422,5-10=-543/0,3-14=-529/0, 5-11=-26/332 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 MT20 unless otherwise indicated. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)CAUTION,Do not erect truss backwards. � ERP.0%1.. F"te i .s * v� F•• No 22839 I 07 Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: October 25,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. MI Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 , Job Truss Truss Type Qty Ply Ayers Residence T18487919 J190474-F1 F1-04 Floor 7 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.320 s Oct 9 2019 MiTek Industries,Inc. Fri Oct 25 13:45:02 2019 Page 1 ID:j1 ijT3NgvgtFVTgxMvMyBfyTDP3-E?cfpSsONQE?_V_T9AMYRDGsCkMvPi5UY69_jmyPs5F 0-1-8 Ed I 1-3-0 I 2-4-4 f F--r 0-0 Scal 1:22.5 3x4 = 3x4 = 1.5x4 = 1.5x4 II 1.5x4 = 1 2 3 4 5 6 7 7 — 18 —I . \ //I_ 0 0 15 14 13 12 11 10 9 4x4 = 1.5x4 II 1.5x4 II 4x4 = 1.5x4 II 1-6-0I 4-0-0 7-9-8 I 9-5-8 I 11-11-8 I 13-5-6 131-8 1-6-0 2-6-0 3-9-8 1-8-0 2-6-0 1-5-14 042 Plate Offsets(X,Y)-- [7:0-1-8,Edge],[17:0-1-8,0-0-12],[18:0-1-8,0-0-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.53 Vert(LL) -0.11 11 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.47 Vert(CT) -0.13 11 >999 360 BCLL 0.0 Rep Stress!nor YES WB 0.24 Horz(CT) 0.02 8 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-SH Weight:73 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP 2250F 1.9E(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 16=720/0-5-0,8=720/0-5-4 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-16=-716/0,7-8=-716/0,1-2=-617/0,2-3=-1429/0,3-4=-1707/0,4-5=-1707/0,5-6=-1426/0,6-7=-618/0 BOT CHORD 14-15=0/1154,13-14=0/1707,12-13=0/1707,11-12=0/1707,10-11=0/1707,9-10=0/1155 WEBS 7-9=0/849,1-15=0/847,6-9=-797/0,2-15=-797/0,6-10=0/405,2-14=0/422,5-10=-543/0,3-14=-529/0, 5-11=-28/331 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 MT20 unless otherwise indicated. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. % „ 111111/Ig, S`` �E.R P. F , ,s0, /ti ,e •.• Nr. GENS• . ti ,. • v • , % No 22839 X. *: :* cc X I i” OF •00 •�: -O • ��s O R 1oP�\� �'1iistO 1/O N Al-1 ‘ • ;0% Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: October 25,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. • Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not �� a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply Ayers Residence T18487920 J190474-F1 Fl-05 Floor 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.320 s Oct 9 2019 MiTek Industries,Inc. Fri Oct 25 13:45:02 2019 Page 1 ID:j1 ijT3NgvgtFVTgxMvMyBfyTDP3-E?cfpSsONOE?_V_T9AMYRDGsCkMvPi_UY69_jmyPs5F 0-1-8 H I 1-3-0 I I 2-4-4 p-221 Scale=1:22.1 3x4 = 1.5x4 = 1.5x4 II 4x7 = 1 2 3 4 5 6 7 . NI/7 / _ o _.. i\f 15 14 13 12 11 10 9 4x4 = 1.5x4 II 1.5x4 II 4x4 = 1.5x4 II 1-6-0 4-0-0 I 7-9-8 I 9-5-8 I 11-11-8 13-5-6 13--8 1-6 -0 2-6-0 3-9-8 1-8-0 2-6-0 1-5-14 0-d-2 Plate Offsets(X,Y)-- [7:0-3-0,Edge],[17:0-1-8,0-0-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.53 Vert(LL) -0.11 11 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.47 Vert(CT) -0.13 11 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.25 Horz(CT) 0.02 8 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-SH Weight:74 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP 2250F 1.9E(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 16=720/0-5-0,8=726/0-5-4 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-16=-716/0,7-8=-722/0,1-2=-617/0,2-3=-1429/0,3-4=-1707/0,4-5=-1707/0,5-6=-1427/0,6-7=-617/0 BOT CHORD 14-15=0/1154,13-14=0/1707,12-13=0/1707,11-12=0/1707,10-11=0/1707,9-10=0/1156 WEBS 7-9=0/873,1-15=0/847,6-9=-802/0,2-15=-797/0,6-10=0/404,2-14=0/422,5-10=-543/0,3-14=-529/0, 5-11=-26/332 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 MT20 unless otherwise indicated. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)CAUTION,Do not erect truss backwards. % .011111 -c E R 11/111_ P. F�'�i • %% ,•••G•E•N S..•/�V °O. • \- F No 22839 1•• S �i »S �• (/ L '.'i if i,S;O N A'� 0%S Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: October 25,2019 A WARNING.Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1-7473 rev.10/03/2015 BEFORE USE. , Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek. is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply Ayers Residence T18487921 J190474-F1 F1-07 Floor 6 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.320 s Oct 9 2019 MiTek Industries,Inc. Fri Oct 25 13:45:03 2019 Page 1 ID:j 1 ijT3NgvgtFVTgxMvMyBfyTDP3-iBA11 otf8jMscfZgiutn_Op3b8e189TenmvXFDyPs5E 0-1-8 H 1-3-0 I 2-0-8 Scale=1:21.1 3x4 = 1.5x4 = 3x6 = 1 2 3 4 5 6 5 I 0 ._\ ___ T 13 12 11 10 9 8 3x4 = 1.5x4 II 1.5x4 II 3x5 = 1-6-0I 4-0-0 8-9-8 11-3-8 12-9-8 1-6-0 2-6-0 4-9-8 2-6-0 1-6-0 Plate Offsets(X,Y)-- [15:0-1-8,0-0-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.42 Vert(LL) -0.09 11-12 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.71 Vert(CT) -0.11 11-12 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.23 Horz(CT) 0.02 7 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-SH Weight:70 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 14=684/0-5-0,7=690/0-5-8 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-14=-679/0,6-7=-685/0,1-2=-582/0,2-3=-1324/0,3-4=-1554/0,4-5=-1325/0,5-6=-581/0 BOT CHORD 12-13=0/1087,11-12=0/1554,10-11=0/1554,9-10=0/1554,8-9=0/1089 WEBS 6-8=0/821,1-13=0/798,5-8=-755/0,2-13=-751/0,5-9=0/370,2-12=0/371,4-9=-438/0,3-12=-438/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 MT20 unless otherwise indicated. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)CAUTION,Do not erect truss backwards. X0%1 ER 'P. F' ' \.\Ci S • F•' 0i • No 22839 *: :* - 17.�* S• v ,� " :Q.! : O'• V` '<v •'11'`/10 N • A�E�%`�% Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: October 25,2019 _ ► A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not , 1111 a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MITe& is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply Ayers Residence T18487922 J190474-F1 F1-09 Floor Supported Gable 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.320 s Oct 9 2019 MiTek Industries,Inc. Fri Oct 25 13:45:04 2019 Page 1 ID:j1 ijT3NgvgtFVTgxMvMyBfyTDP3-ANkQE8tHv1 UjDp8sGbO0WeMJjY9Wtf1 n0Qe4nfyPs5D 0-N8 Scale=1:27.7 3x3 = 3x3 II 1 2 3 4 5 6 7 8 9 10 11 12 13 14 I o 9 28 27 26 25 24 23 22 21 20 19 18 17 16 15 3x3 = 3x3 = 3x3 II 16-8-0 16-8-0 Plate Offsets(X,Y)-- [29:0-1-8,0-0-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(CT) 0.00 15 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-SH Weight:81 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2(flat) REACTIONS. All bearings 16-8-0. (Ib)- Max Gray All reactions 250 lb or less at joint(s)28,15,27,26,25,24,23,22,21,20,19,18,17,16 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)All plates are 1.5x4 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)CAUTION,Do not erect truss backwards. �`s"`1011ER 'P,F',,i • • .` • ' "• G SF . No 22839 1.1:33,°1..c<\*. AF :�•e0 ., ORI..• �`�. 4111111110- Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: October 25,2019 t r -- A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. 11111 Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. I Tampa,FL 36610 Job Truss Truss Type Qty Ply Ayers Residence T18487923 J190474-F1 F1-10 Floor 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.320 s Oct 9 2019 MiTek Industries,Inc. Fri Oct 25 13:45:04 2019 Page 1 ID:j1 ijT3NgvgtFVTgxMvMyBfyTDP3-ANkQE8tHv1 UjDp85GbOOWeMCmY_9tbOn0Qe4nfyPs5D 0-1-8 H 1-3-0 I 2-0-8 Scale=1:27.6 4x4 = 1.5x4 = 3x5 = 1.5x4 II 3x4 = 4x7 = 1 2 3 4 5 6 7 8 9 -- \ / \ / — ..i – o – / Xu. .S\ 17 16 15 14 13 12 11 10 4x4 = 1.5x4 II 1.5x4 II 3x4 = 4x4 = 16-8-0 16-8-0 Plate Offsets(X,Y)-- [1:Edge,0-1-8],[8:0-3-0,Edge],[19:0-1-8,0-0-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL- in (loc) Vdefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.53 Vert(LL) -0.23 13-14 >866 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.74 Vert(CT) -0.31 13-14 >644 360 BOLL 0.0 Rep Stress Ina YES WB 0.31 Horz(CT) 0.04 9 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-SH Weight:91 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP 2250F 1.9E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP 2250F 1.9E(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 18=897/0-5-0,9=903/0-5-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-18=-891/0,8-9=-902/0,1-2=-793/0,2-3=-1926/0,3-4=-2579/0,4-5=-2517/0,5-6=-2517/0,6-7=-1934/0, 7-8=-788/0 BOT CHORD 16-17=0/1492,15-16=0/2352,14-15=0/2352,13-14=0/2698,12-13=0/2517,11-12=0/2517,10-11=0/1470 WEBS 8-10=0/1115,7-10=-1014/0,7-11=0/690,6-11=-898/0,6-12=0/306,1-17=0/1090,2-17=-1039/0,2-16=0/646, 3-16=-616/0,3-14=0/330,4-13=-428/196 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 MT20 unless otherwise indicated. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)CAUTION,Do not erect truss backwards. .‘"l ER 'P. ;4/,', eiNo 2.R::::. O9 :?3' TF A. 0:::•::: ell ONA,E •%% iiiiiiiiiWafter P.Finn PE No.22839 MTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: October 25,2019 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev.10/03/2015 BEFORE USE. Mil Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M ile k is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Duality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. I Tampa,FL 36610 Job Truss Truss Type Oty Ply Ayers Residence 718487924 J190474-F1 F1-11 Floor 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.320 5 Oct 9 2019 MiTek Industries,Inc. Fri Oct 25 13:45:05 2019 Page 1 ID:j 1 ijT3NgvgtFVTgxMvMyBfyTDP3-ealoSUuvgLdaryi2glvF3ruNtxNNc31 xF4OeJ5yPs5C 0-1-8 H 1-3-0 I 1-9-0 Scale=1:13.9 3x3 = 3x6 = 1 3x4 = 2 3 3x3 = 4 11 1.5 m 1 Al. 1. 93x4 = 8 7 63x5 = 5 1.5x4 II 1.5x4 I I 3x3 = 3x3 H 1-6-0 600I 76-0 1-6-0 4-6-0 1-6-0 Plate Offsets(X,V)-- [11:0-1-8,0-0-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.57 Vert(LL) -0.03 7 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.55 Vert(CT) -0.04 7 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.23 Horz(CT) 0.01 5 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-SH Weight:44 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP 2250F 1.9E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 10=809/0-5-0,5=823/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-10=-803/0,4-5=-817/0,1-2=-574/0,2-3=-1100/0,3-4=-571/0 BOT CHORD 8-9=0/1100,7-8=0/1100,6-7=0/1100 WEBS 4-6=0/808,1-9=0/779,3-6=-765/0,2-9=-761/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)Load case(s)1,2,3,4,5,6 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. ,``,,1 I II l l tf /� �s -CER P. A://, i LOAD CASE(S) Standard �v \/), ••'•.. •••"N ',i� 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 � G N ti Uniform Loads(plf) •• V SF•••• . Vert:5-10=-10,1-a=-217 No 22839 2)Dead:Lumber Increase=1.00,Plate Increase=1.00 • Uniform Loads(plf) *• • Vert:5-10=-10,1-4=-217 — 3)1st chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 : -13• i'r. Uniform Loads(plf) i 53 '. A F !IQ:: Vert:5-10=-10,1-3=-217,3-4=-137 i 0 • •4/; 4)2nd chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 ie0,,<\,,:•. Q P:• �� Uniform Loads(plf) 17 � •••.O R \ G...As—, • 5)3rd chase Dead:Lumber Increase 100?Plate Increase=1.00 -'1,; N A"//11111';```�``, Uniform Loads(plf) Vert:5-10=-10,1-3=-217,3-4=-137 Walter P.Finn PE No.22839 6)4th chase Dead:Lumber Increase=1.00,Plate Increase=1.00 MiTek USA,Inc.FL Cert 6634 Uniform Loads(plf) 6904 Parke East Blvd.Tampa FL 33610 Vert:5-10=-10,1-2=-137,2-4=-217 Date: October 25,2019 -- A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. -- Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSII7711 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply Ayers Residence 718487925 J190474-F1 F1-12 Floor 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.320 s Oct 9 2019 MiTek Industries,Inc. Fri Oct 25 13:45:06 2019 Page 1 ID:j1 ijT3NgvgtFVTgxMvMyBfyTDP3-6msAfpvXReIQT6HEOORUb3RUOLcuLWE4Tj7BsYyPs5B I 1-3-0 I I 1-10-8 Scale=1:16.3 1.5x4 II 3x3 = 3x6 = 1 3x6 = 2 3 353 = 4 5 L _ 71 9 8 7 3x4 = 1.5x4 II 3x3 = 3x3 = 3x3 I I 3x3 I I I 8-10-8 I 8-10-8 Plate Offsets(X,Y)-- [10:0-1-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (roc) Vdefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.77 Vert(LL) -0.13 8-9 >824 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.98 Vert(CT) -0.17 8-9 >615 360 BCLL 0.0 Rep Stress Incr YES WB 0.23 Horz(CT) 0.01 6 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-SH Weight:51 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (lb/size) 11=474/Mechanical,6=474/0-5-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-11=-547/0,5-6=-464/0,1-2=-591/0,2-3=-591/0,3-4=-712/0,4-5=-369/0 BOT CHORD 9-10=0/591,8-9=0/591,7-8=0/700 WEBS 5-7=0/522,4-7=-492/0,1-10=0/818,2-10=-351/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. � IP,F ``"1ERilli No 22839 —1:::: �:. :411:00.%/41:1.1:151tri: C� . • 'Illilitili- Wetter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: October 25,2019 -A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. -- Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSL?PI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply Ayers Residence TI8487926 J190474-F1 F1-13 Floor 4 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.320 s Oct 9 2019 MiTek Industries,Inc. Fri Oct 25 13:45:06 2019 Page 1 ID:j1 ijT3NgvgtFVTgxMvMyBtyTDP3-6msAfpvXReIQT6HEOORUb3RU7LizLW24Tj7BsYyPs5B 0-1-8 H I 1-3-0 I I 2-2-0 Scale=1:16.8 1.5x4 II 3x3 = 3x6 = 4x4 = 2 3 3x3 = 4 5 • 12 — — I1 _ s 1* 10 9 8 7 4x4 = 1.5x4 II 3x3 = 3x3 = 3x3 = 3x3 II 9-2-0 9-2-0 Plate Offsets(X,II-- [1:Edge,0-1-8],[10:0.1-8,Edge],[12:0-1-8,0-0-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TOLL 40.0 Plate Grip DOL 1.00 TC 0.79 Vert(LL) -0.14 8-9 >787 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.59 Vert(CT) -0.18 8-9 >585 360 BOLL 0.0 Rep Stress Incr YES WB 0.24 Horz(CT) 0.00 6 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-SH Weight:51 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP 2250F 1.9E(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 11=484/0-5-8,6=490/0-5-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-11=-580/0,5-6=-479/0,1-2=-634/0,2-3=-634/0,3-4=-763/0,4-5=-382/0 BOT CHORD 9-10=0/634,8-9=0/634,7-8=0/730 WEBS 5-7=0/541,4-7=-517/0,3-9=-268/0,1-10=0/860,2-10=-356/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3)CAUTION,Do not erect truss backwards. 0111111111.111 No 22839 *: :* ' :cc= : T$ OF ;LU: 0 . 'ielliON At Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: October 25,2019 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply Ayers Residence T18487927 J190474-F1 F1-14 Floor 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.320 s Oct 9 2019 MiTek Industries,Inc. Fri Oct 25 13:45:07 2019 Page 1 I D:j 1 ijT3NgvgtFVTgxMvMyBfyTDP3-ayQYt9w9BytH4GsRxjyj8G_kgl l P4_6EiNtkO_yPs5A 0-1-8 HI 1-3-0I 00 I 1118 I Scale=1:35.0 3x5 = 1.5x4 II 1.5x4 = 3x5 = 3x6 FP= 3x6 = 1.5x4 II 3x6 = 1 2 34 5.678 9 10 11 12 28 .;\ ,/ \, A ./ \ Ar. ,?:, ._ _\ NI6 / �.... �. .. 14. IS_L\_ Ili ••••••.•••••••r•r•••••rr•••.rr•..•....•r•••rrw..rr•r•r•••..r•••rr••wv.•., ♦.••..••.••..•...•............♦ ♦.•.•....♦••.•••.••••••••••••N•••••••••, • - • 17 16 15 14 3x6 FP = 1.5x4 II 1.5x4 II 1.5x4 II 12-2-0 12 -8 21-0-0 12-2-0 0-118 8-8-8 Plate Offsets(X,Y)— 128:0-1-8,0-0-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TOLL 40.0 Plate Grip DOL 1.00 TC 0.47 Vert(LL) -0.07 15-16 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.70 Vert(CT) -0.10 15-16 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(CT) 0.01 13 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-SH Weight:119 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 12-3-8 except(jt=length)13=0-5-8. (Ib)- Max Uplift All uplift 100 lb or less at joint(s)except 19=-157(LC 4) Max Gray All reactions 250 lb or less at joint(s)27,18,26,25,24,19 except 13=585(LC 4),18=294(LC 9), 22=255(LC 10),21=373(LC 10),20=273(LC 10) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 12-13=-578/0,5-7=-690/0,7-8=-690/0,8-9=-1085/0,9-10=-1085/0,10-11=-1028/0, 11-12=-478/0 BOT CHORD 20-21=0/361,19-20=0/361,18-19=0/690,17-18=0/690,16-17=0/1085,15-16=0/1085, 14-15=0/900 WEBS 8-18=-387/0,12-14=0/676,11-14=-628/0,8-17=0/611,9-17=-284/0,4-22=-263/0, 5-21=-385/0,5-20=-267/0,5-19=0/465 NOTES- 1)Unbalanced floor live loads have been considered for this design. 0011111i/1i. 2)All plates are 3x3 MT20 unless otherwise indicated. 00 ER P. lig 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 157 lb uplift at joint 19. ,%•_‘%s s- .......• F//�i/, 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. �� V`.•• (,ENS °0 . Strongbacks to be attached to walls at their outer ends or restrained by other means. •• F•••• • lo 0. 5)CAUTION,Do not erect truss backwards. No 2 2 8 3 9 1•• OF •41/ O •• � A" ( P••-,0,0'6,i•� . O R \O•• r.; •` •• , ',/ �ONA' o` 1111110. Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: October 25,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. -- Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component.not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the , fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. I Tampa,FL 36610 Job Truss Truss Type Qty Ply Ayers Residence 718487928 J190474-F1 F1-15 Floor 6 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.320 a Oct 9 2019 MiTek Industries,Inc. Fri Oct 25 13:45:09 2019 Page 1 ID:j1 ijT3NgvgtFVTgxMvMyB1yTDP3-XLXJHrxPjZ7?Ka0p38_BDh30AYIrYg9W9hMrTsyPs58 0-1-8 H I 1-3-0 I 2-4-8 I Scale=1:35.8 5x5 = 3x3 = 1.5x4 = 4x4 = 3x5 = 3x6 FP= 3x3 = 4x4 = 4x7 = 1 2 3 4 5 6 7 8 9 10 \\\ - 5 \,f \vs/- +111111`/ 1/ \,/- ; ., _ m I.- Xg 0 24 23 22 21 20 19 18 17 16 15 14 133 12 3x3 = 5x5 = 4x4 = 3x8 MT2OHS FP = 3x8 II 4x4 = 5x5 = 3x3 II 21-0-0 21-0-0 I Plate Offsets(X,Y)-- [1:Edge,0-1-8],[10:0-3-0,Edgel,[17:0-3-0,0-0-0],[25:0-1-8,0-0-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.74 Vert(LL) -0.30 16-17 >826 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.51 Vert(CT) -0.41 16-17 >601 360 MT2OHS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.41 Horz(CT) 0.05 11 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-SH Weight:129 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 4-8-7 oc purlins, BOT CHORD 2x4 SP 2250F 1.9E(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 24=1135/0-5-0,11=1141/0-5-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-24=-1131/0,10-11=-1135/0,1-2=-1032/0,2-3=-2592/0,3-4=-3807/0,4-5=-4394/0, 5-7=-4386/0,7-8=-3816/0,8-9=-2595/0,9-10=-1030/0 BOT CHORD 22-23=0/1944,21-22=0/3270,19-21=0/3270,18-19=0/4394,17-18=0/4394,16-17=0/4394, 15-16=0/4230,14-15=0/3260,13-14=0/3258,12-13=0/1946 WEBS 10-12-0/1456,9-12=-1362/0,9-13=0/964,8-13=-961/0,8-15=0/789,7-15=-600/0, 7-16-0/372,5-16=490/356,5-17=-477/183,1-23=0/1420,2-23=-1356/0,2-22=0/964, 3-22=-982/0,3-19=0/759,4-19=-1047/0,4-18=-140/526 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 3x6 MT20 unless otherwise indicated. `,to l l i n g//ii 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131'X 3")nails. S%tER P "I Strongbacks to be attached to walls at their outer ends or restrained by other means. s•S``p. ........ F/4/'Ie 5)CAUTION,Do not erect truss backwards. `s% V.•• C E N '• I/• • ,, i No 22839 r. *: :* - - �- O F :� <` .� 0R1O-1-.c, \ .'11'�0 N Al-A ` �, o. Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: October 25,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. NI Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. i Tampa,FL 36610 Job Truss Truss Type Qty Ply Ayers Residence T18487929 J190474-F1 F1-16 Floor 4 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.320 s Oct 9 2019 MiTek Industries,Inc. Fri Oct 25 13:45:10 2019 Page 1 ID:jlijT3NgvgtFVTgxMvMyBfyTDP3-?X5hVBy2UtFsxkbOdsVQmvcBwy54HHPgOL5P?JyPs57 0-1-8 H I 1-3-0 2-4-8 Scale=1:35.8 5x5 = 3x3 = 1.5x4 = 4x4 = 3x5 = 3x8 FP= 3x3 = 4x4 = 4x7 = 1 2 3 4 5 6 7 8 9 10 r x24g ;/ / (j 17 16 15 14 13 12 11 0 3x3 = 5x5 = 4x4 = 3x8 MT2OHS FP = 3x8 II 4x4 = 5x5 = 3x3 II 20-11-14 21-9-0 I 20-11-14 04-2 Plate Offsets(X,Y)- [1:Edge,0-1-8],[10:0-3-0,Edge],[17:0-3-0,0-0-0],[25:0-1-8,0-0-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.74 Vert(LL) -0.30 16-17 >826 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.51 Vert(CT) -0.41 16-17 >601 360 MT2OHS 187/143 BC LL 0.0 Rep Stress Incr YES WB 0.41 Horz(CT) 0.05 11 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-SH Weight:129 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 4-8-7 oc purlins, BOT CHORD 2x4 SP 2250F 1.9E(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 24=1135/0-5-0,11=1141/0-5-4 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-24=-1131/0,10-11=-1135/0,1-2=-1032/0,2-3=-2592/0,3-4=-3807/0,4-5=-4394/0, 5-7=-4386/0,7-8=-3816/0,8-9=-2595/0,9-10=-1030/0 BOT CHORD 22-23=0/1944,21-22=0/3270,19-21=0/3270,18-19=0/4394,17-18=0/4394,16-17=0/4394, 15-16=0/4230,14-15=0/3260,13-14=0/3258,12-13=0/1946 WEBS 10-12=0/1456,9-12=-1362/0,9-13=0/964,8-13=-961/0,8-15=0/789,7-15=-600/0, 7-16=0/372,5-16=-490/356,5-17=-477/183,1-23=0/1420,2-23=-1356/0,2-22=0/964, 3-22=-982/0,3-19=0/759,4-19=-1047/0,4-18=-140/526 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 3x6 MT20 unless otherwise indicated. ,`01111111i/j/ �� 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. , .,ERP '1, Strongbacks to be attached to walls at their outer ends or restrained by other means. `••``II. . ,,... A.'1, 5)CAUTION,Do not erect truss backwards. ♦• V` GEN • ti °. No 22839 . �• ', , .• OR1�•• �\ ` ,• SS •• , • � •M ��NA� .� ♦ o. Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: October 25,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. • Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not regi a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 I Job Truss Truss Type Qty Ply Ayers Residence TI8487930 J190474-F1 F1-17 Floor 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.320 s Oct 9 2019 MiTek Industries,Inc. Fri Oct 25 13:45:11 2019 Page 1 ID:j 1 ijT3NgvgtFVTgxMvMyBfyTDP3-?X5h VBy2UtFsxkbOdsVQmvcEZy5FHIJgOL5P?IyPs57 1-3-0 2-0-13I 0-48 Scale=1:30.6 4x4 = 3x4 = 3x3 = 3x3 = 3x3 = 3x5 = 3x4 = 1.5x4 = 14x7 = 2 3 4 5 6 7 8 C ..., kAl&likk/ \ / /2---. I— 0 19 18 17 16 15 14 13 12 11 10 3x6 II 6x6 = 3x6 II 3x6 II 3x6 II 3x6 II 3x6 II 3x5 = 3x4 = 5x5 = 3x3 = 17-11-3 17-11-5 I 17-11-3 0-d-2 Plate Offsets(X,Y)-- [1:Edge,0-1-8],[8:0-1-8,Edge],[15:0-3-0,0-0-0],[20:0-1-8,0-0-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.57 Vert(LL) -0.19 14-15 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.50 Vert(CT) -0.26 14-15 >810 360 BCLL 0.0 Rep Stress Incr YES WB 0.35 Horz(CT) 0.03 9 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-SH Weight:114 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP 2250F 1.9E(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 19=973/Mechanical,9=967/0-5-4 FORCES. (Ib)-Max.Comp-/Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-19=-969/0,8-9=-962/0,1-2=-903/0,2-3=-2181/0,3-4=-2967/0,4-5=-3253/0, 5-6=-2988/0,6-7=-2121/0,7-8=-863/0 BOT CHORD 17-18=0/1676,16-17=0/2967,15-16=0/2967,14-15=0/2967,13-14=0/3255,12-13=0/2626, 11-12=0/2624,10-11=0/1625 WEBS 8-10=0/1187,7-10=-1131/0,7-11=0/738,6-11=-729/0,6-13=0/515,5-13=-387/0, 4-14=-127/581,4-15=-605/0,1-18=0/1249,2-18=-1121/0,2-17=0/732,3-17=-1166/0, 3-16=0/645 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)Recommend Strongbacks tox6 be attached to wallsbacks,on dge,at theiiraced at 10-0-0 outer endsor restrained by otheand fastened rmeans.each mss with 3-10d(0.131"X 3")nails. ,,�����ER IP,iii ‘,�� 4)CAUTION,Do not erect truss backwards. ,`• `P\.•••... • /' e•� • v GENS••• '1/ • ••\-\ F No 22839 I ., �S.•• OR \O•. r..\ •• '''ele`S�DNA���0 Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: October 25,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component.not MI a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M iTe k. is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP/1 Qualify Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply Ayers Residence T18487931 J190474-F1 F1-18 Floor Supported Gable 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.320 s Oct 9 2019 MiTek Industries,Inc. Fri Oct 25 13:45:12 2019 Page 1 ID:j1 ijT3NgvgtFVTgxMvMyBfyTDP3-xwDRwt_IOUVaB11OkHYurKhhhmuOlGOzsfaV3ByPs55 0-48 0-48 Scale=1:34.2 3x3 = 3x6 FP = 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1718 17 —7\- _ i .- 36 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 3x3 = 3x3 = 3x6 FP = 3x3 = 20-6-0 20-6-0 Plate Offsets(X,Y)-- [37:0-1-8,0-0-12],[38:0-1-8,0-0-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(CT) -0.00 19 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-SH Weight:98 lb FT=20%F,11°/•E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: OTHERS 2x4 SP No.2(flat) 10-0-0 oc bracing:35-36. REACTIONS. All bearings 20-6-0. (Ib)- Max Uplift All uplift 100 lb or less at joint(s)19 Max Gray All reactions 250 lb or less at joint(s)36,19,35,34,33,32,30,29,28,27,26,25,24,23,22, 21,20 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 1.5x4 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)19. 6) RStrongbacks tocommend 6 beattacched to wallsngbacks,on dattheiiraced ou erat 10-0-0 oc ends or restrained by other meansfastened to each . with 3-10d(0.131"X 3")nails. `,,%%� R IP f►��,,,' .�%�P•'GENS• .-114/1,0 1/0i�° • No 22839 *� 1*- nisi Wafter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: October 25,2019 -- A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. -- Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. _ - - Tampa,FL 36610 i Job Truss Truss Type Oy Ply Ayers Residence T18487932 J190474-F1 F1-19 Floor Supported Gable 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.320 s Oct 9 2019 MiTek Industries,Inc. Fri Oct 25 13:45:12 2019 Page 1 ID:j1 ijT3NgvgtFVTgxMvMyBfyTDP3-xwDRwt_IOUVaB1 IOkHYurKhhkmuOlG 1 zsfaV3ByPs55 0 1143 Scale=1:16.7 3x3 I I 1 3x3 2 3 4 5 6 7 8 17 o __\— — I �-�-�-rr�-r�-r�•�•�-r��r�r-rrr����•�-rrrrr�•r�•r�rrr�-rr�r�-rrrrrrr�•�-rr�•rr�•�-�-�rrr�-rr�-�•�r��-rrrrrrrrr�- -.- -r.-�-rr�-�-rr�-�•�-rw•r�•rrrrrrrrrr ::::::::::::::::0::::4?:.:::?:::::::::: :��:�Q::::4:::::::::4:4::::::::::::::::Q::::::4:::::::::::::::::a::::i•:::;::f::::4r:::::::::::::::::::::::::::Q::::::ltf:1Q:�:4:�:4:::4:0?:1:. 16 15 14 13 12 11 10 9 3x3 = 3x3 -- 3x3 II I 918 — —I 9-1-8 Plate Offsets(X,Y)-- [17:0-1-8,0-0-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress!nor YES WB 0.02 Horz(CT) 0.00 9 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-SH Weight:45 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 9-1-8 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.2(flat) REACTIONS. All bearings 9-1-8. (Ib)- Max Gray All reactions 250 lb or less at joint(s)16,9,15,14,13,12,11,10 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 1.5x4 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)CAUTION,Do not erect truss backwards. 001111111/14 ,%%1°11..\-1..ER•P..P/4/1111, •• \G E N F•.4' • • No 22839 *: : Job Truss Truss Type Qty Ply Ayers Residence T18487933 J190474-F1 F1-20 Floor 6 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.320 s Oct 9 2019 MiTek Industries,Inc. Fri Oct 25 13:45:13 2019 Page 1 ID:j1 ijT3NgvgtFVTgxMvMyBfyTDP3-P6np7D_wnodRoBKb1_37OXDIaA5OUh?64JK3ceyPs54 0-1-8 H I 1-3-0 I 2-2-0 Scale.1:16.8 1.5x4 II 3x6 = 1 2 3 4 5 f 12 I 1.5 K 10 9 8 7 6 1.5x4 I I 1-6-0 7-8-0 - - I 9-2-0 1-6-0 6-2-0 1-6-0 Plate Offsets(X,Y)-- [12:0-1-8,0-0-12] I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.52 Vert(LL) -0.08 7-8 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.62 Vert(CT) -0.10 7-8 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.16 Horz(CT) 0.01 6 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-SH Weight:49 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 11=484/0-5-0,6=490/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-11=-473/0,5-6=-491/0,1-2=-433/0,2-3=-862/0,3-4=-862/0,4-5=-437/0 BOT CHORD 9-10=0/862,8-9=0/862,7-8=0/794 WEBS 5-7=0/582,1-10=0/556,4-7=-496/0,2-10=-583/0,4-8=-5/262 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 MT20 unless otherwise indicated. 3)Refer to girder(s)for truss to truss connections. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. 001111111/11 0, R Pv %% vEF/ iii '%�P ' * ti " ,• '�GENs . + • •\' F ' • i No 22839 '33 F ;L► 0:. l 1f OF 40: • I .•,,;�, :4OR,Op. ; •. S • i'iee,•0 N Al%0•% Wafter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: October 25,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. -- Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPR Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Oty Ply Ayers Residence T18487934 J190474-F1 F2-01 Floor 4 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.320 s Oct 9 2019 MiTek Industries,Inc. Fri Oct 25 13:45:14 2019 Page 1 ID:j 1 ilT3NgvgtFVTgxMvMyBfyTDP3-tJLCLY?YY611QLunshaMwlmveZQ7D5tGJz3c84yPs53 1-3-0 1-11-8 Scale=1:16.8 6x6 = 4x7 II 3x6 II 3x6 II 6x6 = 1 2 3 13 4 5 1J o L . N 12 11 10 9 8 7 6 4x7 = 1.5x4 II 1.5x4 II 3x3 = 4x7 = 3x3 II 3x3 II I 10-2-8 I 10-2-8 Plate Offsets(X,Y)-- [2:0-3-0,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.56 Vert(LL) -0.10 8-9 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.70 Vert(CT) -0.16 8-9 >749 360 BCLL 0.0 Rep Stress Incr NO WB 0.38 Horz(CT) 0.02 6 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-SH Weight:66 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP 2250F 1.9E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP 2250F 1.9E(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 12=812/Mechanical,6=843/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-12=-786/0,5-6=-831/0,1-2=-1099/0,2-3=-2297/0,3-4=-2259/0,4-5=-1075/0 BOT CHORD 10-11=0/2297,9-10=0/2297,8-9=0/2297,7-8=0/2048 WEBS 1-11=0/1349,2-11=-1494/0,2-10=0/259,5-7=0/1320,4-7=-1236/0,4-8=0/370 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)Load case(s)1,2,3,4,5,6 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. ``011I111i//,, LOAD CASE(S) Standard ��� ERP '�� 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 `''``Ps-,..... , F/Fate Uniform Loads(plf) %• V`,•• (,E/�S''•''• ti �i� Vert:6-12=-10,1-5=-100 0 F•'•, Concentrated Loads(Ib) No 2 2 8 3 9 Vert:13=-560 • • 2)Dead:Lumber Increase=1.00,Plate Increase=1.00 = *: Uniform Loads(plf) — Vert:6-12=-10,1-5=-100 = '-0: ' Concentrated Loads(lb) S pi//elm •• LU Vert:13=-560 Q••, V ,44/ 3) 1st chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 i '� ' P•••• • Uniform Loads(plf) °i�C�s•• O R \ `-;.• 0,,.% Vert:6-12=-10,1-3=-100,3-5=-20 ',i/k) •.......• \_ Concentrated Loads(lb) ,��N A� 0 01 Vert:13=-560 4)2nd chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Walter P.Finn PE No.22839 Uniform Loads(plf) MiTek USA,Inc.FL Cert 6634 Veil:6-12=-10,1-2=-20,2-5=-100 6904 Parke East Blvd.Tampa FL 33610 Date: October 25,2019 antinued on Daae 2 -- A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Mire is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP/1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Oty Ply Ayers Residence T18487934 J190474-F1 F2-01 Floor 4 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.320 s Oct 9 2019 MiTek Industries,Inc. Fri Oct 25 13:45:14 2019 Page 2 ID:j1 ijT3NgvgtFVTgxMvMyBfyTDP3-tJLCLY?YY611QLunshaMwlmveZO7D5tGJz3c84yPs53 LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:13=-560 5)3rd chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:6-12=-10,1-3=-100,3-5=-20 Concentrated Loads(Ib) Vert:13=-560 6)4th chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:6-12=-10,1-2=-20,2-5=-100 Concentrated Loads(Ib) Vert:13=-560 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1-7473 rev.10032015 BEFORE USE. -' Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek. is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply Ayers Residence T18487935 J190474-F1 F2-02 Floor 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.320 s Oct 9 2019 MiTek Industries,Inc. Fri Oct 25 13:45:14 2019 Page 1 ID:j1 ijT3NgvgtFVTgxMvMyBfyTDP3-tJLCLY?YY611QLun5haMwlmwiZPLD4RGJz3c84yPs53 1-3-0I i 2-4-0 Scale=1:17.5 6x6 = 457 II 3x6 II 3x6 II 6x6 = 1 2 3 4 5 _ N 12 11 10 9 8 7 4x7 = 1.5x4 II 1.5x4 II 3x3 = 4x7 = 3x3 I I 3x3 II 1-6-0 6-7-0 9-1-0i 10-7-0 1-6-0 5-1-0 2-6-0 1-6-0 Plate Offsets(X,V)-- (2:0-3-0,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL- in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.50 Vert(LL) -0.12 8-9 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 1 BC 0.75 Vert(CT) -0.19 8-9 >639 360 BCLL 0.0 Rep Stress lncr NO WB 0.41 Horz(CT) 0.02 6 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-SH Weight:67 lb FT=20%F,11%E I LUMBER- BRACING- TOP CHORD 2x4 SP 2250F 1.9E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP 2250F 1.9E(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 12=849/Mechanical,6=847/0-5-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-12=-822/0,5-6=-835/0,1-2=-1178/0,2-3=-2461/0,3-4=-2332/0,4-5=-1064/0 BOT CHORD 10-11=0/2461,9-10=0/2461,8-9=0/2461,7-8=0/2028 WEBS 5-7=0/1306,1-11=0/1446,4-7=-1224/0,2-11=-1600/0,4-8-0/492,3-8=-326/0,2-10=0/254 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)Load case(s)1,2,3,4,5,6 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard ,%‘‘itiiiI- ER IP.1 lit �� 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 %••,\,\,\.-•..... IA �j Uniform Loads(plf) �� V`,• G E N S'• ti °i� Vert:6-12=-10,1-5=-100 \- F•.•, Concentrated Loads(lb) No 22839 Vert:3=-560 2)Dead:Lumber Increase=1.00,Plate Increase=1.00 Z *: • * Uniform Loads(plf) Vert:6-12=-10,1-5=-100 ". "0 1 CC Concentrated Loads(Ib) A F Z. Vert:3=-560 0••• •.�<C/ 3) 1st chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 i 40/.•, O R 1 o P•• ``. Uniform ds plf) • Concentrated Loads(b)1-3=-100, 3—100,3-5=-20 •''�SS/O N Al-'E-'*5 Vert:3=-560 11/1111t%% 4)2nd chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Walter P.Finn PE No.22839 Uniform Loads(plf) MiTek USA,Inc.FL Cert 6634 Vert:6-12=-10,1-2=-20,2-5=-100 6904 Parke East Blvd.Tampa FL 33610 Date: October 25,2019 lontinued on oaae 2 , Id A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. . Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSV TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. 1 Tampa,FL 36610 Job Truss Truss Type Qty Ply Ayers Residence 718487935 J190474-F1 F2-02 Floor 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.320 s Oct 9 2019 MiTek Industries,Inc. Fri Oct 25 13:45:14 2019 Page 2 ID:j1 ijT3NgvgtFVTgxMvMyBfyTDP3-tJLCLY?YY611QLunshaMwlmwiZPLD4RGJz3c84yPs53 LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:3=-560 5)3rd chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:6-12=-10,1-3=-100,3-5=-20 Concentrated Loads(Ib) Vert:3=-560 6)4th chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:6-12=-10,1-2=-20,2-5=-100 Concentrated Loads(Ib) Vert:3=-560 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Oty Ply Ayers Residence T18487936 J190474-F1 F2-03 Floor 4 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.320 s Oct 9 2019 MiTek Industries,Inc. Fri Oct 25 13:45:15 2019 Page 1 ID:jiijT3NgvgtFVTgxMvMyBfyTDP3-LVvaYuOAJPt92VTzPP5bTyJ5_zoYyalPYdpAgWyPs52 I 1-3-0 I 2-4-0 Scale=1:17.5 3x3 = 1.5x4 II 1.5x4 II 3x3 = 3x6 = 1 3x8 2 3 4 5 6 Cis i N _ ... 12 11 10 9 3x3 = 8 3x4 = 3x3 = 3x4 = 3x3 I I 3x3 II 1-6-0I 6-7-0 9-1-0 10-7-0 1-6-0 5-1-0 2-6-0 1-6-0 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.46 Vert(LL) -0.07 10-11 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.49 Vert(CT) -0.09 10-11 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.21 Horz(CT) 0.01 7 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-SH Weight 53 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 12=568/Mechanical,7=568/0-5-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-12=-563/0,6-7=-563/0,1-2=-598/0,2-3=-1361/0,3-4=-1361/0,4-5=-1361/0,5-6=-598/0 BOT CHORD 10-11=0/1115,9-10=0/1361,8-9=0/1115 WEBS 6-8=0/750,1-11=0/750,5-8=-674/0,2-11=-674/0,5-9=0/476,2-10=0/476 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. %% ..i.1.1:..................... _i f i No 22839 O.. A F • • , • '''e,S��NA�� 0 Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: October 25,2019 r_r. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not Ill • a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANS!/TPI1 Quality Criteria.0813-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Oty Ply Ayers Residence T18487937 J190474-F1 F2-04 Floor 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.320 s Oct 9 2019 MiTek Industries,Inc. Fri Oct 25 13:45:16 2019 Page 1 ID:j 1 ijT3NgvgtFVTgxMvMyBfyTDP3-phSylE 1 o4j?Off29z6cq?ArHKN9jh18YmHYjCzyPs51 1-3-0I 1.11-8 I Scale=1:16.8 3x3 = 1.5x4 II 1.5x4 II 3x3 = 3x6 = 1 3x6 = 2 3 4 5 6 i L0 — ..77 NNNN--- ..- . N 12 11 10 9 3.3 = 8 7 3x4 = 3x3 = 3x4 = 3x3 I I 3x3 II 1-6-0 6-2-8 8-8-8 10-2-8 1-6-0 -. - 4-8-8 I - 2-6-0 _ .- -- 1-6-0 —� LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (roc) 1/defl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.42 Vert(LL) -0.06 10-11 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.43 Vert(CT) -0.07 10-11 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(CT) 0.01 7 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-SH Weight:52 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 12=548/Mechanical,7=548/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-12=-543/0,6-7=-543/0,1-2=-572/0,2-3=-1271/0,3-4=-1271/0,4-5=-1271/0,5-6=-572/0 BOT CHORD 10-11=0/1065,9-10=0/1271,8-9=0/1065 WEBS 6-8=0/717,1-11=0/717,5-8=-642/0,2-11=-642/0,5-9=0/419,2-10=0/419 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s)for truss to truss connections. 3) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. ,,,,1111111iiii.I ,`• Pv ER P. F/ i,,n .` �. 'GENS titi '.. • No 22839 .b./ :cr= • X111111 Wafter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: October 25,2019 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/0312015 BEFORE USE. NI Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall j building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek. is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP/1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Padre East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. — Tampa,FL 36610 Job Truss ,Truss Type Oty 'Ply Ayers Residence T18487938 J190474-F1 F2-05 1Floor 1 1 L 1 Job Reference(optional' I Manning Building Supplies, Jacksonville,FL-32256, 8.320 s Oct 9 2019 MiTek Industries,Inc. Fri Oct 25 13:45:16 2019 Page 1 ID:j1ijT3NgvgtFVTgxMvMyBfyTDP3-phSylE1o4j?0fJ2 z6cq?ArGrNAdh4sYmHYjCzyPs51 2-4-6 0-10-8 1 3x3 2 1.5x4 • 3 Scale=1:8.5 1 1W-Ill a o N CV rH , i . ,,, ',di! ird it 1, EffA Mg Ib 6 5 4 3x6 II 3x6 3x6 II 3-10-6 3-10-6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.45 Vert(LL) -0.04 5-6 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.37 Vert(CT) -0.05 5-6 >885 360 BCLL 0.0 Rep Stress Ina YES WB 0.03 Horz(CT) -0.00 4 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-SH Weight:25 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 3-10-6 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=199/Mechanical,4=199/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s)for truss to truss connections. 3) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. .01111111.114 .�N�P•'CENS ti,,1,,... No 22839 *: :* - -53% fit OF .'ii/ so iniII ; Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: October 25,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not MI l a truss system.Before use.the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply Ayers Residence T18487939 J190474-F1 F2-06 Floor 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.320 s Oct 9 2019 MiTek Industries,Inc. Fri Oct 25 13:45:17 2019 Page 1 ID:j1ijT3NgvgtFVTgxMvMyBfyTDP3-It0Kza1Rr17tHodMXg9Y 1QR9n000X6i?xIGIPyPs50 2-4-6I 1-3-0 I1 3x3 I I 2 1.5x4 I I 3 Scale=1:8.5 ' o , N • • • • • • 6 5 44 3x6 I I 3x6 3x6 I I 4-2-14 4-2-14 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.48 Vert(LL) -0.05 5-6 >873 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.47 Vert(CT) -0.08 5-6 >632 360 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(CT) -0.00 4 n/a n/a BCDL 5.0 i Code FBC2017/TP12014 Matrix-SH Weight:27 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 4-2-14 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=219/Mechanical,4=219/0-5-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s)for truss to truss connections. 3) Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. •eieRpF/, *• • •�\G E N S�••• ,• : • No 22839 • 1 CC r. • Wafter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: October 25,2019 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe k. is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Oty Ply Ayers Residence T18487940 J190474-F1 F2-07 Floor 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.320 s Oct 9 2019 MiTek Industries,Inc. Fri Oct 25 13:45:18 2019 Page 1 I D:j 1 ijT3NgvgtFVTgxMvMyBfyTDP3-m4aiAw23cKFkvyCY5Xel5bxbrBn 19x7rEb1 gHryPs5? 1-3-0 0-10-12 Scale=1:10.2 3x6 = 1 3x6 = 2 1.5x4 II 3 3x3 = 4 L . } 1.5x4 II 3x3 = 9 8 7 6 5 3x4 = 3x3 I I 3x3 I I 3-10-12 5-4-12 3-10-12 1-6-0 Plate Offsets(X,Y)-- [8:0-1-8,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.55 Vert(LL) -0.03 6-7 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.70 Vert(CT) -0.04 6-7 >999 360 BCLL 0.0 Rep Stress!nor NO WB 0.24 Horz(CT) 0.00 5 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-SH Weight:31 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP 2250F 1.9E(flat) TOP CHORD Structural wood sheathing directly applied or 5-4-12 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 9=540/Mechanical,5=540/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-9=-575/0,4-5=-546/0,1-2=-675/0,2-3=-675/0,3-4=-405/0 BOT CHORD 7-8=0/675,6-7=0/675 WEBS 4-6=0/508,1-8=0/833,3-6=-344/0,2-8=-307/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CAlLive ndard .0111111/i, 1))Dead+Floor L v(S) e(balanced):Lumber Increase=1.00,Plate Increase=1.00 ER P Fi i Uniform Loads(plf) %•%``P,‘. /4 Vert:5-9-10,1-4=200(F=100) V••'\CENS' ,1/,I , No 22839 • 0:. T$ OF ::14/ • ,gtnl►iln%%" Walter P.Ann PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: October 25,2019 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not '. a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek. is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Oty Ply Ayers Residence T18487941 J190474-F1 F2-08 Floor 3 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.320 s Oct 9 2019 MiTek Industries,Inc. Fri Oct 25 13:45:18 2019 Page 1 I D:j 1 ijT3NgvgtFVTgxMvMyBfyTDP3-m4aiAw23cKFkvyCY5Xel5bxd9Bq_9w3rEb 1 gHryPs5? I 1-3-0 1-11-8 Scale=1:20.6 3x8 = 1 3x8 2 15 3 4 5 6 0 v 7. ' ---s 14 13 12 11 10 9 8 5x5 = 1.5x4 II 1.5x4 II 5x5 = 1-6-0 4-0-0 8-8-8 11-2-8 12-8-8 I 1-6-0 I 2-6-0 I 4-8-8 I 2-6-0 I 1-6-0 Plate Offsets(X,V)-- [6:0-3-0,Edge] LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.40 Vert(LL) -0.08 9-10 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.51 Vert(CT) -0.13 11-12 >999 360 BCLL 0.0 Rep Stress Ina NO WB 0.30 Horz(CT) 0.02 7 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-SH Weight:64 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP 2250F 1.9E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP 2250F 1.9E(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 14=753/Mechanical,7=717/0-5-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-14=-746/0,6-7=-712/0,1-2=-857/0,2-3=-1940/0,3-4=-2220/0,4-5=-1845/0,5-6=-800/0 BOT CHORD 12-13=0/1616,11-12=0/2220,10-11=0/2220,9-10=0/2220,8-9=0/1498 WEBS 6-8=0/1004,1-13=0/1075,5-8=-908/0,2-13=-988/0,5-9=0/475,2-12=0/445,4-9=-598/0,3-12=-477/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 MT20 unless otherwise indicated. 3)Refer to girder(s)for truss to truss connections. 4)Load case(s)1,2,3,4,5,6 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. `,,011111111/g g o RP ei LOAD CASE(S) Standard %•‘_‘0, ........ F"4,,�"'j 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 � • ``. \G N 'Y Uniform Loads(pIf) :, •. V E S'6'•.•• ,'i• i vert:?-14=10,1-6=100 No 22839 Concentrated Loads(Ib) .• Vert:15=-100 2)Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(pIf) O. ;CC Vert:7-14=-10,1-6=-100 T$ O F :LU Concentrated Loads(Ib) •Q 4/Z Vert:15=-100 0,�A\• Z Q t'... ��� 3) 1st chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 :., ••.0 R 1• �,,% Uniform Loads Vert 7-14)-10,1-4=-100,4-6=20 �1 %)/0 N A� •% Concentrated Loads(Ib) Vert:15=-100 Walter P.Finn PE No.22839 4)2nd chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 MiTek USA,Inc.FL Cert 6634 Uniform Loads(pIf) 6904 Parke East Blvd.Tampa FL 33610 Vert:7-14=-10,1-3=-20,3-6=-100 Date: October 25,2019 4:nntirnIerf nn Dane 2 I -- A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. -t Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI TPII Quality Criteria,DSB-89 and BOSS Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. 1 Tampa,FL 36610 Job Truss Truss Type Qty Ply Ayers Residence TI8487941 J190474-F1 F2-08 Floor 3 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.320 s Oct 9 2019 MiTek Industries,Inc. Fri Oct 25 13:45:18 2019 Page 2 ID:j 1 ijT3NgvgtFVTgxMvMyBfyTDP3-m4aiAw23cKFkvyCY5Xel5bxd9Bq_9w3rEb1 gHryPs5? LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:15=-100 5)3rd chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:7-14=-10,1-4=-100,4-6=-20 Concentrated Loads(Ib) Vert:15=-100 6)4th chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:7-14=-10,1-3=-20,3-6=-100 Concentrated Loads(Ib) Vert:15=-100 t A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,note a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TM Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply Ayers Residence T18487942 J190474-F1 F2-09 Floor 5 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.320 s Oct 9 2019 MiTek Industries,Inc. Fri Oct 25 13:45:19 2019 Page 1 ID:j1ijT3NgvgtFVTgxMvMyByTDP3-EG85OG3hNeNaW6nkeFAXdoTnea42uN??TFnNpHyPs5_ 1-3-0 2-0-0 I 2-1-0 Scale=1:20.4 3x3 = 3x3 = 1.5x4 II 3x4 = 3x6 = 1 3x6 = 2 3 4 5 6 k_N 4 Z— .—,,,----------------------------'-N—7-1 N 13 12 11 10 9 3x4 = 8 7 3x3 II 3x5 = 3x3 = 1.5x4 3x5 = 3x3 II 1-6-0I 4-0-0 8-4-0 I 10-10-0 I 12-4-0 1-6-0 2-6-0 4-4-0 2-6-0 1-6-0 Plate Offsets(X,Y)-- [9:0-1-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.48 Vert(LL) -0.12 10-11 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.84 Vert(CT) -0.15 10-11 >979 360 BCLL 0.0 Rep Stress Incr YES WB 0.26 Horz(CT) 0.02 7 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-SH Weight:62 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 13=665/Mechanical,7=665/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-13=-658/0,6-7=-659/0,1-2=-732/0,2-3=-1651/0,3-4=1892/0,4-5=-1892/0,5-6=-726/0 BOT CHORD 11-12=0/1374,10-11=0/1892,9-10=0/1892,8-9=0/1362 WEBS 6-8=0/911,1-12=0/918,5-8=-827/0,2-12=-837/0,5-9=0/704,2-11=0/393,3-11=-444/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. No 22839 *: :* - =-13• :cc= 7.13' OF : L/ i itS i'� �10 N A�Ess Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: October 25,2019 1 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSITPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply Ayers Residence TI8487943 J190474-F1 FG1-01 Floor Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.320 s Oct 9 2019 MiTek Industries,Inc. Fri Oct 25 13:45:20 2019 Page 1 ID:j1 ijT3NgvgtFVTgxMvMyBfyTDP3-iSiTbc4J8yVR8GMxCyhmA00yj_Tvdnt8hvWwKkyPs4z 0-1-8 H I 1-3-0 2.0-8 Scale=1:28.3 5x5 = THA422 1.5x4 = 5x5 = 5x8 M18SHS = 3x6 11 3x6 II 4x7 I I 6x6 = 6x6 = 1 2 3 4 5 6 7 / N/ _ __NL y/ N NZ'\ /./'//— I,- 17 16 15 14 13 12 11 10 d 4x4 = 6x6 = 5x5 = 3x8 = 6x6 = 3x6 II 3x6 II 6x6 = 6x6 = 3x6 II I 16-8-0 - 16-8-0 Plate Offsets(X,Y)-- [1:Edge,0-1-8],[3:0-3-8,Edge],[6:0-3-0,Edge],[12:0-3-0,0-0-0],[18:Edge,0-1-8],[19:0-1-8,0-0-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.46 Vert(LL) -0.15 13-14 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.67 Vert(CT) -0.26 13-14 >751 360 M18SHS 244/190 BCLL 0.0 Rep Stress!nor NO WB 0.48 Horz(CT) 0.04 9 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-SH Weight:121 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP 2250F 1.9E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP 2250F 1.9E(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 18=1306/0-5-0,9=1269/0-5-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-18=-1301/0,8-9=-1267/0,1-2=-1202/0,2-3=-3146/0,3-4=-4973/0,4-5=-4572/0, 5-6=-4572/0,6-7=-3270/0,7-8=-1247/0 BOT CHORD 16-17=0/2273,15-16=0/4109,14-15=0/4128,13-14=0/5416,12-13=0/4572,11-12=0/4572, 10-11=0/2327 WEBS 8-10-0/1685,7-10=-1528/0,7-11=0/1333,6-11=-1850/0,6-12=0/671,1-17=0/1656, 2-17=-1592/0,2-16=0/1292,3-16=-1337/0,3-14=0/1204,4-14=-735/0,4-13=-1337/0, 5-13=0/460 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. %% `� fi 1111 iIgg Strongbacks to be attached to walls at their outer ends or restrained by other means. 0%,.‘011111111/14 ER P. 1i, 4)CAUTION,Do not erect truss backwards. %•�``P,. ........... F/iv j 5)Use Simpson Strong-Tie THA422(6-16d Girder,6-10d Truss)or equivalent at 7-7-12 from the left end to connect truss(es)to front �� V.• �G E N face of top chord. •• F.••. 0• 6)Fill all nail holes where hanger is in contact with lumber. No 22839 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). • *:• • LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 '0: A Uniform Loads(plf) O I li :Q(/` Vert:9-18=-10,1-8=-100 • Concentrated Loads(Ib) ice. *.•.. /k0R `vi Vert:4=-776(F) , SS -, '• ii, ONAl ,%- / ' Walter P.Ann PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: October 25,2019 I I mit A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/IP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply Ayers Residence T18487944 J190474-F1 FG1-02 Floor Girder 1 1 .Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.320 s Oct 9 2019 MiTek Industries,Inc. Fri Oct 25 13:45:21 2019 Page 1 ID:j 1 ijT3NgvgtFVTgxMvMyBfyTDP3-AfGrpy4xuFelmQx7mgC?iDZ8POgNMLJHwZGUtAyPs4y 3x6 II TI-1,0122-12 13x6 II THA42 -0 6x8 = 1 7 2 8 3 Scale=1:10.3 1 4 • i •.0 3x3 = 6 5 • 3x3 II 3x3 II 1-4-4I 2-10-4 1-4-4 1-6-0 Plate Offsets(X,V)-- [2:0-3-0,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.40 Vert(LL) -0.03 5 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.53 Vert(CT) -0.06 5 >552 360 BCLL 0.0 Rep Stress Incr NO WB 0.01 Horz(CT) 0.00 4 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-SH Weight:24 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP 2250F 1.9E(flat) TOP CHORD Structural wood sheathing directly applied or 2-10-4 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=875/Mechanical,4=539/0-3-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-6=-803/0,3-4=-478/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)Use Simpson Strong-Tie THA422(6-16d Girder,6-10d Truss)or equivalent at 0-7-8 from the left end to connect truss(es)to front face of top chord. 5)Use Simpson Strong-Tie THA422(6-16d Girder,6-10d Truss)or equivalent at 1-10-4 from the left end to connect truss(es)to back face of top chord. 6)Fill all nail holes where hanger is in contact with lumber. ``�‘11I 1 I I IIIi• 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). ,,%S%\ Ll ER P. k://t,, LOAD CASE(S) Standard ,�,V P' G•E•N S••//we. �'i� 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 .. 0 F•••, • Uniform Loads(plf) No 22839 Vert:4-6=-10,1-3=-100 Concentrated Loads(Ib) Vert:7=-748(F)8=-381(B) = CC Z i 1•• S V OP-•1+ •I 41 •4/ i0•,• •� T' t,"..• '0 ••, OR \v• •• Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: October 25,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTeke connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Qualify Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. i Tampa,FL 36610 Job Truss Truss Type Qty Ply Ayers Residence T18487945 J190474-F1 FG1-03 Floor Girder 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.320 s Oct 9 2019 MiTek Industries,Inc. Fri Oct 25 13:45:22 2019 Page 1 ID:j1 ijT3NgvgtFVTgxMvMyBtyTDP3-ergD015ZIZm9NaWJKNjEFR5H8oAe5cOR9D?1 PcyPs4x 0-1-8 H I 1-3-0 I 2-4-8 I 0-118 ale=1:36.0 1.5x4 = THA422 4x7 = 5x5 = 8x8 = 6x6 = 5x10 = 3x6 = 3x3 = 3x3 = 3x6 FP= 4x4 = 1.5x4 = 1 2 3 4 5 6 7 8 9 10 J\ 7 • 25 --N-/ /\Y/' Y / ,I 1 _ I6 23 22 21 20 19 18 17 18 15 14 13 12 6x6 = 4x7 I I 3x8 MT2OHS FP = 3x6 3x6 II3x6 II 4x7 3x8 = 4x4 = 6x6 = 3x4 = 10x12 M18SHS = 3x6 I I 3x6 II �_ _ 20-11-14 21-9-0 20-11-14 042 Plate Offsets(X,V)-- [1:Edge,0-3-0],[1:0-1-8,0-1-8],[10:0-1-8,Edge],[17:0-3-0,0-0-0],[25:0-1-8,0-0-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL- in (loc) Udell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.53 Vert(LL) -0.28 17 >892 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.53 Vert(CT) -0.38 17 >647 360 MT2OHS 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.79 Horz(CT) 0.06 11 n/a n/a M18SHS 244/190 BCDL 5.0 Code FBC2017/TPI2014 Matrix-SH Weight:143 lb FT=20%F,11%E 1 LUMBER- BRACING- TOP CHORD 2x4 SP 2250F 1.9E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP 2250F 1.9E(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 24=2038/0-5-0,11=1265/0-5-4 FORCES. (Ib)-Max.CompiMax.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-24=-2013/0,10-11=-1260/0,1-2=-2097/0,2-3=-4576/0,3-4=-534310,4-5=-5539/0, 5-6=-5265/0,6-8=-4465/0,8-9=-2960/0,9-10=-1160/0 BOT CHORD 22-23=0/3969,21-22=0/5166,19-21=0/5168,18-19=0/5539,17-18=0/5539,16-17=0/5539, 15-16=0/4988,14-15=0/3750,13-14=0/3746,12-13=0/2192 WEBS 10-12=0/1597,9-12=-1533/0,9-13=0/1143,8-13=-1138/0,8-15=0/1017,6-15=-759/0, 6-16=0/552,5-16=-865/0,5-17=-202/415,1-23=0/2812,2-23=-2648/0,2-22=0/859, 3-22=-834/0,3-19=0/260,4-19=-515/322,4-18=-358/266 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. ,,�\11I 1111///1 Strongbacks to be attached to walls at their outer ends or restrained by other means. ��‘ ER P. IFe 4)Use Simpson Strong-Tie THA422(6-16d Girder,6-10d Truss)or equivalent at 2-10-15 from the left end to connect truss(es)to back ���``P,��•,..•• F/4, �i0 face of top chord. %e V, C E N S+'• ti 'i 5)Fill all nail holes where hanger is in contact with lumber. V F••• ce, 6)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). No 22839 9 LOAD CASE(S) Standard * *. 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) -9• 1 f7'r. Vert:11-24=-10,1-10=-100 i l ,I-" OF Concentrated Loads(Ib) -i4, Vert:2=-1027(B) • '� • ,i-.. .,,FS.k p R fr o,;.j.... iiii:ONAk- Os Wafter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: October 25,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek. is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI TPI1 Quality Criteria,DSB-89 and BCS/Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. i Tampa,FL 36610 Job Truss Truss Type Oty Ply Ayers Residence 118487946 J190474-F1 FG1-04 Floor Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.320 s Oct 9 2019 MiTek Industries,Inc. Fri Oct 25 13:45:22 2019 Page 1 ID:j1 ijT3NgvgtFVTgxMvMyBfyTDP3-ergD015ZIZm9NaWJKNjEFR5GTo675gIR9D?1 PcyPs4x 1-3-0 1-2-8 6x8 = 3x6 I I 3x6 I THA422 6x6 = Scale=1:11.6 1 2 3 10 4 THA422 1.5x4 11 4x4 = 9 8 7 6 5 5x5 = 3x3 3x3 11 4-2-8 5-8-8 4-2-8 1-6-0 1 Plate Offsets(X,Y)-- [8:0-1-8,Edgej LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.64 Vert(LL) -0.04 6-7 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.82 Vert(CT) -0.05 6-7 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.54 Horz(CT) 0.01 5 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-SH Weight:43 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP 2250F 1.9E(flat) TOP CHORD Structural wood sheathing directly applied or 5-8-8 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 9=1220/Mechanical,5=1127/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-9=-1246/0,4-5=-1131/0,1-2=1422/0,2-3=-1422/0,3-4=-770/0 BOT CHORD 7-8=0/1422,6-7=0/1422 WEBS 4-6=0/1064,1-8=0/1926,3-6=-923/0,2-8=-1170/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)Use Simpson Strong-Tie THA422(6-16d Girder,6-10d Truss)or equivalent spaced at 2-0-0 oc max.starting at 1-10-4 from the left end to 3-10-4 to connect truss(es)to back face of top chord. 5)Fill all nail holes where hanger is in contact with lumber. `,1111111 6)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). `,�\\I�-c ER P. p" ,e,, LOAD CASE(S) Standard ��,V_.•\G•E•N S•• .jL • 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 •"4. F•'•• • Uniform Loads(plf) • No 22839 Vert:5-9=-10,1-4=-100 Concentrated Loads(Ib) Vert:2=-873(B)10=-873(B) 0 • A F 44/ • �s••.......R \�• c,` ',i,��S;� • �os Walter P.Finn PE No.22839 Mitek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: October 25,2019 4 Ill III I 111111111111E110 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not , a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Oty Ply 'Ayers Residence T18487947 J190474-F1 FG2-01 Floor Girder 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.320 s Oct 9 2019 MiTek Industries,Inc. Fri Oct 25 13:45:23 2019 Page 1 ID:j1 ijT3NgvgtFVTgxMvMyBtyTDP3-61 NbDd6BOtu07j5Wt4EToeeRSCS_g9EaNtlbx3yPs4w I 1-3-0 I 1-11-8 I Scale=1:16.8 6x6 = 4x7 II 3x6 II 4x7 H 6x6 = 1 2 3 13 4 5 R N A 12 11 10 9 8 7 6 4x7 = 1.5x4 II 1.5x4 II 3x3 = 4x7 = 3x3 II 3x3 II 1-6-0 I 6-2-8 8-8-8 10-2-8 1-6-0_ 4-8-8 2-6-0 1-6-0 Plate Offsets(X,V)-- [2:0-3-0,Edgel LOADING (psf) SPACING- 2-0-0 I CSI. DEFL- in (loc) Udefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.62 Vert(LL) -0.11 8-9 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.78 Vert(CT) -0.18 8-9 >667 360 BCLL 0.0 Rep Stress Incr NO WB 0.44 Horz(CT) 0.02 6 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-SH Weight:66 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP 2250F 1.9E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP 2250F 1.9E(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 12=868/Mechanical,6=1023/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-12=-839/0,5-6=-1009/0,1-2=-1195/0,2-3=-2508/0,3-4=-2552/0,4-5=-1257/0 BOT CHORD 10-11=0/2508,9-10=0/2508,8-9=0/2508,7-8=0/2399 WEBS 5-7=0/1543,1-11=0/1468,4-7=-1451/0,2-11=-1638/0,4-8=0/297,2-10=0/289,3-9=-255/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)Load case(s)1,2,3,4,5,6 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. .‘11111 1.1 LOAD CASE(S) Standard iso le R IP. F'ti, 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 %•►``p.�•........ /.4 I, Uniform Loads(plf) s% V••• r E N S'•• ti •ice Vert:6-12=-10,1-13=-100,5-13=-150 •• F•••• o Concentrated Loads(Ib) No 22839 •• r. Vert:13=-560 *:• : 2)Dead:Lumber Increase=1.00,Plate Increase=1.00 .r Uniform Loads(plf) Vert:6-12=-10,1-13=-100,5-13=-150 '0: ' Concentrated Loads(Ib) $ Iks�T~ ; �C/ Vert:13=-560 =O V - ��(/; 3)1st chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 .• ..-(\• 0 Q;• �• Uniform Loads(plf) ij<$y•••9 R I, C`,• Concentrated Vert:6-12= (0,1-3=-100,3-13=-20,5-13=-70 �•ilb) l'ON A•1/1111� `S� 0. Vert:13=-560 4)2nd chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Walter P.Finn PE No.22839 Uniform Loads(plf) MiTek USA,Inc.FL Cert 6634 Vert:6-12=-10,1-2=-20,2-13=-100,5-13=-150 6904 Parke East Blvd.Tampa FL 33610 Date: October 25,2019 .nntinued on mop 2 f' A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. -- Design valid for use only with MiTek®connectors.This design is based only upon parameters shown.and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall ibuilding design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 i Job Truss Truss Type Qty Ply Ayers Residence T18487947 J190474-F1 FG2-01 Floor Girder 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.320 s Oct 9 2019 MiTek Industries,Inc. Fri Oct 25 13:45:23 2019 Page 2 I D:j 1 ijT3N gvgt F VTgxMvMyBfyTD P3-61 NbDd6BQtuO?j5 Wt4EToeeRSCS_g9EaNtlbx3yPs4w LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:13=-560 5)3rd chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:6-12=-10,1-3=-100,3-13=-20,5-13=-70 Concentrated Loads(Ib) Vert:13=-560 6)4th chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:6-12=-10,1-2=-20,2-13=-100,5-13=-150 Concentrated Loads(Ib) Vert:13=560 t 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI TP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty .Ply Ayers Residence T18487948 J190474-F1 FG2-02 Floor Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.320 s Oct 9 2019 MiTek Industries,Inc. Fri Oct 25 13:45:24 2019 Page 1 ID:j t ijT3NgvgtFVTgxMvMyBfyTDP3-aEx_Rz7gBAOtdtfiRoliKsBg2bv7YcpkcXU8TVyPs4v 0-1-8 H I 1-3-0 2-1-0 2-2-8 Scale=1:16.2 1.5x4 4x7 II 457 II 3x6 II 3x6 II 6x6 = 1 2 3 4 5 0 I 9 8 7 5x5 = 6 3x5 = 3x4 = 3x3 = 3x3 II 1-6-0 7-3-8 8-9-8 1-6-0 5-9-8 1-6-0 Plate Offsets(X,Y)-- [1:Edge,0-1-8],[1:0-1-8,0-0-8],[4:0-3-0,0-0-0],[7:0-1-8,Edge],[8:0-1-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.38 Vert(LL) -0.08 8-9 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.33 Vert(CT) -0.11 8-9 >942 360 BCLL 0.0 Rep Stress Ina NO WB 0.41 Horz(CT) 0.01 6 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-SH Weight:56 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP 2250F 1.9E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP 2250F 1.9E(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 10=683/0-5-8,6=683/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-10=-691/0,5-6=-714/0,1-2=-768/0,2-3=-1215/0,3-4=-1215/0,4-5=-1215/0 BOT CHORD 8-9=0/1380,7-8=0/1215 WEBS 5-7=0/1470,1-9=0/936,2-9=-778/0,4-7=-730/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard ,,111111 1IIg 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 ERP 11i Uniform Loads(plf) ,•%`P,�........ F/4/A1.1,, Vert:6-10=-10,1-5=-150 �� V CEN . No 22839 *: :* 1.O:• T$ OF /to • ,����►111111/11/ Wafter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: October 25,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek. is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Duality Criteria,OSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply Ayers Residence TI8487949 J190474-F1 FG2-03 Floor Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.320 s Oct 9 2019 MiTek Industries,Inc. Fri Oct 25 13:45:24 2019 Page 1 ID:j 1 ijT3NgvgtFVTgxMvMyBfyTDP3-aEx_Rz7gBAOtdtfiRoli KsBbsbsLYZ2kcXU8TVyPs4v 0-1-8 H 1-3-0 I F 2-1-0 2-2-8 Scale=1:16.2 1.5x4 = THA422 THA422 THA422 6x6 = 4x7 II 3x6 II 3x6 II 6x8 = 1 11 2 3 4 5 I N 10 9 8 7 4x7 = 6 4x7 = 3x4 = 4x4 = 3x3 II I 8-9-8 8-9-8 Plate Offsets(X,Y)-- [1:0-1-8,0-0-8],[4:0-3-0,0-0-0],[5:0-3-0,Edge],[7:0-1-8,Edge],[8:0-1-8,Edge],[10:Edge,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.64 Vert(LL) -0.13 8-9 >769 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.58 Vert(CT) -0.19 8-9 >537 360 BCLL 0.0 Rep Stress lncr NO WB 0.59 Horz(CT) 0.01 6 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-SH Weight:56 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP 2250F 1.9E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP 2250F 1.9E(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 10=1327/0-5-8,6=805/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-10=-1341/0,5-6=-870/0,1-2=-1337/0,2-3=-1732/0,3-4=-1732/0,4-5=-1732/0 BOT CHORD 8-9=0/2423,7-8=0/1732 WEBS 5-7=0/2095,4-7=-1010/0,1-9=0/1626,2-9=-1383/0,2-8=-798/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)CAUTION,Do not erect truss backwards. 5)Use Simpson Strong-Tie THA422(6-16d Girder,6-10d Truss)or equivalent spaced at 2-0-0 oc max.starting at 0-9-6 from the lett end 6)Fill all nail holes where-6 to thangees)to front face of top r is in contact with lumber. `���-",LB IP/,����� 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). `%% P\�••.• . F/4, "' �.` S�•• \GENS ti ie. LOAD CASE(S) Standard F•••• 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 No 22839 2 8 3 9 Uniform Loads(plf) s • Vert:6-10=-10,1-5=-100 = *: 1* Concentrated Loads(Ib) Vert:2=-440(F)3=-294(F)11=-458(F) '' "0• •cr 0 "%• A F • ',•�F••••, O R \,,‘,•-...‘cl, `. IiiiIlIIttl Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: October 25,2019 ► A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not MI a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M Trek, is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. I Tampa,FL 36610 Job Truss Truss Type Oty Ply Ayers Residence T18487950 J190474-F1 FG2-04 Floor Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.320 s Oct 9 2019 MiTek Industries,Inc. Fri Oct 25 13:45:25 2019 Page 1 ID:j1 ijT3NgvgtFVTgxMvMyBfyTDP3-3QVMeJ8SyU8kE1 Eu?VGxt3jra?FFH7YtrBEhOxyPs4u 1-3-0 0-10-12 THA422 Scale=1:10.8 656 = 3x6 II 3x6 II THA422 6x6 =- 1 1 2 3 10 4 0 N L 1.5x4 II 3x3 = 9 8 7 6 5 3x4 = 3x3 0 3x3 II 3-10-12 54-12 3-10-12 1-6-0 Plate Offsets(X,YYJ [8:0-1-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.33 Vert(LL) -0.01 7 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.34 Vert(CT) -0.02 6-7 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.19 Horz(CT) 0.00 5 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-SH Weight:38 Ib FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 5-4-12 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 9=394/Mechanical,5=390/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-9=402/0,4-5=-389/0,1-2=-560/0,2-3=-560/0,3-4=-317/0 BOT CHORD 7-8=0/560,6-7=0/560 WEBS 4-6=0/389,1-8=0/678,3-6-303/0,2-8=-309/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4)Use Simpson Strong-Tie THA422(6-16d Girder,6-10d Truss)or equivalent spaced at 2-0-0 oc max.starting at 1-6-8 from the left end to 3-6-8 to connect truss(es)to back face of top chord. 5)Fill all nail holes where hanger is in contact with lumber. //111111 i// 6)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). ``••`%%1 ER P F�1 LOAD CASE(S) Standard ♦♦, `P••.........r14/'I, -'i 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 V c •.•. I� •Uniform Loads(pit) No 22839 Vert:5-9=-10,1-4=-100 • Concentrated Loads(Ib) Vert:2=-99(B)10=-119(8) i !3.• I 11 •• OF 141 t • •• cc•• .<. OR `OP \� ''sis9/0 N A.Ev •% Wafter • • • P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: October 25,2019 -- A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. -, Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANS&TP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply Ayers Residence T18487951 J190474-F1 FG2-05 Floor Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.320 s Oct 9 2019 MiTek Industries,Inc. Fri Oct 25 13:45:26 2019 Page 1 ID:11 ijT3NgvgtFVTgxMvMyBfyTDP3-Xc3ksf84joGbsBp4ZDoAPHGvzPSLOSf14rzFYNyPs4t 1-3-0 2-1-0 2 3 0 Scale=1:21.4 THA422 THA422 6x8 = 6x6 = THA422 4x7 II 6x6 = 3x6 II 3x6 II 6x8 = 1 2 15 3 16 4 17 5 6 7 k__ Id 14 13 12 11 10 9 6x8 = 3x6 II 6x10 = 6x6 = 3x6 II 6x6 = 3x6 II 6-7-8 7-10-8 8-p-p 12-8-8 6-7-8 1-3-0 0-4-g 4-8-8 Plate Offsets(X,Y)-- [3:0-3-0,Edge],[6:0-3-0,0-0-0],[7:0-3-0,Edge],[9:0-1-8,Edge],[10:0-1-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.80 Vert(LL) -0.25 10-11 >605 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.93 Vert(CT) -0.36 10-11 >414 360 BCLL 0.0 Rep Stress Ina NO WB 0.65 Horz(CT) 0.03 8 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-SH Weight:101 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP 2250F 1.9E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP 2250F 1.9E(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 14=1373/Mechanical,8=1268/0-5-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-14=-1354/0,7-8=-1691/0,1-2=-1912/0,2-3=-4550/0,3-4=-5691/0,4-5=-3271/0,5-6=-3271/0,6-7=-3271/0 BOT CHORD 12-13=0/3619,11-12=0/5691,10-11=0/5589,9-10=0/3271 WEBS 7-9=0/3879,6-9=-1164/0,1-13=0/2298,2-13=-2117/0,2-12=0/1154,3-12=-1391/0,5-10=0/374,4-10=-2548/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)Load case(s)1,2,3,4,5,6 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)Use Simpson Strong-Tie THA422(6-16d Girder,6-10d Truss)or equivalent spaced at 2-0-0 oc max.starting at 4-3-14 from the left `, 111111 IIIII. end to 8-3-14 to connect truss(es)to back face of top chord. so ER P ��e 6)Fill all nail holes where hanger is in contact with lumber. ,s‘` ,u" ..... • "/4,I/0 V 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). �� . G E N 3 • ti i. \. � .•. �• LOAD CASE(S) Standard No 22839 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 • Uniform Loads(plf) Vert:8-14=-10,1-7=-100 Concentrated Loads(Ib) 3 1 17' Vert:15=-540(8=-440)16=-440(B)17=290(B) 7•13.•. OF 14/••••• 2)Dead:Lumber Increase=1.00,Plate Increase=1.00 •O �(/: Uniform Loads(plf) i ' is• '' • Vert:8-14=-10,1-7-100 •• Wes**.t'. O R 1 O r„\ % • ConcentratedVert:15=-540(8=-440)16=-440(B)17=-290(B) N'..2:I "11'p` W- 3)1st chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Walter P.Finn PE No.22839 Vert:8-14=-10,1-6=-100,6-7=-20 MiTek USA,Inc.FL Cert 6634 Concentrated Loads(Ib) 6904 Parke East Blvd.Tampa FL 33610 Vert:15=-540(8=-440)16=-440(B)17=-290(B) Date: October 25,2019 r nntintwri nn Wane 2 I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. -' Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TM Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply Ayers Residence T18487951 J190474-F1 FG2-05 Floor Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.320 s Oct 9 2019 MiTek Industries,Inc. Fri Oct 25 13:45:26 2019 Page 2 I D:j 1 ijT3NgvgtFVTgxMvMyBfyTDP3-Xc3ksf84joGbsBp4ZDoAPHGvzPSLOSf 14rzFYNyPs4t LOAD CASE(S) Standard 4)2nd chase Dead+Floor Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:8-14=-10,1-5=-20,5-7=-100 Concentrated Loads(Ib) Vert:15=-620(B=-520)16=-520(B)17—348(B) 5)3rd chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:8-14=-10,1-6=-100,6-7=-20 Concentrated Loads(Ib) Vert:15-540(6=-440)16=-440(B)17=-290(B) 6)4th chase Dead:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:8-14=-10,1-5=-20,5-7=-100 Concentrated Loads(Ib) Vert:15=-620(B=-520)16=-520(B)17=-348(B) A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not Mil a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M iTe k • is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI?Pl1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. _ — j Tampa,FL 36610 Job Truss Truss Type oty Ply Ayers Residence 118487952 J190474-F1 FG2-06 Floor Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.320 s Oct 9 2019 MiTek Industries,Inc. Fri Oct 25 13:45:27 2019 Page 1 ID:j 1 ijT3NgvgtFVTgxMvMyBfyTDP3-?pd63?9iU5OSULOH6wJPyUpBXpvll_xAIVjo4gyPs4s 1-3-0 I— 1-11-8 I Scale=1:20.7 457 = 1 4x7 = 2 15 3 4 5 6 j_N7 0 Z— —N N 14 13 12 11 10 9 8 5x5 = 1.5x4 II 1.5x4 II 5x5 = 1-6-0 4-0-0 8-8-811-2-8 _ 12-8-8 I H 1-6-0 I 2-6-0 I 4-8-8 2-6-0 1-6-0 Plate Offsets(X,Y)-- [1:Edge,0-1-81,[6:0-3-O,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.36 Vert(LL) -0.10 11-12 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.50 Vert(CT) -0.13 11-12 >999 360 BCLL 0.0 Rep Stress lncr NO WB 0.33 Horz(CT) 0.02 7 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-SH Weight:64 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP 2250F 1.9E(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP 2250F 1.9E(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 14=861/Mechanical,7=721/0-5-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-14=-853/0,6-7=-716/0,1-2=-920/0,2-3=-2008/0,3-4=-2237/0,4-5=-1861/0,5-6=-805/0 BOT CHORD 12-13=0/1737,11-12=0/2237,10-11=0/2237,9-10=0/2237,8-9=0/1507 WEBS 6-8=0/1010,1-13=0/1155,5-8=-915/0,2-13=-1063/0,5-9=0/483,2-12=0/375,4-9=-599/0,3-12=-412/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 MT20 unless otherwise indicated. 3)Refer to girder(s)for truss to truss connections. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOA C S (S) Standard 1))Dead A+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 ,‘0%-c ER P. it.�le� Uniform Loads(plf) ,•`Q.� ........ /4/.4'e, Vert:7-14=-10,1-15=-150,6-15=-100 ,s% V.••••GENd••. 'Y '•. ' \. F '•, No 22839 I. *: :* = 7. 1 . • :13 �.• .�I • I OF **II/. ••• A\.'• P-„.•, -.1111110- Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd Tampa FL 33610 Date: October 25,2019 _AWAR -- A WARNING NING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1-7473 rev.10/03/2015 BEFORE USE. -- Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 'Job Truss Truss Type Oty Ply Ayers Residence T18487953 J190474-F1 FG2-07 Floor Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.320 s Oct 9 2019 MiTek Industries,Inc. Fri Oct 25 13:45:27 2019 Page 1 ID:jt itT3NgvgtFVTgxMvMyBfyTDP3-?pd63?9iU5OSULOH6WJPyUp5dpvhl_9AIVjo4gyPs4s I 1-3-0 I I 1-7-0 Scale=1:20.0 4x7 = 4x7 = 1 2 3 4 5 6 4 ,7,_ L.N N Z— ___ 14 13 12 11 10 9 8 7 5x5 = 1.5x4 II 1.5x4 II 5x5 = 1-6-0 4-0-0 8-4-0 10-10-0 12-4-0 1-6-0 I 2-6-0 j 4-4-0 2-6-0 1-6-0 l Plate Offsets(X,Y)-- [1:Edge,0-1-8],[6:0-3-0tEdge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.74 Vert(LL) -0.10 11-12 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.47 Vert(CT) -0.14 11-12 >999 360 BCLL 0.0 Rep Stress Ina NO WB 0.38 Horz(CT) 0.03 7 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-SH Weight:63 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP 2250F 1.9E(flat) except end verticals. WEBS 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 14=967/Mechanical,7=967/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-14=-959/0,6-7=-959/0,1-2=-1061/0,2-3=-2395/0,3-4=-2783/0,4-5=-2395/0,5-6=-1061/0 BOT CHORD 12-13=0/2001,11-12=0/2783,10-11=0/2783,9-10=0/2783,8-9=0/2001 WEBS 6-8=0/1331,1-13=0/1331,5-8=-1223/0,2-13=-1223/0,5-9=0/530,2-12=0/530,4-9=-608/0,3-12=-608/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 MT20 unless otherwise indicated. 3)Refer to girder(s)for truss to truss connections. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131'X 3')nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. L C (S) ndard 1)Dead A+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 .0 -c E R IP,F If,, Uniform Loads(plf) `••\\P,\.- • A e, Vert:?-14=10,1-6=-150 `•• V•• %G•E•N S' ti iii ` '• \- Cc• • i No 22839 �. A F : 1. , 14 • . '`� P : • •.• O R \Q \ `s � Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: October 25,2019 1 -- A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev.10/03/2015 BEFORE USE. NI Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing !Alibi( is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.see ANSITPli Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply Ayers Residence T18487954 J190474-F1 J01 Jack-Open 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.320 6 Oct 9 2019 MiTek Industries,Inc. Fri Oct 25 13:45:28 2019 Page 1 ID:11 ijT3NgvgtFVTgxMvMyBfyTDP3-T?BUHLAKFPWJ5VzTgegeViLIHDE7UWGJX9SMdGyPs4r 6-8-12 � 6-8-12 Scale=1:15.0 3 3.00 12 10 3x4 9 2 V< N C N 1 100 N 4 4 13x6 II 6-8-12 6.8-12 Plate Offsets(X,Y)-- [1:0-1-12,0-0-13] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) 0.11 4-7 >706 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.46 Vert(CT) -0.19 4-7 >428 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) 0.05 1 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:23 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.2-H 2-0-0 REACTIONS. (Ib/size) 1=247/0-3-8,3=164/Mechanical,4=83/Mechanical Max Horz 1=75(LC 8) Max Uplift 1=-87(LC 8),3=-112(LC 8),4=-5(LC 8) Max Gray 1=247(LC 1),3=164(LC 1),4=119(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-3=-373/32 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 6-8-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ``��1I I I I I I ig will fit between the bottom chord and any other members. ‘‘‘ ERP /�I 4)Refer to girder(s)for truss to truss connections. `.'\\P�,�•..•• t•-/4/�/, 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 87 lb uplift at joint 1,112 lb uplift at joint `�� V_•• •c E N s• �i� 3 and 5 lb uplift at joint 4. •• F••• No 22839 * •.* O • A F T• s•.• •� OR \ .• Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: October 25,2019 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate the design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANS//TPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Oty Ply Ayers Residence 718487955 J190474-F1 J02 Corner Jack 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.320 s Oct 9 2019 MiTek Industries,Inc. Fri Oct 25 13:45:29 2019 Page 1 ID:j 1 i1T3NgvgIFVTgxMvMyBfyTDP3-xBIsUhByOjeAjeYfELLt1 vuZwcgiDzWTmoCv9iyPs4q 3-5-2 I 3-5-2 Scale=1:11.1 3.00 l 9 3 3xa 2 1 a n rh 4 3x6 I I 3-5-2 3-5-2 I Plate Offsets(X,Y)-- (1:0-1-12,0-0-13] LOADING (psf) SPACING- 2-0-0 CSI. I DEFL. in (loc) 1defl Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) -0.01 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.12 Vert(CT) -0.01 4-7 >999 180 BCLL 0.0 • Rep Stress Incr YES WB 0.00 Horz(CT) 0.01 1 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP 1 Weight:13 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-5-2 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x4 SP No.2-H 2-0-0 REACTIONS. (lb/size) 1=125/0-3-8,3=85/Mechanical,4=40/Mechanical Max Horz 1=38(LC 8) Max Uplift 1=-41(LC 8),3=-59(LC 8),4—3(LC 8) Max Gray 1=125(LC 1),3=85(LC 1),4=57(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 3-4-6 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. ,,11111111SIg�� 4)Refer to girder(s)for truss to truss connections. ��� ERP ��I 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 41 lb uplift at joint 1,59 lb uplift at joint 3 ,�� P.�� .................... F/4i�1 and 3 lb uplift at joint 4. N , '/ • No 22839 *: :* =-U: :cc= .•��'•.. O R 1 O P r��/ i'i'SS1ONA1 E��`�� Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: October 25,2019 MilEllA WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not Ng a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe k is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. I Tampa,FL 36610 - Job Truss 7Truss Type Qty Ply Ayers Residence T18487956 J190474-F1 J03 Corner Jack 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.320 s Oct 9 2019 MiTek Industries,Inc. Fri Oct 25 13:45:29 2019 Page 1 I D:j 1 ijT3NgvgtFVTgx MvMyBfyTDP3-xBIsUhByOjeAjeYf ELLt 1 vub9cgTDzDTmoCv9iyPs4q 1-5-9 1-5-9 Scale=1:13.2 6.25 j12 2 3x5 'i 1 7 lekvEN f1 4 1.5x4 \\ 5 1.5x4 II 3 1-0-0 1-5-9 1-0-0 0-5-9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft LJd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.03 Vert(LL) -0.00 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.07 Vert(CT) -0.00 5 >999 180 BCLL 0.0 * Rep Stress lncr YES WB 0.02 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:8 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-5-9 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=48/0-3-8,2=35/Mechanical,3=13/Mechanical Max Horz 5=62(LC 12) Max Uplift 2=-28(LC 12),3=-32(LC 12) Max Gray 5=48(LC 1),2=36(LC 17),3=34(LC 10) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)joint Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 28 lb uplift at joint 2 and 32 lb uplift at `,,,,,��ER 1�I�/4/ ,, 1�P• GENg ti4/ 10 •` ' V\ F•••. • No 22839 * * �: ?`Q OF / I • s`SONA. %to`�� Walter P.Ann PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: October 25,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use.the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Oty Ply Ayers Residence 718487957 J190474-F1 JO4A Jack-Partial Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.320 a Oct 9 2019 MiTek Industries,Inc. Fri Oct 25 13:45:30 2019 Page 1 ID:j1 itT3NgvgtFVTgxMvMyBfyTDP3-POJFh1 BbnOm1 Lo7so2s6a7Re00xWyPbc?SxSh9yPs4p 2-9-0 5-5-15 2-9-0 2-9-0 Scale=1:15.0 2.71 12 2 Io NAILED 6 3X4 1 .. N 10011 ri 5 ' 7 4 3 NAILED 3x4 = 1.5x4 II I 5-5-15 I 5-5-3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) -0.05 4-5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.40 Vert(CT) -0.09 4-5 >677 180 BCLL 0.0 • Rep Stress Incr NO WB 0.01 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:25 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-5-15 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=202/0-6-8,2=143/Mechanical,3=56/Mechanical Max Horz 5=80(LC 8) Max Uplift 5=-82(LC 4),2=-111(LC 4),3=-1(LC 8) Max Gray 5=202(LC 1),2=143(LC 1),3=106(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 82 lb uplift at joint 5,111 lb uplift at joint _0011111//11,, 2 and 1 lb uplift at 6)NAILED"indicates joint ,, 2-12d(0.148"x3.25")toe-nails per NDS guidlines. �� ,P,��........ /4w"fie 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). `,N N4••••�C E N S••. -y "k. LOAD CASE(S) Standard No 2 • 2839 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 • Uniform Loads(plf) Vert:1-2=-54,3-5=-20 •• Concentrated Loads(Ib) =-O Vert:7=-10(B) O F •�1U • ', S;O N `‘� Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: October 25,2019 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTekIS connectors.This design is based only upon parameters shown,and is for an individual building component,not ' a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M Frei( is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI t Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply Ayers Residence T18487958 J190474-F1 JO4B Jack-Partial Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.320 s Oct 9 2019 MiTek Industries,Inc. Fri Oct 25 13:45:31 2019 Page 1 ID:j1 ijT3NgvgtFVTgxMvMyBfyTDP3-tasdvNCDYKutzyi2LmNL6KzrgQJAhssmD6h0DbyPs4o 2-5-2 4-10-4 2-5-2 2-5-2 Scale=1:14.6 2.7112 2 1 NAILED '' 6 354 1 r- O. N La. r% I I 7 4 3 5 NAILED 3x4 1.5x4 II 4-10-4 4-9-8 LOADING (psf) SPACING- 2-0-0 I CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) -0.03 4-5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.31 i Vert(CT) -0.06 4-5 >997 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.01 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 1 Code FBC2017/TPI2014 Matrix-MP Weight:22 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-4 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=172/0-6-8,2=125/Mechanical,3=46/Mechanical Max Horz 5=76(LC 8) Max Uplift 5=-74(LC 4),2=-97(LC 4),3=-24(LC 8) Max Gray 5=172(LC 1),2=125(LC 1),3=93(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 74 lb uplift at joint 5,97 lb uplift at joint 2 `,1111111111 p and 24 lb uplift at joint 3. `0 1 ER P F I 6)"NAILED"indicates 3-10d skew 45 to 135 degrees(0.148"x 3") toe-nails per NDS guidelines. `�``P,V. • ••• /4�1, 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). `�� V C E Ns••• 'v '• • •• V F •••, •i LOAD CASE(S) Standard No 22839 1)Dead+Root Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Z. * * = Uniform Loads(plf) Vert:1-2=-54,3-5=-20 :-0: ;cr.. �:. T$ OF ::t[/ %,,,�C�, • OR,O - \ .� � • ',SS�ONAi_ %ON• S 1111111; Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: October 25,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not 6111 a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall budding design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M fie k. is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.see ANSI/TPl1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Oty Ply Ayers Residence T18487959 J190474-F1 J05 Jack-Open 12 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.320 s Oct 9 2019 MiTek Industries,Inc. Fri Oct 25 13:45:32 2019 Page 1 ID:j1 ijT3NgvgtFVTgxMvMyBfyTDP3-LmQ?6iDrJe0ka6HEvTuafYW?hgW9OH2vSmOZm 1 yPs4n 7-0-0 7-0-0 Scale=1:40.3 2 lel 9.00 12 7 6 rn • t 3x5 1 �i ►A4 5 3x6 11 3 3x611 p 10-8 1 7-0-0 I b 10-8 6-1-8 LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) 0.23 3-4 >348 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.84 Vert(CT) -0.31 3-4 >264 180 BCLL 0.0 * Rep Stress Incr YES WB 0.14 Horz(CT) 0.27 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:28 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP 2250F 1.9E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-6-1 oc bracing. REACTIONS. (lb/size) 5=251/0-5-8,2=183/Mechanical,3=68/Mechanical Max Horz 5=257(LC 12) Max Uplift 2=-189(LC 12),3=-31(LC 12) Max Gray 5=251(LC 1),2=210(LC 17),3=136(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-5=-710/523 BOT CHORD 4-5=-307/261 WEBS 1-4=-687/810 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 6-11-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 1111 I I I I III11 3)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wideR P. /�� will fit between the bottom chord and any other members. `�� ..•• , ,- P� /// 4)Refer to girder(s)for truss to truss connections. �� ,• (,E N 3 ti 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 189 lb uplift at joint 2 and 31 lb uplift at •• F•••, joint 3. No 22839 • • Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: October 25,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. -' Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek. is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication.storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,OSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type 'Qty Ply Ayers Residence T18487960 J190474-F1 J06 Corner Jack 5 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.320 s Oct 9 2019 MiTek Industries,Inc. Fri Oct 25 13:45:32 2019 Page 1 ID:j1 itT3NgvgtFVTgxMvMyBfyTDP3-LmQ?6iDrJeOka6HEvTuafYW?JgaOOIVvSmQZmlyPs4n 5-0-0 I 5-0-0 Scale=1:31.0 2 9.00 12 7 m 3x5 r" 6 1 IL JR4 5 3x6 11 3 2x5 I I I 0-10-8 I 5-0-0 0-10-8 4-1-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) 0.08 3-4 >678 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.63 Vert(CT) -0.10 3-4 >576 180 BCLL 0.0 • Rep Stress Incr YES WB 0.11 Horz(CT) 0.12 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:21 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-10-6 oc bracing. REACTIONS. (lb/size) 5=177/0-5-8,2=129/Mechanical,3=48/Mechanical Max Horz 5=196(LC 12) Max Uplift 2—133(LC 12),3=-39(LC 12) Max Gray 5=177(LC 1),2=148(LC 17),3=96(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-5=-558/404 WEBS 1-4=-524/642 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 4-11-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ,,. I 111111/i, will fit between the bottom chord and any other members. '‘‘%‘ .\ �� E R P. �l/ 4)Refer to girder(s)for truss to truss connections. `%�\\P��•..•• • F/4 ''' 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 133 lb uplift at joint 2 and 39 lb uplift at �� V`,• (,E N, • joint 3. • F••• No 22839 • � . OF • ''SS,ONAl. - 0% �IIIIII Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: October 25,2019 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. -- Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek. is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/lPI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply Ayers Residence T18487961 I J190474-F1 J07 Corner Jack 6 1 'Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.320 s Oct 9 2019 MiTek Industries,Inc. Fri Oct 25 13:45:33 2019 Page 1 ID:j1 ijT3NgvgtFVTgxMvMyBfyTDP3-qy_NK2ET4x8bCGrRTBQpC12F0E-e91M3hQA71TyPs4m 3-0-0 3-0-0 Scale=1:23.0 2 9.00 12 j'I 3x5 a 1 IA ei e � IL . s M/ 4 IIIIIII 2x5 II 5 3 1.5x4 II 0-10-8 3-0-0 1 0-10-8 I 2-1-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) 0.02 3-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.37 Vert(CT) -0.02 3-4 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.07 Horz(CT) -0.04 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:14 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=103/0-5-8,2=75/Mechanical,3=28/Mechanical Max Horz 5=134(LC 12) Max Uplift 2=-78(LC 12),3=-51(LC 12) Max Gray 5=103(LC 1),2=86(LC 17),3=59(LC 10) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-5=-368/273 WEBS 1-4=-346/423 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 4)Refer ot egi der(s)for otru s tottom o truss onnrd and ectionsother members. ����,,1ER 'P,,,,hl , 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 78 lb uplift at joint 2 and 51 lb uplift at % `pS-,..••N5+F/4,, joint 3. ,�� .��C E �.,ti iii ` i No 22839 * * : : - =-ts� 40 :X: O.� S 410/•» :LUQ T'•. °O F . 0 R C? I. S,ON At- _� ,�•• �nilIt Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: October 25,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not legi • a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall ' building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the i fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss 'Truss Type 'Qty Ply 'Ayers Residence TI8487962 J190474-F1 J08 Corner Jack 6 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.320 S Oct 9 2019 MiTek Industries,Inc. Fri Oct 25 13:45:34 2019 Page 1 ID:j t ijT3NgvgtFVTgxMvMyBfyTDP3-19YIXOF5gFGSgQQd1 ux2kzbSbdNduDCCv4vggwyPs41 1-0-0 1-0-0 9.00 12 Scale=1:15.5 2 3x5 _ N N IL ►, 4 5 3 1.5x4 II 1.5x4 11 0-10-8 1)0-9 0-10-8 0-1- LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.05 Vert(LL) -0.00 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.07 Vert(CT) -0.00 5 >999 180 BCLL 0.0 • Rep Stress Incr YES WB 0.04 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:8 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=31/0-5-8,2=23/Mechanical,3=8/Mechanical Max Horz 5=74(LC 12) Max Uplift 5—48(LC 10),2=-23(LC 12),3=-86(LC 12) Max Gray 5=87(LC 12),2=26(LC 17),3=73(LC 10) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vutt=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 48 lb uplift at joint 5,23 lb uplift at joint 211111111111 and 86 lb uplift at joint 3. ��, •so"-c E R P. p��I No 22839 _ . , '• 0 R ‘0.••(-;.• • 0NA1-E ‘S ►111111 Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: October 25,2019 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek. is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. I Tampa,FL 36610 Job Truss Truss Type Oty Ply Ayers Residence T18487963 J190474-F1 J09 Jack-Partial Girder 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.320 s Oct 9 2019 MiTek Industries,Inc. Fri Oct 25 13:45:34 2019 Page 1 ID:j1 ijT3NgvgtFVTgxMvMyBfyTDP3-19YIXOF5gFGSgCtOd1 ux2kzblZdFOuADCv4vggwyPs41 4-11-0 9-10-1 4-11-0 I 4-11-0 3 Scale=1:40.0 Iv 6.38 1E NAILED 9 1 3x5 ' NAILED 2 1111 81 0 N Tn NAILED t tD 1.5x4 I 1,1-1 1 JIIIM ' 10 11 12 5 6 3x8 = NAILED NAILED 4 NAILED 3x4 = 9-10-1 I 0- 9-9-10 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) 0.34 5-6 >340 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.59 Vert(CT) -0.63 5-6 >182 180 BCLL 0.0 * Rep Stress!nor NO WB 0.23 Horz(CT) 0.01 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight 51 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP 2250F 1.9E except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 3=121/Mechanical,4=287/Mechanical,6=377/0-7-0 Max Horz 6=257(LC 8) Max Uplift 3=-112(LC 8),4=254(LC 8),6=-204(LC 8) Max Gray 3=125(LC 25),4=337(LC 25),6=420(LC 27) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-251/180 BOT CHORD 5-6=-263/255 WEBS 2-5=-338/348 NOTES- 1)Wind:ASCE 7-10;Vutt=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide `%0111111111/11 t t t I I I/////� will fit between the bottom chord and any other members. 0 .ER P. ��I 4)Refer to girder(s)for truss to truss connections. ,4.``ps_ •.... F/�III 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 112 lb uplift at joint 3,254 lb uplift at �� V••• C E NS'• -Y ' joint 4 and 204 lb uplift at joint 6. •• V F•••• • 6)"NAILED"indicates 3-10d skew 45 to 135 degrees(0.148"x 3") toe-nails per NDS guidelines. • No 22839 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). * • * = LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 """"0• :CC Uniform Loads(plf) •• 111 OF ;14/ Vert:1-3=-54,4-6=-20 i 0 • ` 4/ Concentrated Loads(Ib) 0, T P•• Vert:9=-53(B)12=-20(B) III< . O R \•. \C? • Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: October 25,2019 -- A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. -' Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M iTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/7911 Duality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply Ayers Residence T18487964 J190474-F1 J10 Jack-Partial Girder 2 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.320 s Oct 9 2019 MiTek Industries,Inc. Fri Oct 25 13:45:35 2019 Page 1 ID:j1 i1T3NgvgtFVTgxMvMyBfyTDP3-mL681kFjbZOJRZ?pacSHHA8Ty1 c8ddkL8kf DMMyPs4k 4-9-8 9-7-0 4-9-8 4-9-8 3 Scale=1:39.0 6.36 12 NAILED 9 NAILED 3x5 2 8 • NAILED 1.5247 1 ' RaIMIIIMMIII.11111111.111.111. 1.111111=iBratt 10 11 12 5 6 3x8 = NAILED NAILED 4 NAILED 3x4 = 9-7-0 0- -6 9-8-10 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) 0.31 5-6 >359 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.56 Vert(CT) -0.57 5-6 >197 180 BCLL 0.0 • Rep Stress Incr NO WB 0.21 Horz(CT) 0.01 3 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix-MSH Weight:50 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP 2250F 1.9E except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=121/Mechanical,4=280/Mechanical,6=366/0-7-0 Max Horz 6=252(LC 21) Max Uplift 3=-i14(LC 8),4=-252(LC 8),6=-198(LC 8) Max Gray 3=124(LC 25),4=331(LC 25),6=409(LC 27) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. BOT CHORD 5-6=-254/246 WEBS 2-5=-327/338 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. ``1111111111 j,, 4)Refer to girders)for truss to truss connections. ,Ot "(ER P. F ll 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 114 lb uplift at joint 3,252 lb uplift at `•`t,'......... •/4i joint 4 and 198 lb uplift at joint 6. �� V•• GENS 6)"NAILED"indicates 3-10d skew 45 to 135 degrees(0.148"x 3") toe-nails per NDS guidelines. •' Vs F•'•. • • 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). • N O 22839 LOAD CASE(S) Standard = 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) —'V Vert:1-3=-54,4-6=-20 O F ; 41 Concentrated Loads(lb) • Vert:9=-53(B)12=-20(B) ...••0'�• P;•* �� • S 'ell,°NAL;to`• Waiter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: October 25,2019 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not1111. a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek. is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd, Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. - Tampa,FL 36610 Job Truss Truss Type Oty Ply Ayers Residence T18487965 J190474-F1 J11 Jack-Open 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.320 s Oct 9 2019 MiTek Industries,Inc. Fri Oct 25 13:45:36 2019 Page 1 ID:j1 ijT3NgvgtFVTgxMvMyBfyTDP3-EXgWy4GLMsWA3ja?8JzWpOggRRx6M6TVNOOnvoyPs4j 10.81 7-8-9 10-8 6-10-1 0-4- 3x4 .. Scale=1:47.3 4 3x4 ,- 9.00FIT3 9 8 n o • 1.5x4 II 3x5 2 1.0 EN fit 7 6 5 2x5 I I 6x6 = r0-81 4-0-8 I 8-1-0 0-8 3-2-0 4-0-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) 0.36 5-6 >264 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.58 Vert(CT) -0.43 5-6 >220 180 BCLL 0.0 * Rep Stress Incr YES WB 0.11 Horz(CT) 0.35 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:38 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, 1-4:2x4 SP 2250F 1.9E except end verticals. BOT CHORD 2x4 SP 2250F 1.9E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (lb/size) 7=291/0-5-8,4=188/Mechanical,5=103/Mechanical Max Horz 7=282(LC 12) Max Uplift 4=-i96(LC 12),5=-43(LC 12) Max Gray 7=291(LC 1),4=219(LC 17),5=145(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-7=-680/496,1-2=-309/238 BOT CHORD 6-7=-328/284 WEBS 1-6=-562/649 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 8-0-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 , 0111111//iii. , 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. � ERP ie, 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide •%‘-‘P. ,.••• F ,,11�j will fit between the bottom chord and any other members. � V. \C ENS••///4' 4)Refer to girder(s)for truss to truss connections. •• F'••. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 196 lb uplift at joint 4 and 43 lb uplift at No 22839 joint 5. *: • * • • .,5'S�O NAL..04 •• Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: October 25,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Oty Ply Ayers Residence T18487966 J190474-F1 J12 Jack-Open 6 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.320 s Oct 9 2019 MiTek Industries,Inc. Fri Oct 25 13:45:37 2019 Page 1 ID:j1 ijT3NgvgtFVTgxMvMyByTDP3-ikEu9OH_7Af1 ht9Ci 1 UIMbDrBrH?5Zfec28KRFyPs4i Q 10 8 4-0-8 8-1-0 0 10-81 3.2-0 4-0-8 3 Scale=1:46.3 IrI 9.00 12 8 7 co 1.5x4 11 r: 3x5 2 i� ,I ■1 I• l INIMEMMEMMEMMOr CA 6 5 4 3x6 II 6x6 = r110-81 8-1-0 0 8 7-2-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) 0.37 4-5 >255 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.60 Vert(CT) -0.44 4-5 >215 180 BCLL 0.0 • Rep Stress Incr YES WB 0.12 Horz(CT) 0.32 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight 34 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP 2250F 1.9E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP 2250F 1.9E except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=291/0-5-8,3=187/Mechanical,4=104/Mechanical Max Horz 6=290(LC 12) Max Uplift 3=-201(LC 12),4=-45(LC 12) Max Gray 6=291(LC 1),3=220(LC 17),4=145(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-6=-713/527,1-2=-324/255 BOT CHORD 5-6=-339/293 WEBS 1-5=-579/670 NOTES- 1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 8-0-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `,0011111119.11�' 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ER P 1I 00 will fit between the bottom chord and any other members. `����1\/?` •...•• . FIA / 4)Refer to girder(s)for truss to truss connections. �� V.•• c E Ns *. ti 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 201 lb uplift at joint 3 and 45 lb uplift at F� . • joint4. No 22839 *: :* TA OF 14 �'.O��S• OR �OP ��` 'its� 0NAt-100 Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: October 25,2019 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. -- Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use.the bidding designer must verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek. is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. : Tampa,FL 36610 Job Truss Truss Type Oty Ply Ayers Residence 718487967 J190474-F1 J13 Corner Jack 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.320 6 Oct 9 2019 MiTek Industries,Inc. Fri Oct 25 13:45:37 2019 Page 1 ID:j 1 ijT3NgvgtFVTgxMvMyBfyTDP3-ikEu9OH_7Af1 ht9Ci l UIMbDsRrDK5YHec28KRFyPs4i 7-0-0 I 7-0-0 Scale=1:40.3 2 9.00 12 7 6 a • 3x5 1 L�i % h ►_. ►.4 53x6 1\ 3 3x6 II 10-8 I 7-0-0 I 10-8 6-1-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) 0.23 3-4 >348 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.84 Vert(CT) -0.31 3-4 >264 180 BCLL 0.0 • Rep Stress lncr YES WB 0.14 Horz(CT) 0.27 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:28 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP 2250F 1.9E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-6-1 oc bracing. REACTIONS. (lb/size) 5=251/0-5-8,2=183/Mechanical,3=68/Mechanical Max Horz 5=257(LC 12) Max Uplift 2=189(LC 12),3=-31(LC 12) Max Gray 5=251(LC 1),2=210(LC 17),3=136(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-5=-710/523 BOT CHORD 4-5=-307/261 WEBS 1-4=-687/810 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 6-11-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. `11111 I I 1//��� 3)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide �� E R P. ••i will fit between the bottom chord and any other members. `45\\ .. ..•• F//� 4)Refer to girder(s)for truss to truss connections. V`,•• (,E/�S'• 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 189 lb uplift at joint 2 and 31 lb uplift at •• V F••••• • joint 3. 0. • No 22839 • O'.• A F • . 1/49/0 • .... ' Walter P.Finn PE No.22839 MiTek LISA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: October 25,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. -' Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek. is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI TPII Quality Criteria,DSB-89 end BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. — Tampa,FL 36610 Job Truss Truss Type Oty Ply Ayers Residence T18487968 J190474-F1 J14 Jack-Partial Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.320 s Oct 9 2019 MiTek Industries,Inc. Fri Oct 25 13:45:38 2019 Page 1 ID:j1 ijT3NgvgtFVTgxMvMyBfyTDP3-AwnGNmlcuUnull kOGk?_upmz4FcMgvjogittzhyPs4h 5-8-3 11-4-7 5-8-3 5-8-3 / N NAILED 3 IIj I< Scale=1:41.7 11 b ' 6.36 12 NAILED 3x5 i 10I 2 NAILED g 'n bm A � 11 I NAILED 3x5 � 8 1 �j a g m 12 13 14 15 5 6 7 4 NAILED NAILED NAILED NAILED 1.5x4 H 3x4 = 3x4 = 0-Q-6 5-8-3 I 11-4-7 I 046 5-7-13 5-8-3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) 0.07 5-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.66 Vert(CT) -0.14 5-6 >981 180 BCLL 0.0 * Rep Stress lncr NO WB 0.51 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight:62 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-10-5 oc bracing. REACTIONS. (lb/size) 7=459/0-7-0,3=200/Mechanical,4=386/Mechanical Max Horz 7=290(LC 8) Max Uplift 7=-259(LC 8),3=-206(LC 8),4=-328(LC 8) Max Gray 7=506(LC 27),3=205(LC 25),4=448(LC 25) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-7=-427/200,1-2=-534/240 BOT CHORD 6-7=-303/134,5-6=-403/465 WEBS 1-6=-193/413,2-6-84/278,2-5=-601/521 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 0,‘0%11111i/1i will fit between the bottom chord and any other members. 0 ER P. 'I, 4)Refer to girder(s)for truss to truss connections. `.'``P��.......• F/4,�e, 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 259 lb uplift at joint 7,206 lb uplift at n• V_,••,,C E N S ti 44. , joint 3 and 328 lb uplift at joint 4. 4 •" V F•"• 6)"NAILED"indicates 3-10d skew 45 to 135 degrees(0.148"x 3") toe-nails per NDS guidelines. No 22839 2 8 3 9 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). • • LOAD CASE(S) Standard • — 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 " -.0{�. (r Uniform Loads(plf) T. Y • A F .' Vert:1-3=-54,4-7=-20 i 0 .'�4(/ Concentrated Loads(Ib) %'�••• O P;• �• Vert:10=-53(F)11=-107(F)14=-20(F)15=-40(F) ,j�s'•.•0 R \, C `N ,'"i.51ONA� ".\-0‘‘‘.% Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: October 25,2019 I e.... A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek. is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSYTPII Quality Criteria,OSB-89 end BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. I Tampa,FL 36610 Job Truss Truss Type Qty Ply Ayers Residence T18487969 J190474-F1 J15 Corner Jack 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.320 s Oct 9 2019 MiTek Industries,Inc. Fri Oct 25 13:45:39 2019 Page 1 ID:j1 i11jT3NgvgtFVTgxMvMyBfyTDP3-e6Lea6l EfnvlwBJapRXDROlDFev?ZSdx3MdRV7yPs4g 6-10-0 6-10-0 2 Scale=1:41.8 / 9.00 12 7 6 3x5 1 E4 4 5 3 3x6 I I 3x6 II 10-81 6-10-0 108 5-11-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) (/deft Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) 0.24 3-4 >333 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.30 3-4 >264 180 BOLL 0.0 * Rep Stress Incr YES WB 0.15 Horz(CT) 0.30 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:28 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP 2250F 1.9E TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 3-9-0 oc bracing. REACTIONS. (lb/size) 5=245/0-3-8,2=179/Mechanical,3=66/Mechanical Max Horz 5=256(LC 12) Max Uplift 2=184(LC 12),3=-36(LC 12) Max Gray 5=245(LC 1),2=205(LC 17),3=133(LC 3) FORCES. (Ib)-Max.CompiMax.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-5=-771/576 BOT CHORD 4-5=-305/259 WEBS 1-4=-734/866 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 6-9-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,`�I11111 //��, 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide •‘‘ ER P. �lI will fit between the bottom chord and any other members. �••`P,L- ..•• 4)Refer to girder(s)for truss to truss connections. �� V.•• CENs••. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 184 lb uplift at joint 2 and 36 lb uplift at •• F • joint 3. • No 22839 ▪ *; :* ▪ 0•: • OF :��U� ,.••% ORks'• • •�'`• '•,�,s`S,/�NA ESC?•• . 11111 • Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: October 25,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MfI-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP/f Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply Ayers Residence T18487970 J190474-F1 J16 Corner Jack 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.320 5 Oct 9 2019 MiTek Industries,Inc. Fri Oct 25 13:45:40 2019 Page 1 ID:j 1 ijT3NgvgtFVTgxMvMyBfyTDP3-6Jv1 oRJsQ51 cYLunN92S_ErNp2HcIwM410M_2ZyPs4f 4-10-0 4-10-0 Scale=1:30.4 2 III 9.00 12 7 • ' � N 3x5 cu' 16 iet 111. - 42x5 II 5 3x6 11 3 10-10-8 I 4-10-0 0-10-8 3-11-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) 0.08 3-4 >661 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.67 Vert(CT) -0.10 3-4 >582 180 BCLL 0.0 * Rep Stress!nor YES WB 0.12 Horz(CT) 0.13 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:21 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-6-15 oc bracing. REACTIONS. (lb/size) 5=171/0-3-8,2=125/Mechanical,3=46/Mechanical Max Horz 5=195(LC 12) Max Uplift 2=-129(LC 12),3=-45(LC 12) Max Gray 5=171(LC 1),2=143(LC 17),3=93(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-5=-603/443 WEBS 1-4=-556/682 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 4-9-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 0111111/g/4 will fit between the bottom chord and any other members. SS, ER P 4)Refer to girder(s)for truss to truss connections. `%S``P\,� " ......... ' I/ 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 129 lb uplift at joint 2 and 45 lb uplift at . �� V.• G E N S •• 'Y joint 3. • • • No 22839 *: .* : OF IQ/: Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: October 25,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not ' a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply Ayers Residence T18487971 J190474-F1 J17 Jack-Partial Girder 1 1 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.320 s Oct 9 2019 MiTek Industries,Inc. Fri Oct 25 13:45:40 2019 Page 1 ID:j 1 i1T3NgvgtFVTgxMvMyBfyTDP3-6Jvl oRJsQ51 cYLunN92S_ErKF2lelgp410M_2ZyPs4f I 5-6-11 i 11-1-7 5-6-11 5-6-11 NAILED, Scale=1:41.0 11 1 6.36 12 NAILED IIIL 10 3x5 1 2 NAILED v> 9 N n 1 cP n N r:- 1,n NAILED 3x5 % 81 1,-1 11 -11 ►MI 12 13 14 15 5 6 7 4 NAILED NAILED 3x4 = NAILED 1.5x4 II 3x4 = NAILED 0- 5-6-11 i 11-1-7 0 0 6 5-6-5 5.6-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) 0.07 5-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.60 Vert(CT) -0.12 5-6 >999 180 ' BCLL 0.0 * Rep Stress Incr NO WB 0.48 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight:61 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-11-5 oc bracing. REACTIONS. (lb/size) 7=444/0-7-0,3=205/Mechanical,4=375/Mechanical Max Horz 7=285(LC 21) Max Uplift 7=-251(LC 8),3=-212(LC 8),4=-329(LC 8) Max Gray 7=491(LC 27),3=209(LC 25),4=441(LC 25) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-7=-414/194,1-2=-513/232 BOT CHORD 6-7=-296/132,5-6=-391/446 WEBS 1-6=-183/396,2-6=-91/266,2-5=-579/507 NOTES- 1)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ,`1111111111111 will fit between the bottom chord and any other members. `��1 ERP r /,,, 4)Refer to girder(s)for truss to truss connections. ♦` / ,"4 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 251 lb uplift at joint 7,212 lb uplift at ,�� V. C E Ns -y ' . joint 3 and 329 lb uplift at joint 4. •• V F•••. •6)"NAILED"indicates 3-10d skew 45 to 135 degrees(0.148"x 3") toe-nails per NDS guidelines. No 22839 7)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). • • LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 -0 de Uniform Loads(plf) I 1jj�OF .-C/ Vert:1-3=-54,4-7=-20 .•0I .• 40 Concentrated Loads(Ib) •,•,_4‘.0. �( P;•• �• Vert:10=-49(B)11=-109(B)14=-18(B)15=-41(B) i,�,S•. NAL•..``•�� 111111111 Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: October 25,2019 t • A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not �� a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply Ayers Residence a� T18487972 J190474-F1 RFG2-01 HIP GIRDER 1 2 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.320 s Oct 9 2019 MiTek Industries,Inc. Fri Oct 25 13:45:44 2019 Page 1 ID:j1 ijT3NgvgtFVTgxMvMyBfyTDP3-?49XdpMNUKX 10yBYc?6O840zGfebEaJgDeKCBLyPs4b 3-7-0I 7-11-0 I 12-3-11 I 16-4-13 I 20-9-8 2� 7 3-7-0 4-4-0 4-4-11 4-1-3 4-4-11 0'-10 NAILED Special NAILED NAILED 5x5 ., Scale=1:54.8 5x5 = 4x4 = NAILED NAILED 3x4 = NAILED 6x6 = NAILED 3 14 15 4 1617 18 5 19 20 6 7 21 i 711l=11mM1IMI liti 13 l• 9.00 12 4x7 �i \ 2 72 d 2x5 n n LI' \IINIB IBM IIN �1�1�111�1111■■■1I11ri11111rnr irnrit!rnr iuIr urIr iIP.i. 12 11 22 23 24 25 26 27 28 29 30 31 32 10 3334 35 36 37 38 9 839 5x8 I I HHUS46 HHUS46 12x14 MT2OHS = NAILED NAILED 8x8 = NAILED NAILED 5x8 M18SHS II HHUS46 Special NAILED HHUS46 NAILED HHUS46 8x8 = HHUS46 Special HHUS46 HHUS46 HHUS46 NAILED HHUS46 HHUS46 7-11-0 14-44 20-9-821-7-8 7-11-0 6-5-4 6-5-4 10-0 Plate Offsets(X,Y)— [3:0-3-0,0-2-0],[7:0-2-0,0-1-12],[8:Edge,0-3-8],[9:0-1-12,0-4-4],[10:0-4-0,0-4-8],[11:06-0,Edge],[12:0-4-12,0-3-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.87 Vert(LL) -0.14 11-12 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.73 Vert(CT) -0.24 11-12 >999 360 MT2OHS 187/143 BCLL 0.0 * Rep Stress Incr NO WB 0.76 Horz(CT) 0.03 8 n/a n/a M18SHS 244/190 BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Wind(LL) 0.06 10-11 >999 240 Weight:382 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-7 oc purlins, BOT CHORD 2x6 SP DSS except end verticals. WEBS 2x4 SP No.2`Except` BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 7-8:2x4 SP 2250F 1.9E WEBS T-Brace: 2x4 SP No.2-7-8,2-12 OTHERS 2x4 SP No.2`Except` 2x6 SP No.2-5-9 1-12:2x4 SP 2250F 1.9E Fasten(2X) T and I braces to narrow edge of web with 10d (0.1315(31 nails,6in o.c.,with 3in minimum end distance. Brace must cover 90%of web length. REACTIONS. (lb/size) 8=5166/Mechanical,12=5171/0-3-8 Max Horz 12=351(LC 24) Max Uplift 8=-913(LC 5),12=-437(LC 8) Max Gray 8=6861(LC 2),12=7030(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-815/106,2-3=-6346/1031,3-4=-4892/866,4-5=-4384/760,5-6=-712/201, 6-7=-1056/324,1-12=-597/102,7-8=6168/792 BOT CHORD 11-12=-580/4686,10-11=-872/4724,9-10=-630/3382 WEBS 3-11=-337/2771,6-9=-618/336,4-11=-231/399,4-10=-1358/352,5-10=-555/3757, 5-9=-5368/943,7-9=-675/5411,2-12=-6419/474,2-11=-767/648 `,`111111 11111//iiI N•\\ E.R P. p ,, 1)NOTES-ply truss to be connected together with 10d(0.131"x3")nails as follows: •% V_P\' C E•N S••/•ti °ice Top chords connected as follows:2x4-1 row at 1-0-0 oc. •• F••• Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. • Webs connected as follows:2x4-1 row at 1-0-0 oc. gg N o 2 2$3 9 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to Z *: ••* • ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. — 3)Unbalanced roof live loads have been considered for this design. "" -9% CC 4)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. i'33 A F .• / II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber i 0 •, : zv DOL=1.60 plate grip DOL=1.60 i 4' ••,••• O R `c\''..• ,�• 5)Provide adequate drainage to prevent water ponding. ,••... .. `• �? 6)All plates are MT20 plates unless otherwise indicated. 'a S0" • •�\ %•� 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �Ii�,, N A;1111`, 8)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. Walter P.Finn PE INo.22839 9)Refer to girder(s)for truss to truss connections. MiTek USA,Inc.FL Cert 6634 10) Bearing at joint(s)12 considers parallel to grain value using ANSI/I-PI 1 angle to grain formula. Building designer should verify 6904 Parke East Blvd.Tampa FL 33610 capacity of bearing surface. Date: 11) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 913 lb uplift at joint 8 and 437 lb uplift October 25,2019 ":nntlidiit7i11bh21Rne 2 I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEN REFERENCE PAGE MIl-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,notre ' • a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing !SA iia k. is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/71,11 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. I Tampa,FL 36610 Job Truss Truss Type Qty Ply Ayers Residence T18487972 J190474-F1 RFG2-01 HIP GIRDER 1 2 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.320 s Oct 9 2019 MiTek Industries,Inc. Fri Oct 25 13:45:44 2019 Page 2 ID:j1 ijT3NgvgtFVTgxMvMyBfyTDP3-?49XdpMNUKX10yBYc?60840zGfebEaJgDeKCBLyPs4b NOTES- 12)Load case(s)1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22,23,24,25,26,27,28,29,30,31,32 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 13)Use Simpson Strong-Tie HHUS46(14-10d Girder,6-10d Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting at 0-10-12 from the left end to 20-4-12 to connect truss(es)to back face of bottom chord. 14)Fill all nail holes where hanger is in contact with lumber. 15)"NAILED"indicates 3-10d Nails(0.148"x 3") toe-nails per NDS guidelines. 16)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)366 lb down and 498 lb up at 7-11-0 on top chord,and 385 lb down and 357 lb up at 7-8-14,and 391 lb down and 357 lb up at 8-1-2 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 17)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. LOAD CASE(S) 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-3=-100,3-6=-220,6-7=-100,8-12=-20 Concentrated Loads(lb) Vert:3=-488(F=-122)6=-366 11=-347(F)9=-244(B)10=-161(B)2=-1144 14=-87(F)15=-87(F)17=-87(F)18=-87(F)19=-87(F)20=-87(F)21=-119(F)22=-323(B) 23=-235(B)24=-235(B)25=-235(B)26=-358(F)27=-215(B)28=-84(F)29=-161(B)30=-84(F)31=-161(B)32=-84(F)33=-84(F)35=-161(B)36=-84(F)37=-161(B) 38=-84(F)39=-89(F) 2)Dead+0.75 Roof Live(balanced)+0.75 Uninhab.Attic Storage+0.75 Attic Floor:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-3=-80,3-6=-185,6-7=-80,12-29=-20,29-32=-50,32-34=-20,34-37.50,8-37=-20 Concentrated Loads(Ib) Vert:3=-315(F=-104)6=-327 11=-306(F)9=-771(B)10=-524(B)2=-1017 13=-116 14=-74(F)15=-74(F)17=-74(F)18=-74(F)19=-74(F)20=-74(F)21=-100(F) 22=-846(B)23=-609(B)24=-609(B)25=-609(B)26=-316(F)27=-684(B)28=-78(F)29=-524(B)30=-78(F)31=-524(B)32=-78(F)33=-78(F)35=-524(B)36=-78(F) 37=-524(B)38=-78(F)39=-83(F) 3)Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-20,3-6=-80,6-7=-20,8-12=-40 Concentrated Loads(Ib) Vert:3=-262(F=-51)6=-211 11=-313(F)2=-637 14=-47(F)15=-47(F)17=-47(F)18=-47(F)19=-47(F)20-47(F)21-54(F)26=-318(F)28=-105(F)30=-105(F) 32=-105(F)33=-105(F)36=-I05(F)38_105(F)39=-117(F) 4)Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=5,3-16=-15,6-16=-36,6-7=20,8-12=-6 Horz:1-3=-13,6-7=29,1-12=21,7-8=25 Concentrated Loads(Ib) Vert:3=136(F=347)6=211 11=337(F)2=-637 14=156(F)15=156(F)17=171(F)18=177(F)19=177(F)20=177(F)21=180(F)26=337(F)28=51(F)30=51(F) 32=51(F)33=51(F)36=51(F)38=51(F)39=47(F) 5)Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=20,3-14=-36,6-14=-15,6-7=5,8-12=-6 Horz:1-3=-29,6-7=13,1-12=-25,7-8=-21 Concentrated Loads(Ib) Vert:3=137(F=348)6=-211 11=337(F)2=-637 14=165(F)15=156(F)17=156(F)18=156(F)19=156(F)20=156(F)21=178(F)26=337(F)28=51(F)30=51(F) 32=51(F)33=51(F)36=51(F)38=51(F)39=47(F) 6)Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-35,3-6=-81,6-7=-6,8-12=-20 Horz:1-3=15,6-7=14,1-12=36,7-8=10 Concentrated Loads(Ib) Vert:3=287(F=498)6=-211 11=357(F)2=-637 14=222(F)15=222(F)17=222(F)18=222(F)19=222(F)20=222(F)21=205(F) 26=357(F)28=65(F)30=65(F)32=65(F)33=65(F)36=65(F)38=65(F)39=57(F) 7)Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-6,3-6=-81,6-7=-35,8-12=-20 Horz:1-3=-14,6-7=-15,1-12=10,7-8=-36 Concentrated Loads(Ib) Vert:3=246(F=457)6=-211 11=357(F)2=-637 14=222(F)15=222(F)17=222(F)18=222(F)19=222(F)20=222(F)21=215(F) 26=357(F)28=65(F)30=65(F)32=65(F)33=65(F)36=65(F)38=65(F)39=57(F) 8)Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=33,3-6=-27,6-7=33,8-12=6 Horz:1-3=-41,6-7=41,1-12=-32,7-8=32 Concentrated Loads(Ib) Vert:3=115(F=326)6=-211 11=337(F)2=-637 14=168(F)15=168(F)17=168(F)18=168(F)19=168(F)20=168(F)21=173(F) 26=337(F)28=51(F)30=51(F)32=51(F)33=51(F)36=51(F)38=51(F)39=47(F) 9)Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=18,3-6=-42,6-7=18,8-12=-6 Horz:1-3=-26,6-7=26,1-12=-32,7-8=32 Concentrated Loads(Ib) Vert:3=157(F=368)6=-211 11=337(F)2=-637 14=183(F)15=183(F)17=183(F)18=183(F)19=183(F)20=183(F)21=183(F) 26=337(F)28=51(F)30=51(F)32=51(F)33=51(F)36=51(F)38=51(F)39--47(F) 10) Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 S',ontinued on oaae 3 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI TPII Qualify Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply Ayers Residence T18487972 J190474-F1 RFG2-01 HIP GIRDER 1 n G Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.320 s Oct 9 2019 MiTek Industries,Inc. Fri Oct 25 13:45:44 2019 Page 3 ID:j1 ijT3NgvgtFVTgxMvMyBfyTDP3-?49XdpMNUKX10yBYc?6O840zGfebEaJgDeKCBLyPs4b LOAD CASE(S) Uniform Loads(plf) Vert:1-3=-21,3-6=-81,6-7=-21,8-12=-20 Horz:1-3=1,6-7=-1,1-12=-17,7-8=17 Concentrated Loads(Pb) Vert:3=267(F=478)6=-211 11=357(F)2=-637 14=222(F)15=222(F)17=222(F)18=222(F)19=222(F)20=222(F)21=210(F)26=357(F)28=65(F)30=65(F) 32=65(F)33=65(F)36=65(F)38=65(F)39=57(F) 11) Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-21,3-6=-81,6-7=-21,8-12=-20 Horz:1-3=1,6-7=-1,1-12=-17,7-8=17 Concentrated Loads(Pb) Vert:3=267(F=478)6=-211 11=357(F)2=-637 14=222(F)15=222(F)17=222(F)18=222(F)19=222(F)20=222(F)21=210(F)26=357(F)28=65(F)30=65(F) 32=65(F)33=65(F)36=65(F)38=65(F)39=57(F) 12) Dead+Uninhabitable Attic Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-20,3-6=-80,6-7=-20,12-29=-20,29-32=-60,32-34=-20,34-37=-60,8-37=-20 Concentrated Loads(Pb) Vert:3=-260(F=-49)6=-211 11=-185(F)9=-947(B)10=-645(B)2=-637 14=-36(F)15=-36(F)17=-36(F)18=-36(F)19=-36(F)20=-36(F)21=-43(F)22=-1021(B) 23=-733(B)24=-733(B)25=-733(B)26=189(F)27=-841(B)28=-57(F)29=-645(B)30=-57(F)31=-645(B)32=-57(F)33=-57(F)35=-645(B)36=-57(F)37=-645(B) 38=-57(F)39=-63(F) 13)Dead+0.75 Roof Live(bal.)+0.75 Uninhab.Attic Storage+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-91,3-6=-186,6-7=-70,12-29=-20,29-32=-50,32-34=-20,34-37=-50,8-37=-20 Horz:1-3=11,6-7=10,1-12=27,7-8=8 Concentrated Loads(Pb) Vert:3=161(F=372)6=-327 11=255(F)2=-1017 13=-116 14=164(F)15=164(F)17=164(F)18=164(F)19=164(F)20=164(F)21=150(F)26=254(F)28=47(F) 30=47(F)32=47(F)33=47(F)36=47(F)38=47(F)39=39(F) 14)Dead+0.75 Roof Live(bal.)+0.75 Uninhab.Attic Storage+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-70,3-6=-186,6-7=-91,12-29=-20,29-32=-50,32-34=-20,34-37=-50,8-37=-20 Horz:1-3=-10,6-7=-11,1-12=-8,7-8=-27 Concentrated Loads(Pb) Vert:3=130(F=341)6=-327 11=255(F)2=-1017 13=-116 14=164(F)15=164(F)17=164(F)18=164(F)19=164(F)20=164(F)21=157(F)26=254(F)28=47(F) 30=47(F)32=47(F)33=47(F)36=47(F)38=47(F)39=39(F) 15) Dead+0.75 Roof Live(bal.)+0.75 Uninhab.Attic Storage+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-81,36-186,6-7=81,12-29=20,29-32=-50,32-34=-20,34-37=-50,8-37=-20 Horz:1-3=1,6-7=1,1-12=-13,7-8=13 Concentrated Loads(Pb) Vert:3=146(F=357)6=-327 11=255(F)2=-1017 13=-116 14=164(F)15=164(F)17=164(F)18=164(F)19=164(F)20=164(F)21=153(F)26=254(F)28=47(F) 30=47(F)32=47(F)33=47(F)36=47(F)38=47(F)39=39(F) 16)Dead+0.75 Roof Live(bal.)+0.75 Uninhab.Attic Storage+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-81,3-6=-186,6-7=-81,12-29=-20,29-32=-50,32-34=-20,34-37=-50,8-37=-20 Horz:1-3=1,6-7=-1,1-12=-13,7-8=13 Concentrated Loads(Pb) Vert:3=146(F=357)6=-327 11=255(F)2=-1017 13=-116 14=164(F)15=164(F)17=164(F)18=164(F)19=164(F)20=164(F) 21=153(F)26=254(F)28=47(F)30=47(F)32=47(F)33=47(F)36=47(F)38=47(F)39=39(F) 17) 1st Dead+Roof Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-3=-100,3-6=-220,6-7=-20,8-12=-20 Concentrated Loads(Pb) Vert:3=-488(F=-122)6=-366 11=-347(F)9=-244(B)10=-161(B)2=-1144 14=-87(F)15=-87(F)17=-87(F)18=-87(F) 19=-87(F)20=-87(F)21=-146(F)22=-323(B)23=-235(B)24=-235(B)25=-235(B)26=-358(F)27=-215(B)28=-84(F) 29=-161(B)30=-84(F)31=-161(B)32=-84(F)33=-84(F)35=-161(B)36=-84(F)37=-161(B)38=-84(F)39=-89(F) 18)2nd Dead+Roof Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-3=-20,3-6=-220,6-7=-100,8-12=-20 Concentrated Loads(Pb) Vert:3=-601(F=-235)6=-366 11=-347(F)9=-244(B)10=-161(B)2=-1144 14=-87(F)15=-87(F)17=-87(F)18=-87(F) 19=-87(F)20=-87(F)21=-119(F)22=-323(B)23=-235(B)24=-235(B)25=-235(B)26=-358(F)27=-215(B)28=-84(F) 29=-161(B)30=-84(F)31=-161(B)32-84(F)33=-84(F)35=-161(B)36=-84(F)37=-161(B)38=-84(F)39=-89(F) 19)3rd Dead+0.75 Roof Live(unbalanced)+0.75 Uninhab.Attic Storage+0.75 Attic Floor.Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-3=-80,3-6=-185,6-7=-20,12-29=-20,29-32=-50,32-34=-20,34-37=-50,8-37=20 Concentrated Loads(Ib) Vert:3=-315(F=-104)6=-327 11=-306(F)9=-771(B)10=-524(B)2=-1017 13=-116 14=-74(F)15=-74(F)17=-74(F) 18=-74(F)19=-74(F)20=-74(F)21=-120(F)22=-846(B)23=-609(B)24=609(B)25=609(B)26=-316(F)27=-684(B) 28=-78(F)29=-524(B)30=-78(F)31=-524(B)32=-78(F)33=-78(F)35=-524(B)36=-78(F)37=-524(B)38=-78(F)39=-83(F) 20)4th Dead+0.75 Roof Live(unbalanced)+0.75 Uninhab.Attic Storage+0.75 Attic Floor:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-3=-20,3-6=-185,6-7=-80,12-29=-20,29-32=-50,32-34=-20,34-37=-50,8-37=-20 S:nntinied nn nave 4 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not ��• a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe k is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPII Quality Criteria,OSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply Ayers Residence T18487972 J190474-F1 RFG2-01 HIP GIRDER 1 n L Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.320 s Oct 9 2019 MiTek Industries,Inc. Fri Oct 25 13:45:44 2019 Page 4 ID:jlijT3NgvgtFVTgxMvMyBfyTDP3-?49XdpMNUKX10yBYc?6O840zGfebEaJgDeKCBLyPs4b LOAD CASE(S) Concentrated Loads(Ib) Vert:3=-400(F=-189)6=-327 11=-306(F)9=-771(B)10=-524(B)2=-1017 13=-116 14=-74(F)15=-74(F)17=-74(F)18=-74(F)19=-74(F)20=-74(F)21=-100(F) 22=-846(B)23=609(B)24=609(B)25=-609(B)26=-316(F)27=-684(B)28=-78(F)29=-524(B)30=-78(F)31=-524(B)32=-78(F)33=-78(F)35=-524(B)36=-78(F) 37=-524(B)38=-78(F)39=-83(F) 21) Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=5,3-16=-15,6-16=-36,6-7=20,8-12=-6 Horz:1-3=-13,6-7=29,1-12=21,7-8=25 Concentrated Loads(Ib) Vert:3=-555(F=-344)6=-211 11=-362(F)2=-637 14=-189(F)15=-189(F)17=-174(F)18=-168(F)19=-168(F)20=-168(F)21=-158(F)26=-365(F)28=-100(F) 30=-100(F)32=-100(F)33=-100(F)36=-100(F)38=-100(F)39=-100(F) 22) Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=20,3-14=-36,6-14=-15,6-7=5,8-12=-6 Horz:1-3=-29,6-7=13,1-12=-25,7-8=-21 Concentrated Loads(Ib) Vert:3=-555(F=-344)6=-211 11=-362(F)2=637 14=-180(F)15=-189(F)17=-189(F)18=-189(F)19=-189(F)20=-189(F)21=-160(F)26=-365(F)28=-100(F) 30=-100(F)32=100(F)33=-100(F)36=-100(F)38=-100(F)39=-100(F) 23) Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-35,3-6=-81,6-7=-6,8-12=-20 Horz:1-3=15,6-7=14,1-12=36,7-8=10 Concentrated Loads(Ib) Vert:3=-405(F=-194)6=-211 11=-342(F)2=-637 14=-123(F)15=-123(F)17=-123(F)18=-123(F)19=-123(F)20=-123(F)21=-133(F)26=-345(F)28=-86(F) 30=-86(F)32=-86(F)33=-86(F)36=-86(F)38=-86(F)39=-91(F) 24) Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-6,3-6=-81,6-7=-35,8-12=-20 Horz:1-3=-14,6-7=-15,1-12=-10,7-8=-36 Concentrated Loads(Ib) Vert:3=-446(F=-235)6=-211 11=-342(F)2=-637 14=-123(F)15=-123(F)17=-123(F)18=-123(F)19=-123(F)20=-123(F)21=-123(F)26=-345(F)28=-86(F) 30=-86(F)32=-86(F)33=-86(F)36=-86(F)38=-86(F)39=-91(F) 25) Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=33,3-6=-27,6-7=33,8-12=6 Horz:1-3=-41,6-7=41,1-12=-32,7-8=32 Concentrated Loads(Ib) Vert:3=-577(F=-366)6=-211 11=-362(F)2=-637 14=-177(F)15=-177(F)17=-177(F)18=-177(F)19=-177(F)20=-177(F)21=-165(F)26=-365(F)28=-100(F) 30=-100(F)32=-100(F)33=-100(F)36=-100(F)38=-100(F)39=-100(F) 26) Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=18,3-6=42,6-7=18,8-12=-6 Horz:1-3=26,6-7=26,1-12=-32,7-8=32 Concentrated Loads(Ib) Vert:3=-534(F=-323)6=-211 11=-362(F)2=-637 14=-162(F)15=-162(F)17=-162(F)18=-162(F)19=-162(F)20=-162(F)21=-155(F)26=-365(F)28=-100(F) 30=-100(F)32=-100(F)33=-100(F)36=-100(F)38=-100(F)39=-100(F) 27) Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-21,36=-81,6-7=-21,8-12=-20 Horz:1-3=1,6-7=-1,1-12=-17,7-8=17 Concentrated Loads(Ib) Vert:3=-425(F=-214)6=-211 11=-342(F)2=-637 14=-123(F)15=-123(F)17=-123(F)18=-123(F)19=-123(F)20=-123(F) 21=-128(F)26=-345(F)28=-86(F)30=-86(F)32=-86(F)33=-86(F)36=-86(F)38=-86(F)39=-91(F) 28) Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-21,3-6=-81,6-7=-21,8-12=-20 Horz:1-3=1,6-7=-1,1-12=-17,7-8=17 Concentrated Loads(Ib) Vert:3=-425(F=-214)3=-425(F=-214)6=-211 11=-342(F)2=-637 14=-123(F)15=-123(F)17=-123(F)18=-123(F)19=-123(F)20=-123(F) 21=-128(F)26=-345(F)28=-86(F)30=-86(F)32=-86(F)33=-86(F)36=-86(F)38=-86(F)39=-91(F) 29)Reversal:Dead+0.75 Roof Live(bal.)+0.75 Uninhab.Attic Storage+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-91,3-6=-186,6-7=-70,12-29=-20,29-32=-50,32-34=-20,34-37=-50,8-37=-20 Horz:1-3=11,6-7=10,1-12=27,7-8=8 Concentrated Loads(Ib) Vert:3=-369(F=-158)6=-327 11=-385(F)2=-1017 13=-116 14=-115(F)15=-115(F)17=-115(F)18=-115(F)19=-115(F) 20=-115(F)21=-143(F)26=-391(F)28=-94(F)30=-94(F)32=-94(F)33=-94(F)36=-94(F)38=-94(F)39=-98(F) 30)Reversal:Dead+0.75 Roof Live(bal.)+0.75 Uninhab.Attic Storage+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-70,3-6=-186,6-7=-91,12-29=-20,29-32=-50,32-34=-20,34-37=-50,8-37=-20 Horz:1-3=-10,6-7=-11,1-12=-8,7-8=-27 r',ontinued on nave 5 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.10/032015 BEFORE USE. Design valid for use only with MiTektS connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek. is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,see ANSI/TPI/Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Oty Ply Ayers Residence T18487972 J190474-F1 RFG2-01 HIP GIRDER 1 2 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.320 s Oct 9 2019 MiTek Industries,Inc. Fri Oct 25 13:45:44 2019 Page 5 ID:j1ijT3NgvgtFVTgxMvMyBfyTDP3-?49XdpMNUKX10yBYc?6O840zGfebEaJgDeKCBLyPs4b LOAD CASE(S) Concentrated Loads(Ib) Vert:3=-399(F=-188)6=-327 11=-385(F)2=-1017 13=-116 14=-115(F)15=-115(F)17=-115(F)18=-115(F)19=-115(F)20=-115(F)21=-135(F)26=-391(F) 28=-94(F)30=-94(F)32=-94(F)33=-94(F)36=-94(F)38=-94(F)39=-98(F) 31) Reversal:Dead+0.75 Roof Live(bal.)+0.75 Uninhab.Attic Storage+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-81,3-6=-186,6-7=-81,12-29=-20,29-32=-50,32-34=-20,34-37=-50,8-37=-20 Horz:1-3=1,6-7=-1,1-12=-13,7-8=13 Concentrated Loads(Ib) Vert:3=-384(F=-173)6=-327 11=-385(F)2=-1017 13=-116 14=-115(F)15=-115(F)17=-115(F)18=-115(F)19=-115(F)20=-115(F)21=-139(F)26=-391(F) 28=-94(F)30=-94(F)32=-94(F)33=-94(F)36=-94(F)38=-94(F)39=-98(F) 32) Reversal:Dead+0.75 Roof Live(bal.)+0.75 Uninhab.Attic Storage+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=81,3-6=-186,6-7=-81,12-29=-20,29-32=-50,32-34=-20,34-37=-50,8-37=-20 Horz:1-3=1,6-7=-1,1-12=-13,7-8=13 Concentrated Loads(Ib) Vert:3=-384(F=-173)6—327 11=-385(F)2=-1017 13=-116 14=-115(F)15=-115(F)17=-115(F)18=-115(F)19=-115(F)20=-115(F)21—139(F)26=391(F) 28=-94(F)30=-94(F)32=-94(F)33=-94(F)36=-94(F)38=-94(F)39=-98(F) A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1-7473 rev.10/03/2015 BEFORE USE. -- Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M)Tek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Oty Ply Ayers Residence T18487973 J190474-F1 RFG2-02 HALF HIP GIRDER 1 2 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.320 s Oct 9 2019 MiTek Industries,Inc. Fri Oct 25 13:45:47 2019 Page 1 ID:j1 ijT3NgvgtFVTgxMvMyBfyTDP3-PfggGrPFnFvctPw7H7g5mieTltjXRtT6vcZsngyPs4Y 3-7-12 7-0-0 18-2-8 I 11-5-9 I 17-3-3 I 20-8-0 3-7-12 3-4-4 1-2-8 3-3-1 5-9-10 3-4-13 Special 6x12 M18SHS = Special Special Scale=1:51.4 Special 2x4 II 4x4 = Special Special 6x6 = Special 2x4 3 4 13 5 14 15 16 6 17 7 9.00 12 • MS 7x10 MT2OHS ', \ 2�. 2x5 II l \ �� \ 1 1 cc 1t '� 1 min 12 11 nu 18 10 19 20 21 22 23 9 24 25 26 27 28 8 5x8 M18SHS = 8x8 = 10x10 = Special Special 6x6 = Special 6x12 M18SHS = Special Special Special Special Special Special 7-0-0 18-2-8 I 14-4-6 20-8-0 7-0-0 1-2-8 6-1-14 6-3-10 Plate Offsets(X,Y)-- [2:0-3-8,Edge],[3:0-9-0,0-2-0],[6:0-3-0,0-2-8],[9:0-1-8,0-2-12].[10:0-5-0,0-6-4],[11:0-4-0,0-6-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.88 Vert(LL) -0.09 9-10 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.46 Vert(CT) -0.18 9-10 >999 360 MT2OHS 187/143 BCLL 0.0 ' Rep Stress lncr NO WB 0.99 Horz(CT) 0.04 8 n/a n/a M18SHS 244/190 BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Wind(LL) 0.06 9-10 >999 240 Weight:398 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 2-2-11 oc purlins, 3-7:2x6 SP No.2 except end verticals. BOT CHORD 2x8 SP DSS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 WEBS T-Brace: 2x4 SP No.2-2-12,5-9 OTHERS 2x4 SP No.2 2x6 SP No.2-6-8 Fasten(2X) T and I braces to narrow edge of web with 10d (0.131"x3")nails,6in o.c.,with 3in minimum end distance. Brace must cover 90%of web length. REACTIONS. (lb/size) 8=7439/Mechanical,12=6972/0-5-8 Max Horz 12=315(LC 7) Max Uplift 8=31(LC 5),12=-688(LC 8) Max Gray 8=7506(LC 2),12=7527(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-592/150,2-3=-9507/877,3-4=-8516/709,4-5=-8527/706,5-6=-5910/146, 7-8=-399/0,1-12=-490/134 BOT CHORD 11-12=-781/6431,10-11=-789/7585,9-10=-206/7987,8-9=-97/3572 WEBS 2-11=-244/1943,3-11=-310/119,2-12=-9219/726,4-10=-380/157,5-9=-5050/86, 6-8=-7877/64,3-10=0/5169,5-10=-1747/1447,6-9=-180/5684 ,,`ot,milli/it,// �� -CER P. A!1,,, NOTES- ,• \\P� //L ej 1)2-ply truss to be connected together with 1 Od(0.131"x3")nails as follows: •`• V`.••\C E•N s' ti moi, Top chords connected as follows:2x4-1 row at 0-7-0 oc,2x6-2 rows staggered at 1-0-0 oc. : •" \ - Bottom chords connected as follows:2x8-2 rows staggered at 0-11-0 oc. Webs connected as follows:2x4-1 row at 1-0-0 oc,Except member 4-10 2x4-1 row at 0-4-0 oc,member 3-10 2x4-1 row at 0-4-0 N 0 22839 oc. _ *• .* I 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. = -0: :cr 3)Unbalanced roof live loads have been considered for this design. •. A F .• � 4)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. . 0 '. .4/• II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever lett and right exposed;end vertical left and right exposed;Lumber i 4% n P;• �� DOL=1.60 plate grip DOL=1.60 i' S'•'•.......R ` N?,�• 5)Provide adequate drainage to prevent water ponding. 'j S/ •�� % 6)All plates are MT20 plates unless otherwise indicated. /////O NAl-,`0• 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Walter P.Finn PE No.22839 will fit between the bottom chord and any other members,with BCDL=10.0psf. MiTek USA,Inc.FL Cert 6634 9)Refer to girder(s)for truss to truss connections. 6904 Parke East Blvd.Tampa FL 33610 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 31 lb uplift at joint 8 and 688 lb uplift at Date: joint 12. October 25,2019 1":ontinupd on vane 2 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M Trek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI TPl1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply Ayers Residence T18487973 J190474-F1 RFG2-02 HALF HIP GIRDER 1 2 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.320 s Oct 9 2019 MiTek Industries,Inc. Fri Oct 25 13:45:47 2019 Page 2 ID:j1 ijT3NgvgtFVTgxMvMyBfyTDP3-PfggGrPFnFvctPw7H7g5mieTltjXRtT6vcZsngyPs4Y NOTES- 11)Load case(s)1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22,23,24,25,26,27,28,29,30,31,32 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 12)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)404 lb down and 503 lb up at 7-0-0,174 lb down and 210 lb up at 9-3-3,174 lb down and 210 lb up at 11-3-3,174 lb down and 210 lb up at 13-3-3,174 lb down and 210 lb up at 15-3-3,and 174 lb down and 210 lb up at 17-3-3,and 174 lb down and 210 lb up at 19-3-3 on top chord,and 280 lb down and 280 lb up at 6-9-14,351 lb down and 334 lb up at 7-2-2,6846 lb down and 933 lb up at 8-2-8, 96 lb down and 51 lb up at 9-3-3,96 lb down and 51 lb up at 11-3-3,96 lb down and 51 lb up at 13-3-3,96 lb down and 51 lb up at 15-3-3,and 96 lb down and 51 lb up at 17-3-3,and 96 lb down and 51 lb up at 19-3-3 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 13)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-3=-100,3-7=-380,8-12=-20 Concentrated Loads(Ib) Vert:3=-92(F)11=-251(F)10=-5146(B)5=-1679(F=-83)6=-83(F)13=-83(F)15=-83(F)16=-83(F)17=-83(F)18=-307(F)19=48(F)21=48(F)23=48(F)24=48(F) 26=-48(F)28=-48(F) 2)Dead+0.75 Roof Live(balanced)+0.75 Uninhab.Attic Storage+0.75 Attic Floor:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-3=-80,3-7=-325,12-20=-20,20-22=-50,22-25=-20,25-27=-50,8-27=-20 Concentrated Loads(Ib) Vert:3=-78(F)11=-219(F)10=-6846(B)5=-1504(F=-69)6=-69(F)13=-69(F)15=-69(F)16=-69(F)17=-69(F)18=-274(F)19=-48(F)21=-48(F)23=-48(F)24=-48(F) 26=-48(F)28=-48(F) 3)Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-20,3-7=-160,8-12=40 Concentrated Loads(Ib) Vert:3=-39(F)11=-202(F)10=-2513(B)5=-978(F=-28)6=-28(F)13=-28(F)15=-28(F)16=-28(F)17=-28(F)18=-303(F)19=-96(F)21=-96(F)23=-96(F)24=-96(F) 26=-96(F)28=-96(F) 4)Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(p8) Vert:1-3=5,3-14=-95,7-14=-116,8-12=-6 Horz:1-3=-13,3-4=54,7-8=25,1-12=21 Concentrated Loads(Ib) Vert:3=314(F)11=260(F)10=919(8)5=-806(F=144)6=165(F)13=144(F)15=161(F)16=165(F)17=165(F)18=300(F)19=37(F)21=37(F)23=37(F)24=37(F) 26=37(F)28=37(F) 5)Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=20,34=-116,4-7=-95,8-12=-6 Horz:1-3=-29,3-4=32,7-8=-21,1-12=-25 Concentrated Loads(Ib) Vert:3=325(F)11=260(F)10=919(B)5=-806(F=144)6=144(F)13=144(F)15=144(F)16=144(F)17=144(F)18=300(F)19=37(F)21=37(F)23=37(F)24=37(F) 26=37(F)28=37(F) 6)Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-35,3-7=-161,8-12=-20 Horz:1-3=15,3-4=-1,7-8=10,1-12=36 Concentrated Loads(Ib) Vert:3=503(F)11=280(F)10=933(B)5=-740(F=210)6=210(F)13=210(F)15=210(F)16=210(F)17=210(F)18=334(F) 19=51(F)21=51(F)23=51(F)24=51(F)26=51(F)28=51(F) 7)Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-6,3-7=-161,8-12=-20 Horz:1-3=-14,34=-1,7-8=-36,1-12=-10 Concentrated Loads(Ib) Vert:3=451(F)11=280(F)10=933(B)5=740(F=210)6=210(F)13=210(F)15=210(F)16=210(F)17=210(F)18=334(F) 19=51(F)21=51(F)23=51(F)24=51(F)26=51(F)28=51(F) 8)Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=33,3-7=-107,8-12=-6 Horz:1-3=41,3-4=41,7-8=32,1-12=-32 Concentrated Loads(Ib) Vert:3=290(F)11=260(F)10=919(B)5=-794(F=156)6=156(F)13=156(F)15=156(F)16=156(F)17=156(F)18=300(F) 19=37(F)21=37(F)23=37(F)24=37(F)26=37(F)28=37(F) 9)Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=18,3-7=-122,8-12=-6 Horz:1-3=-26,34=26,7-8=32,1-12=-32 Concentrated Loads(Ib) Vert:3=348(F)11=260(F)10=919(B)5=-779(F=171)6=171(F)13=171(F)15=171(F)16=171(F)17=171(F)18=300(F) 19=37(F)21=37(F)23=37(F)24=37(F)26=37(F)28=37(F) 10)Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-21,3-7=-161,8-12=-20 Horz:1-3=1,34=-1,7-8=17,1-12=-17 ,nnfjrwed on nary A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek. is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd, Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Oty Ply Ayers Residence 718487973 J190474-F1 RFG2-02 HALF HIP GIRDER 1 2 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.320 s Oct 9 2019 MiTek Industries,Inc. Fri Oct 25 13:45:47 2019 Page 3 ID:j 1 iIT3NgvgtFVTgxMvMyBIyTDP3-PfggGrPFnFvctPw7H7g5mieTltjXRtT6vcZsngyPs4Y LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:3=477(F)11=280(F)10=933(B)5=-740(F=210)6=210(F)13=210(F)15=210(F)16=210(F)17=210(F)18=334(F)19=51(F)21=51(F)23=51(F)24=51(F) 26=51(F)28=51(F) 11) Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-21,3-7=-161,8-12=-20 Horz:1-3=1,3-4=-1,7-8=17,1-12=-17 Concentrated Loads(Ib) Vert:3=477(F)11=280(F)10=933(B)5=-740(F=210)6=210(F)13=210(F)15=210(F)16=210(F)17=210(F)18=334(F)19=51(F)21=51(F)23=51(F)24=51(F) 26=51(F)28=51(F) 12)Dead+Uninhabitable Attic Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-20,3-7=-160,12-20=-20,20-22=-60,22-25=-20,25-27=-60,8-27=-20 Concentrated Loads(Ib) Vert:3=-36(F)11=-123(F)10=-5941(B)5=-978(F=-28)6=-28(F)13=-28(F)15=-28(F)16=-28(F)17=-28(F)18=-175(F)19=-48(F)21=48(F)23=48(F)24=-48(F) 26=-48(F)28=48(F) 13) Dead+0.75 Roof Live(bal.)+0.75 Uninhab.Attic Storage+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-91,3-7=-326,12-20=-20,20-22=-50,22-25=20,25-27=-50,8-27=-20 Horz:1-3=11,3-4=-1,7-8=8,1-12=27 Concentrated Loads(Ib) Vert:3=375(F)11=203(F)10=372(B)5=1279(F=155)6=155(F)13=155(F)15=155(F)16=155(F)17=155(F)18=242(F)19=38(F)21=38(F)23=38(F)24=38(F) 26=38(F)28=38(F) 14) Dead+0.75 Roof Live(bal.)+0.75 Uninhab.Attic Storage+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plt) Vert:1-3=-70,3-7=-326,12-20=-20,20-22=-50,22-25=-20,25-27=-50,8-27=-20 Horz:1-3=-10,34=-1,7-8=-27,1-12=-8 Concentrated Loads(Ib) Vert:3=336(F)11=203(F)10=372(B)5=-1279(F=155)6=155(F)13=155(F)15=155(F)16=155(F)17=155(F)18=242(F)19=38(F)21=38(F)23=38(F)24=38(F) 26=38(F)28=38(F) 15) Dead+0.75 Roof Live(bal.)+0.75 Uninhab.Attic Storage+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-81,3-7=-326,12-20=-20,20-22=-50,22-25=-20,25-27=-50,8-27=-20 Horz:1-3=1,3-4=-1,7-8=13,1-12=-13 Concentrated Loads(Ib) Vert:3=356(F)11=203(F)10=372(B)5=-1279(F=155)6=155(F)13=155(F)15=155(F)16=155(F)17=155(F)18=242(F)19=38(F)21=38(F)23=38(F)24=38(F) 26=38(F)28=38(F) 16) Dead+0.75 Roof Live(bal.)+0.75 Uninhab.Attic Storage+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-81,3-7=-326,12-20=-20,20-22=-50,22-25=-20,25-27=-50,8-27=-20 Horz:1-3=1,3-4=-1,7-8=13,1-12=-13 Concentrated Loads(Ib) Vert:3=356(F)11=203(F)10=372(B)5=-1279(F=155)6=155(F)13=155(F)15=155(F)16=155(F)17=155(F)18=242(F)19=38(F)21=38(F)23=38(F)24=38(F) 26=38(F)28=38(F) 17) 1st Dead+Roof Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-3=-100,3-7=-380,8-12=-20 Concentrated Loads(Ib) Vert:3=-92(F)11=-251(F)10=-5146(B)5=-1679(F=-83)6=-83(F)13=-83(F)15=-83(F)16=-83(F)17=-83(F)18=-307(F) 19=48(F)21=48(F)23=48(F)24=48(F)26=48(F)28=-48(F) 18)2nd Dead+Roof Live(unbalanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-3=-20,3-7=-380,8-12=-20 Concentrated Loads(Ib) Vert:3=-185(F)11=-251(F)10=-5146(B)5=-1679(F=-83)6=-83(F)13=-83(F)15=-83(F)16=-83(F)17=-83(F)18=-307(F) 19=-48(F)21=48(F)23=48(F)24=48(F)26=48(F)28=-48(F) 19)3rd Dead+0.75 Roof Live(unbalanced)+0.75 Uninhab.Attic Storage+0.75 Attic Floor:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-3=-80,3-7=-325,12-20=-20,20-22=-50,22-25=-20,25-27=-50,8-27=-20 Concentrated Loads(Ib) Vert:3=-78(F)11=-219(F)10=6846(B)5=-1504(F=-69)6=-69(F)13=-69(F)15=-69(F)16=-69(F)17=-69(F)18=-274(F) 19=-48(F)21=48(F)23=48(F)24=48(F)26=48(F)28=48(F) 20)4th Dead+0.75 Roof Live(unbalanced)+0.75 Uninhab.Attic Storage+0.75 Attic Floor:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-3=-20,3-7=-325,12-20=-20,20-22=-50,22-25=-20,25-27=-50,8-27=-20 Concentrated Loads(Ib) Vert:3=-148(F)11=-219(F)10=-6846(B)5=-1504(F=-69)6=-69(F)13=-69(F)15=-69(F)16=-69(F)17=-69(F)18=-274(F) 19=-48(F)21=48(F)23=48(F)24=48(F)26=48(F)28=-48(F) 21) Reversal:Dead+0.6 MWFRS Wind(Pos.internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=5,3-14=-95,7-14=-116,8-12=-6 Hors:1-3=-13,34=54,7-8=25,1-12=21 .nntimted on nave 4 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. -' Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek. is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 end SCSI Building Component 6904 Parke East Blvd_ SafetyInformation available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. I Tampa,FL 36610 Job Truss Truss Type Qty Ply Ayers Residence T18487973 J190474-F1 RFG2-02 HALF HIP GIRDER 1 2 Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.320 s Oct 9 2019 MiTek Industries,Inc. Fri Oct 25 13:45:47 2019 Page 4 ID:j1 ijT3NgvgtFVTgxMvMyBfyTDP3-PfggGrPFnFvctPw7H7g5mieTltjXRtT6vcZsngyPs4Y LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:3=-380(F)11=-262(F)10=-2735(B)5=-1124(F=-174)6=-152(F)13=-174(F)15=-156(F)16=-152(F)17=-152(F)18=-351(F)19=-85(F)21=-85(F)23=-85(F) 24=-85(F)26=-85(F)28=-85(F) 22)Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=20,3-4=-116,4-7=-95,8-12=-6 Horz:1-3=-29,3-4=32,7-8=-21,1-12=-25 Concentrated Loads(Ib) Vert:3=-369(F)11=262(F)10=-2735(B)5=-1124(F=-174)6=-174(F)13=-174(F)15=-174(F)16=-174(F)17=-174(F)18=-351(F)19=-85(F)21=-85(F)23=-85(F) 24=-85(F)26=-85(F)28=85(F) 23)Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-35,3-7=-161,8-12=-20 Horz:1-3=15,3-4=-1,7-8=10,1-12=36 Concentrated Loads(Ib) Vert:3=-173(F)11=242(F)10=-2721(B)5=-1057(F-107)6=-107(F)13=107(F)15=-107(F)16=-107(F)17=-107(F)18=-317(F)19=-71(F)21=-71(F)23=-71(F) 24=-71(F)26=-71(F)28=-71(F) 24) Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=6,3-7=-161,8-12=-20 Horz:1-3=-14,3-4=-1,7-8=-36,1-12=-10 Concentrated Loads(Ib) Vert:3=-224(F)11=-242(F)10=-2721(B)5=-1057(F=-107)6=-107(F)13=-107(F)15=-107(F)16=-107(F)17=-107(F)18=-317(F)19=-71(F)21=-71(F)23=-71(F) 24=-71(F)26=-71(F)28=71(F) 25) Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=33,3-7=-107,8-12=6 Horz:1-3=-41,3-4=41,7-8=32,1-12=-32 Concentrated Loads(Ib) Vert:3=-404(F)11-262(F)10=-2735(B)5=-1111(F=-161)6=-161(F)13=-161(F)15=-161(F)16=-161(F)17=-161(F)18=-351(F)19=-85(F)21=-85(F)23=-85(F) 24=-85(F)26=-85(F)28=-85(F) 26) Reversal:Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=18,3-7=-122,8-12=-6 Horz:1-3=-26,3-4=26,7-8=32,1-12=-32 Concentrated Loads(Ib) Vert:3=-346(F)11=-262(F)10=-2735(B)5=-1096(F=-146)6=-146(F)13=-146(F)15=-146(F)16-146(F)17-146(F)18=351(F)19=-85(F)21=-85(F)23=-85(F) 24=-85(F)26=-85(F)28=-85(F) 27) Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-21,3-7=-161,8-12=-20 Horz:1-3=1,3-4=-1,7-8=17,1-12=-17 Concentrated Loads(Ib) VeIt:3=-198(F)11=-242(F)10=-2721(B)5=-1057(F=-107)6=-107(F)13=-107(F)15=-107(F)16=-107(F)17=-107(F)18=-317(F)19=-71(F)21=-71(F)23=-71(F) 24=-71(F)26=-71(F)28=-71(F) 28) Reversal:Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-21,3-7=-161,8-12=-20 Horz:1-3=1,3-4=-1,7-8=17,1-12=-17 Concentrated Loads(Ib) Vert:3=-198(F)11=-242(F)10=-2721(B)5=-1057(F=-107)6=-107(F)13=-107(F)15=-107(F)16=-107(F)17=-107(F) 18=-317(F)19=-71(F)21=-71(F)23=-71(F)24=-71(F)26=-71(F)28=-71(F) 29) Reversal:Dead+0.75 Roof Live(bal.)+0.75 Uninhab.Attic Storage+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-91,3-7=-326,12-20=-20,20-22=-50,22-25=-20,25-27=-50,8-27=-20 Horz:1-3=11,3-4=-1,7-8=8,1-12=27 Concentrated Loads(Ib) Vert:3=-155(F)11=-280(F)10=-3699(B)5=-1538(F=104)6-104(F)13=-104(F)15=-104(F)16=-104(F)17=-104(F) 18=-351(F)19=-65(F)21=-65(F)23=-65(F)24=-65(F)26=-65(F)28=-65(F) 30) Reversal:Dead+0.75 Roof Live(bal.)+0.75 Uninhab.Attic Storage+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-70,3-7=-326,12-20=-20,20-22=-50,22-25=-20,25-27=-50,8-27=-20 Horz:1-3=-10,3-4=-1,7-8=-27,1-12=-8 Concentrated Loads(Ib) Vert:3=-194(F)11=-280(F)10=-3699(B)5=-1538(F=-104)6=-104(F)13=-104(F)15=-104(F)16=104(F)17=-104(F) 18=-351(F)19=-65(F)21=-65(F)23=-65(F)24=-65(F)26=-65(F)28=-65(F) 31) Reversal:Dead+0.75 Roof Live(bal.)+0.75 Uninhab.Attic Storage+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-81,3-7=-326,12-20=-20,20-22=-50,22-25=-20,25-27=-50,8-27=-20 Horz:1-3=1,3-4=-1,7-8=13,1-12=-13 continued on cap.5 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use.the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek. is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 366101 Job Truss Truss Type Qty Ply Ayers Residence T18487973 J190474-F1 RFG2-02 HALF HIP GIRDER 1 e� L Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.320 s Oct 9 2019 MiTek Industries,Inc. Fri Oct 25 13:45:47 2019 Page 5 ID:jt ijT3NgvgtFVTgxMvMyBfyTDP3-PfggGrPFnFvctPw7H7g5mieTltjXRtT6vcZsngyPs4Y LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:3=-174(F)11=-280(F)10=-3699(B)5=-1538(F=-104)6=-104(F)13=-104(F)15=-104(F)16=-104(F)17=-104(F)18=-351(F)19=-65(F)21=-65(F)23=65(F) 24=-65(F)26=-65(F)28=-65(F) 32) Reversal:Dead+0.75 Roof Live(bal.)+0.75 Uninhab.Attic Storage+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-3=-81,3-7=-326,12-20=-20,20-22=-50,22-25=-20,25-27=-50,8-27=-20 Horz:1-3=1,3-4=-1,7-8=13,1-12=-13 Concentrated Loads(Ib) Vert:3=-174(F)11=-280(F)10=-3699(B)5=-1538(F=-104)6=104(F)13=-104(F)15=-104(F)16=-104(F)17=-104(F)18=-351(F)19=-65(F)21=-65(F)23=65(F) 24=-65(F)26=-65(F)28=-65(F) A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not �� a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek. is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply Ayers Residence T18487974 J190474-F1 RFG2-03 HALF HIP GIRDER 2 a� L Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.320 s Oct 9 2019 MiTek Industries,Inc. Fri Oct 25 13:45:47 2019 Page 1 ID:j1 i1T3NgvgtFVTgxMvMyBfyTDP3-PfggGrPFnFvctPw7H7g5mieW7td4R_y6vcZsngyPs4Y 7-0-0j 13-1-8 7-0-0 6-1-8 5x8 M18SHS = Scale=1:42.9 3x4 II 2 9 10 311 p ir,-.1 9.00 12 ..\\\.6 7 4x4 1 5 NI ■■ ■ ►5 imil 12 5 6 4x7 = 4 6x6 = 5x5 = 7-0-0I 13-1-8 7-0-0 6-1-8 Plate Offsets(X,V)-- [1:Edge,0-1-81,[2:06-0,0-2-0),14:0-2-8,0-381 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.70 Vert(LL) -0.03 5-6 >999 480 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.87 Vert(CT) -0.05 5-6 >999 360 M18SHS 244/190 BCLL 0.0 • Rep Stress Incr NO WB 0.51 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Wind(LL) 0.04 5-6 >999 240 Weight:250 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2`Except* TOP CHORD Structural wood sheathing directly applied or 4-7-7 oc purlins, 2-3:2x4 SP 2250F 1.9E except end verticals. BOT CHORD 2x12 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2`Except* WEBS T-Brace: 2x4 SP No.2-2-4 1-6:2x4 SP 2250F 1.9E Fasten(2X) T and I braces to narrow edge of web with 10d OTHERS 2x4 SP No.2 (0.131"x3")nails,6in o.c.,with 3in minimum end distance. Brace must cover 90%of web length. REACTIONS. (lb/size) 6=2933/0-5-8,4=1985/Mechanical Max Horz 6=250(LC 12) Max Uplift 6=-867(LC 9),4=-112(LC 9) Max Gray 6=3223(LC 17),4=1985(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1905/461,3-4=-635/0,1-6=-1489/399 BOT CHORD 5-6=-593/751,4-5=-486/1454 WEBS 2-5=-681/1328,2-4=-2070/717,1-5=0/829 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: ,`0 1 ll I I I I I/III Top chords connected as follows:2x4-1 row at 1-0-0 oc. .N0‘‘,,0 ER P. � Bottom chords connected as follows:2x12-2 rows staggered at 0-4-0 oc. `%%``p\,�•.,,. . F/• 4��ij, •Webs connected as follows:2x4-1 row at 1-0-0 oc. s• V_.•• G E N s• 'I, moi 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to •• 0 F•••. °0• ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. N o 22839 3)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 7-0-0,Exterior(2)7-0-0 to 11-2-14,Interior(1)11-2-14 to 12-11-12 zone;cantilever left exposed;end vertical left exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ." O• - ' :CC 4)Provide adequate drainage to prevent water ponding. -,5,;..1.,•. S ii/S�l+ L(/z• 5)All plates are MT20 plates unless otherwise indicated. •. V •. � 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. i., •, O R ` P• `�� 7)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ........ \Q • • will fit between the bottom chord and any other members. �/SS/ A -" `' 8)Refer to girder(s)for truss to truss connections. IIIII,N''I``•�� 9)Bearing at joint(s)6 considers parallel to grain value using ANSI/I-PI 1 angle to grain formula. Building designer should verify capacity of bearing surface. Walter P.Finn PE No.22839 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 867 lb uplift at joint 6 and 112 lb uplift MiTek USA,Inc.FL Cert 6634 at joint 4. 6904 Parke East Blvd.Tampa FL 33610 11) Load case(s)1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20 has/have been modified.Building designer must Date: review loads to verify that they are correct for the intended use of this truss. October 25,2019 1-lontinuad on nanm 2 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTekiD connectors.This design is based only upon parameters shown,and is for an individual building component,not 111' a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M ile k. is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/T7,11 Quality Criteria,OSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. j Tampa,FL 36610 Job Truss Truss Type Qty Ply Ayers Residence T18487974 J190474-F1 RFG2-03 HALF HIP GIRDER 2 a� G Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.320 s Oct 9 2019 MiTek Industries,Inc. Fri Oct 25 13:45:48 2019 Page 2 ID:j1 ilT3NgvgtFVTgxMvMyBfyTDP3-PfggGrPFnFvctPw7H7g5mieW7td4R_y6vcZsnfyPs4Y NOTES- 12)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)2819 lb down and 1428 lb up at 2-9-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 13)Warning:Additional permanent and stability bracing for truss system(not part of this component design)is always required. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-2=-100,2-3=-220,4-6=-20 Concentrated Loads(Ib) Vert:2=-366 12=-2295(F) 2)Dead+0.75 Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-2=-80,2-3=-185,4-6=-20 Concentrated Loads(Ib) Vert:2=-327 12=-1985(F) 3)Dead+Uninhabitable Attic Without Storage:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-20,2-3=-80,4-6=-40 Concentrated Loads(Ib) Vert:2=-211 12=-1675(F) 4)Dead+0.6 C-C Wind(Pos.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-8=43,2-8=34,2-10=-8,3-10=-22,4-6=-6 Horz:1-8=-51,2-8=-43,1-6=29 Concentrated Loads(Ib) Vert:12=1428(F) 5)Dead+0.6 C-C Wind(Pos.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-7=34,2-7=43,2-9=-22,3-9=-8,4-6=-6 Horz:1-7=-43,2-7=-51,1-6=-48 Concentrated Loads(Ib) Vert:12=1428(F) 6)Dead+0.6 C-C Wind(Neg.Internal)Case 1:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-62,2-3=-97,4-6=-20 Horz:1-2=42,1-6=-33 Concentrated Loads(Ib) Vert:12=-2353(F) 7)Dead+0.6 C-C Wind(Neg.Internal)Case 2:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-62,2-3=-97,4-6=-20 Horz:1-2=42,1-6=44 Concentrated Loads(Ib) Vert:12=-2537(F) 8)Dead+0.6 MWFRS Wind(Pos.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=5,2-11=-15,3-11=-36,4-6=-6 Horz:1-2=-13,1-6=21 Concentrated Loads(Ib) Veil:2=-211 12=1216(F) 9)Dead+0.6 MWFRS Wind(Pos.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=20,2-3=-15,4-6=-6 Horz:1-2=-29,1-6=-25 Concentrated Loads(Ib) Vert:2=-211 12=1216(F) 10) Dead+0.6 MWFRS Wind(Neg.Internal)Left:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-35,2-3=-81,4-6=-20 Horz:1-2=15,1-6=36 Concentrated Loads(Ib) Vert:2=-211 12=-2167(F) 11)Dead+0.6 MWFRS Wind(Neg.Internal)Right:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-6,2-3=-81,4-6=-20 Horz:1-2=-14,1-6=-10 Concentrated Loads(Ib) Vert:2=-211 12=-1287(F) 12)Dead+0.6 MWFRS Wind(Pos.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=33,2-3=-27,4-6=-6 Horz:1-2=-41,1-6=-32 Concentrated Loads(Ib) Vert:2=-211 12=825(F) 13)Dead+0.6 MWFRS Wind(Pos.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 ":nntimtad nn nave 3 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not li 1111 a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M Frei( is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TP11 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. i Tampa,FL 36610 Job 'Truss Truss Type Qty Ply Ayers Residence 118487974 J190474-F1 RFG2-03 HALF HIP GIRDER 2 a� L Job Reference(optional) Manning Building Supplies, Jacksonville,FL-32256, 8.320 s Oct 9 2019 MiTek Industries,Inc. Fri Oct 25 13:45:48 2019 Page 3 ID:jt ijT3NgvgtFVTgxMvMyBfyTDP3-trO2TBPtXY1 TVZVJrgBKlwAhtHzJARCG7GIPK6yPs4X LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-2=18,2-3=-42,4-6=-6 Horz:1-2=-26,1-6=-32 Concentrated Loads(Ib) Vert:2=-211 12=556(F) 14)Dead+0.6 MWFRS Wind(Neg.Internal)1st Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-21,2-3=-81,4-6=-20 Horz:1-2=1,1-6=-17 Concentrated Loads(Ib) Vert:2=-211 12=-2057(F) 15) Dead+0.6 MWFRS Wind(Neg.Internal)2nd Parallel:Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-21,2-3=-81,4-6=-20 Horz:1-2=1,1-6=-17 Concentrated Loads(Ib) Vert:2=-211 12=-2057(F) 16) Dead:Lumber Increase=0.90,Plate Increase=0.90 Plt.metal=0.90 Uniform Loads(plf) Vert:1-2=-20,2-3=-80,4-6=-20 Concentrated Loads(Ib) Vert:2=-211 12=-1054(F) 17) Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Left):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-91,2-3=-186,4-6=-20 Horz:1-2=11,1-6=27 Concentrated Loads(Ib) Vert:2=-327 12=-2819(F) 18)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)Right):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-70,2-3=-186,4-6=-20 Horz:1-2=-10,1-6=-8 Concentrated Loads(Ib) Vert:2=-327 12=-2160(F) 19)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)1st Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-81,2-3=-186,4-6=-20 Horz:1-2=1,1-6=-13 Concentrated Loads(Ib) Vert:2=-327 12=-2737(F) 20)Dead+0.75 Roof Live(bal.)+0.75(0.6 MWFRS Wind(Neg.Int)2nd Parallel):Lumber Increase=1.60,Plate Increase=1.60 Uniform Loads(plf) Vert:1-2=-81,2-3=-186,4-6=-20 Horz:1-2=1,1-6=-13 Concentrated Loads(Ib) Vert:2=-327 12=-2737(F) • A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not ' a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M ilek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSYTPl1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 6-4-8 3/ " Center plate on joint unless x,y I I dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property 4 offsets are indicated. (Drawings not to scale) Damage or Personal Injury 1El. Dimensions are in ft-in-sixteenths. I4 Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. TOP CHORDS diagonal or X-bracing,is always required. See BCSI. 1ThEMMMINIMMINEMES 2. Truss bracing must be designed by an engineer.For 0-/1fi r 4 ' awide truss spacing,individual lateral braces themselves may require bracing,or alternative Tor I 62° bracing should be considered. ■_ 3. Never exceed the design loading shown and neverr - stack materials on inadequately braced trusses. 0 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate C7-8 cs- cs-s 1 designer,erection supervisor,property owner and plates 0 ''s' from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each - This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint - required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. Plate location details available in MiTek 20/20 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for PLATE SIZE use with fire retardant,preservative treated,or green lumber. ICC-ES Reports: The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311, ESR-1352,ESR1988 responsibility of truss fabricator.General practice is to to slots.Second dimension is ER-3907, ESR-2362,ESR-1397, ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that irTrusses are desi ned for wind loads in the lane of the specified. Indicated by symbol shown and/or g p by text in the bracing section of the � truss unless otherwise shown. 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 14.Bottom chords require lateral bracing at 10 n.spacing, section 6.3 These truss designs rely on lumber valuesor less,if no ceiling is installed,unless otherwise noted. BEARING established by others. 15.Connections not shown are the responsibility of others. I Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports)occur. Icons vary but ©2012 MiTek®All Rights Reserved approval of an enginee *MI� reaction section indicates joint number where bearings occur. 17.Install and load verticallyunless indicated otherwise. wendMin size shown is for crushing only. MAIlttproject engineer before use. 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with Industry Standards: ANSI/TP11: National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. is not sufficient. BCSI: Building Component Safety Information, M iTe k 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. 1 MiTek Engineering Reference Sheet:MII-7473 rev. 10/03/2015 c-ANrt� Cash Register Receipt pt Number Recei s, yr City of Atlantic Beach R1176O \..art 9r / DESCRIPTION I ACCOUNT I QTY I PAID PermitTRAK $55.00 RES19-0329 Address: 369 10TH ST APN: 170086 0000 $55.00 BUILDING SLAB 02/18/2020 DA $55.00 BUILDING SLAB 02/18/2020 DA 455-0000-322-1002 0 $55.00 TOTAL FEES PAID BY RECEIPT: R11760 $55.00 Date Paid: Wednesday, February 19, 2020 Paid By: MCANENY BUILDERS LLC Cashier: CT Pay Method: CREDIT CARD 2 S Printed:Wednesday, February 19, 2020 8:41 AM 1 of 1 i z � m o cD 0 II Q WATER 13" PALM TO > a �4 METER BE REMOVED 4 � W I— ry Q D J Cn Q I 0 0 o il- 0 d O 0 EXISTING DRAINGE CALCULATION SITE SQUARE FOOTAGE 7,500 SF PRE -DEVELOPMENT RETENTION IMPERVIOUS SURFACE: 3,009 SF PERVIOUS SURFACE: 4,49 1 SF *CALCULATED PER REQUIREMENTS OF SECTION 24 -GG OF ATLANTIC BEACH'S ZONING, SUBDIVISION, AND LAND DEVELOPMENT REGULATIONS LOT 34 BLOCK 13 SITE PLAN NOTES I . ALL ELEVATION MEASUREMENTS ARE NAVD 2. EROSION CONTROL MEASURES (I.E. SILT FENCE, SWALES, AND/OR DRAINAGE IMPROVEMENTS) SHALL BE USED ALONG THE PROPERTY LINES TO PREVENT IMPACT TO ADJACENT PROPERTIES 3, ALL TREES INDICATED TO REMAIN WILL BE PROTECTED PER THE REQUIREMENTS OF THE ATLANTIC BEACH CODE, SECTION 23-32, INCLUDING, BUT NOT LIMITED TO, PROTECTIVE BARRIERS AND SIGNAGE DURING CONSTRUCTION ACTIVITIES ��, -- -- -- -- -- — -- -- -- -- -- -- — N 06°36'03" W 150.00' (PLAT) 149.54' (MEASURED) — ��' a X80 �12 PALM TO EXISTING TREE LEGEND EXISTING COVERED AREAS TO BE REMOVED Sabal palmetto (CABBAGE PALM) TO BE REMOVEDCLEAR *if% TRUNK HT. AS SHOWN 0" PALM TO BE REMOVED Platanus Occidentalis (SYCAMORE) TO REMAIN 601 CLEAR TRUNK HT. AS SHOWN Quercus Virgimana (LIVE OAK) TO REMAIN CLEAR TRUNK HT, AS SHOWN TREE MITIGATION CALCULATION ( 11) CABBAGE PALMS TO BE REMOVED = 34" TOTAL INCHES EXISTING PLAN LEGEND EXISTING BUILDINGS TO BE REMOVED EXISTING COVERED AREAS TO BE REMOVED EXISTING HARDSCAPE TO BE REMOVED PROPERTY LINE SETBACK LINE — — EXISTING CONTOUR LINE - - - - - - - - - - - EXISTING DRAINAGE FLOW DIRECTION G78 FORT WILLIAM DRIVE SAINT JOHNS, FL 32259 904.564.0099 WWW. KE5-ARCH ITECT5.COM -- A-7 I— U 00 \' m EXISTING FENCE TO EXPIRES: 2126121 BE REMOVED 00 BE REMOVED 4 Q Y� ✓„ all i r� I✓% I ���< -�< T * i co E– °'o ° �� 13" PALM TO44 12" PALM TO –' BE REMOVED BE REMOVED U7 I Q 0 J I I s- s, 37. SYCAMORE TO REMAIN —10'-0" SIDE SETBACK cp9 —..—..—..—..—..—..— —..— —..— --�- 10" PALM T0: _ BE REMOVEF) ° 7 < a ° 0 ° a °f a 4 EXISTING 4 SIDEWALK a ° n ° 1 S�a° a ° ° < aa EXISTING W OO DTO ° REMAIN L ° p , ° CARPORT TO ° � �9BE REMOVED I< O a ° z , WOOD a POWER POLE a ° G < a e — �— _ _ — _ _ _ _ _ — _ ° \ L` G I I s' — — — — — — — — — — I — — — — — — — — — — co co u .ab tiW ' S 06°36'48" E c' 149.81' (MEASURED) WATER 150.00' (PLAT) METER v� \1 (/,) ry C:) r-" 00 U QF -j I SQUARE FOOTAGE - MAIN HOUSE I IST FLOOR - CONDITIONED 1,707 SF TERRACES - UNCONDITIONED 598 SF 2ND FLOOR - CONDITIONED 1,704 SF BALCONY- UNCONDITIONED G7 SF 3RD FLOOR - UNCONDITIONED 424 SF TOTAL CONDITIONED 3,835 SP SQUARE FOOTAGE - DETACHED GARAGE ST FLOOR - CONDITIONED 222 SF 2ND FLOOR - CONDITIONED 202 SF TOTAL CONDITIONED 424 SP SITE PLAN NOTES I . ALL ELEVATION MEASUREMENTS ARE NAVD 2. EROSION CONTROL MEASURES (I.E. SILT FENCE', SWALES, AND/OR DRAINAGE IMPROVEMENTS) SHALL BE USED ALONG THE PROPERTY LINES TO PREVENT IMPACT TO ADJACENT PROPERTIES 3. ALL TREES INDICATED TO REMAIN WILL BE PROTECTED PER THE REQUIREMENTS OF THE ATLANTIC BEACH CODE, SECTION 23-32. INCLUDING, BUT NOT LIMITED TO, PROTECTIVE BARRIERS AND SIGNAGE DURING CONSTRUCTION ACTIVITIES E DRAINAGE CALCULATION SITE SQUARE FOOTAGE 7,500 SF PRE -DEVELOPMENT RETENTION IMPERVIOUS SURFACE: 3,009 SF PERVIOUS SURFACE: 4,491 SP POST -DEVELOPMENT RETENTION IMPERVIOUS SURFACE: 3,3G9 SF PERVIOUS SURFACE: 4,13 I SF 1 REQUIRED STORAGE VOLUME: 223 CF PROPOSED SWALE STORAGE VOLUME: 353 CP 'CALCULATED PER REQUIREMENTS OF SECTION 24 -GG OF ATLANTIC BEACH'S ZONING, SUBDIVISION, AND LAND DEVELOPMENT REGULATIONS IMPERVIOUS SURFACE RATIO (ISR) SITE SQUARE FOOTAGE: 7,500 SF IMPERVIOUS SURFACE: MAIN HOUSE: 2,437 SF GUEST HOUSE: 222 SF FUTUREHAKDSCAPE, INCLUDING POOL: 7 10 SF TOTAL SF: 3,369 IMPERVIOUS SURFACE RATIO: 44.9% MAXIMUM ALLOWABLE 45% LOT 34 BLOCK 13 149'-G 112" TREE LEGEND PROPOSED BUILDINGS Sabal palmetto I (CA BAGS PALM) NE LEAK NK S S N 10" PA Magnolia Gandiflora N Z m (MAGOLIA, SOUTHERN) NEW PROPOSED GRASS PAVERS CLEAR TRUNK HT. AS SHOWN 6^ MAGNOLIA Lr)Lu MAIN (SYCAMORE�HT. = U Q CLEAR TRUNS SHOWN I Ow Quercus Vm91rnana — m (LIVE OAK) TO REMAIN r ►/ �0 i - m CLEAR TRUNK HT. AS SHOWN Ls. z TREE MITIGATION CALCULATION W Q r 4 TOTAL INCHES OF PROTECTED TREES REMOVED 134 INCHES REPLACEMENT INCHES OF TREES REQUIRED 67 INCHES (1 :2 PER AB CODE OF ORDINANCES SECTION 23-33, TABLE ! ) REQUIRED INCHES FOR NEW CONSTRUCTION INCHES I 7,500 SF LOT AREA / 2,500 = (3) 4" MIN. CALIPER Y TOTAL INCHES OF PROPOSED TREES (CABBAGE PALMS $ MAGNOLIA) 82 INCHES NOTE: i 1. PALMS MUST HAVE A MINIMUM 8 FOOT CLEAR TRUNK HEIGHT AT TIME OF PLANTING 2. ALL OTHER TREES MUST HAVE MINIMUM 2" CALIPER AND 10 FOOT HEIGHT AT TIME OF PLANTING PLAN LEGEND PROPOSED BUILDINGS PROPOSED COVERED PORCHES LLJ PROPOSED HARDSCAPE, INCLUDING FUTURE WORK N Z m PROPOSED GRASS PAVERS CI❑i7❑❑❑❑❑❑ 11110000❑❑❑ PROPERTY LINE — SETBACK LINE — — EXISTING CONTOUR LINE - CONTOUR LINE TO BE MODIFIED • • • . • • • • • . . • • NEW CONTOUR LINE ----------- DEMOLITION LINE ----- DRAINAGE FLOW DIRECTION _ U o EXISTING SIDEWALK EXPI RES: 2/28/2 1 LLJ U m N Z m Q � TO REMAIN Qw E- LL Lr)Lu = U Q Ow — m r ►/ �0 i - m Ls. z W Q Q 20'-0" G) Ln >C Q w O _ A 2 a4 Z EXISTING cJ� GUTTER AND LINE OF 2' PROJECTION DOWNSPOUT, TYP. GUTTER AND UNDERGROUND SOCK DRAIN W W cNn WATER ON 2ND FLOOR DOWNSPOUT, TYP. LINE TO RETENTION AREA, TYP. ce O O METER 2'-2 1121 -- G2'-1 0 I /2" 4. 20'-4° NEW G" NEW 6" U U W Lu � PALM MAGNOLIA ¢ 1 50.00' (PLAT) CL/>Lu ;EWI b > N 0G°34'03" W 149.54' (MEASURED) PROPERTY LINE — — N — — —------— PROJECT # 1 9OG DRAWN BY KES DATE 5/15/19 SHEET TITLE PROPOSED SITE PLAN SHEET NUMBER A�00 NEW 10"-o I-8� --- - ---- ---- -------8----- -- ------------------------------ ------------ ---- - --- ------------------------ ----� --� `PALM PALM ,------ ----- 8 --------- --- --.�� D CONCRETE 51DEWALK WILL UN CONTINUOUSLY THROUGH THE DRIVEWAY EXISTING WOOD POWER POLE / n �z �z n�� oz _ �z- O QOo w' zQQ col>z �� w I J Q z w Q u- 0 O Lu 0 w 20'-0" m 00 J _I NEW (5" NEW G NEW 10" 8 PALMG— — PALM — PALM \� WOODEXISTING ' FRAMED 12 WELL I COVERED PORCH < o FUTURE POOL m I LANDSCAPE i N N.I.C. CL/I AREA I I � IL O j i' NEW G" PALM i 10'-0" SIDE SETBAC I — — — +8.25- 1 I 4-0" 2 I -------I--- -- — — 3'-O" 3'-5 I/2" 1 .� ---------------------------— — — — — — — — — — — — — -- —i ---J LINE OF EXISTING UNDERGROUND SOCK DRAIN y D LINE TO RETENTION AREA, TYP. EXISTING GUTTER AND I / 27" OAK DOWNSPOUT, TYP.2 PALM ' 8, -- PROPERTY LINE -- -- -- — -- — -- -- — -- -- -- -- -- - I HEAT PUMPS / CONDENSING UNITS ON CID A 4" CONCRETE SLAB FAM D F C 1 2019 ¢ PROPOSED SITE PLAN SCALE: 3/1 G" = 1'-0" PROJECT NORTH ml� 100 ro G76 FORT WILLIAM DRIVE SAINT JOHNS, FL 32259 904.5G4.0099 WWW. KE5-ARCH ITECT5. COM 1 EXPI RES: 2/28/2 1 LLJ U m N Z m W `V wm Qw E- LL Lr)Lu = U Q Ow — m r ►/ �0 i - m Ls. z W Q Q G) Ln O _ N Z cJ� Lu W W cNn LIS ce O O U U U U W Lu � CL/>Lu LLJ > — — N PROJECT # 1 9OG DRAWN BY KES DATE 5/15/19 SHEET TITLE PROPOSED SITE PLAN SHEET NUMBER A�00 i WALL LEGEND INTERIOR WALL CONSTRUCTION: 2x4 OR 2x6 STUDS @ I G" O.C. - SEE PLAN 1/2" GYP, BD. BOTH SIDES BEARING WALL CONSTRUCTION: 2xG STUDS @ I G" O.C. - SEE PLAN 1/2" GYP. BD. BOTH SIDES BRICK VENEER SOUND -BATT INSULATION FLOOR PLAN NOTES I . ALL DIMENSIONS ARE TAKEN FROM THE FACE OF STUD / FRAMING, UNLESS OTHERWISE NOTED 2. CONTRACTOR TO VERIFY THE DIMENSIONS INDICATED "V.I.F." ON THE PLANS AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES PRIOR TO BEGINNING OF WORK 3, INTERIOR DOORS SHALL BE FRAMED SO THAT THE FINISH DIMENSION FROM THE JAMB TO THE ADJACENT WALL IS 4-1/2", UNLESS OTHERWISE NOTED LINE OF WALL BELOW. DIMENSIONS ARE FROM FACF OF STI Jn 3RD FLOOR PLAN - MAIN HOUSE 1.3)SCALE: 1/4" = 1-0" r,11% 1 A-3.1 1 5/2 L- 0 5)/2" SQUARE FOOTAGE - MAIN HOUSE I ST FLOOR - CONDITIONED 1,707 SF TERRACES - UNCONDITIONED 598 SF 2ND FLOOR - CONDITIONED 1,704 SF BALCONY - UNCONDITIONED G7 SF 3RD FLOOR - UNCONDITIONED 424 SF TOTAL CONDITIONED 3,835 SF w . _ . J G78 FORT WILLIAM DRIVE SAINT JOHNS, FL 32259 904.387.6818 WWW. KES-ARCH ITECT5. COM W m U m Z N W N w O C)Q OW o m rI ^^ ^v 1I ry � ~ \ mz W Q � Q V) � I m Ln N O o O V) Lu w W n I_ W PROJECT # 19OG DRAWN BY KE5 DATE 5/15/19 SHEET TITLE 3RD FLOOR PLAN SHEET NUMBER A0l • SQUARE FOOTAGE - MAIN HOUSE 15T FLOOR - CONDITIONED 1,707 SF TERRACES - UNCONDITIONED 598 SF 2ND FLOOR - CONDITIONED 1,714 SF BALCONY - UNCONDITIONED G7 SF 3RD FLOOR - UNCONDITIONED 424 SF TOTAL CONDITIONED 3,421 5F SQUARE FOOTAGE - DETACHED GARAGE 15T FLOOR - CONDITIONED 222 SF 2ND FLOOR - CONDITIONED 202 SF TOTAL CONDITIONED 424 SF c_ U o EXISTING SIDEWALK =) Q TO REMAIN --1 z z cC:-= C==D Q 0 Ln0 EXISTING WOOD POWER POLE Sc4, �m �'z n�� cz z v QOp z. z!_> �I >z LLILu LIV .J 1 I IN ,7 TELEPHONE RISER D w �CIZI gQ Lu - O O (' 0- O O d- EXISTING WATER METER NEW G" 9 PALM SWALE AREA - A3 20'-0" D NEW 10" PALM SITE PLAN NOTES I . ALL ELEVATION MEASUREMENTS ARE NAVD 2. EROSION CONTROL MEASURES (I.E. SILT FENCE, 5WALE5, AND/OR DRAINAGE IMPROVEMENTS) SHALL BE USED ALONG THE PROPERTY LINES TO PREVENT IMPACT TO ADJACENT PROPERTIES 3. ALL TREES INDICATED TO REMAIN WILL BE PROTECTED PER THE REQUIREMENTS OF THE ATLANTIC BEACH CODE, SECTION 23-32, INCLUDING, BUT NOT LIMITED TO, PROTECTIVE BARRIERS AND SIGNAGE DURING CONSTRUCTION ACTIVITIES GUTTER AND DOWNSPOUT, TYP 2'-2 112" 4'-7" NEW G" MAGNOLIA DRAINAGE CALCULATION SITE SQUARE FOOTAGE 7,500 SF PRE -DEVELOPMENT RETENTION IMPERVIOUS SURFACE: 3,009 SF PERVIOUS SURFACE; 4,491 5F POST -DEVELOPMENT RETENTION IMPERVIOUS SURFACE: 3,369 SF PERVIOUS SURFACE: 4, 1 3 1 5F REQUIRED STORAGE VOLUME: 223 CF PROPOSED SWALE STORAGE VOLUME: 353 CF "CALCULATED PER REQUIREMENTS OF SECTION 24 -GG OF ATLANTIC BEACH'S ZONING, SUBDIVISION, AND LAND DEVELOPMENT REGULATIONS LINE OF I' PROJECTION WITH I ' ROOF OVERHANG ON 2ND FLOOR G2'- 1 0 112" IMPERVIOUS SURFACE RATIO (ISR) SITE SQUARE FOOTAGE: 7,500 SP IMPERVIOUS SURFACE: (C GAGEPALM) NE MAIN HOUSE: 2,437 SF GUEST HOUSE: 222 SF FUTURE HARDSCAPE, Magnolia Gandiflora INCLUDING POOL: 710 SF TOTAL SF: 3,369 IMPERVIOUS SURFACE RATIO: 44.9% MAXIMUM ALLOWABLE 45% LOT 34 BLOCK 13 49'-G 112" 09'-G 112" A A GUTTER AND DOWNSPOUT, TYP. TREE LEGEND PROPOSED BUILDINGS Sabal palmetto (C GAGEPALM) NE PROPOSED HARD5CAPE, LEAK NK 55 N PROPOSED GRASS PAVERS ❑ ❑ ❑ ❑ ❑ ❑ ❑ PROPERTY LINE 101, PA Magnolia Gandiflora CONTOUR CONTOUR LINE TO BE MODIFIED • . . . . .. . . .. . . NEW CONTOUR LINE ----------- (MAGOLIA, SOUTHERN) NEW DRAINAGE FLOW DIRECTION CLEAR TRUNK HT. AS SHOWN 6" MAGNOLIA to (SYCAMORE) TO REMAIN CLEAR TRUNK HT. AS SHOWN Quercus Virgmiana (LIVE OAK) TO REMAIN CLEAR TRUNK HT. AS SHOWN TREE MITIGATION CALCULATION TOTAL INCHES OF PROTECTED TREES REMOVED 134 INCHES REPLACEMENT INCHES OF TREES REQUIRED G7 INCHES 0:2 PER AB CODE OF ORDINANCES SECTION 23-33, TABLE 1) REQUIRED INCHES FOR NEW CONSTRUCTION 12 INCHES 7,500 SF LOT AREA / 2,500 = (3) 4" MIN. CALIPER Y TOTAL INCHES OF PROPOSED TREES (CABBAGE PALMS $ MAGNOLIA) 82 INCHES NOTE: I . PALMS MUST HAVE A MINIMUM 8 FOOT CLEAR TRUNK HEIGHT AT E OF PLANTING 2. ALL OTHER TREES MUST HAVE MINIMUM 2" CALIPER AND 1 O FO0 EIGHT AT TIME OF PLANTING 2 20'-4" C3 UNDERGROUND SOCK DRAIN LINE TO RETENTION AREA, TYP. 17-9" PLAN LEGEND PROPOSED BUILDINGS PROPOSED COVERED PORCHES PROPOSED HARD5CAPE, INCLUDING FUTURE WORK PROPOSED GRASS PAVERS ❑ ❑ ❑ ❑ ❑ ❑ ❑ PROPERTY LINE SETBACK LINE — EXISTING CONTOUR LINE ------------ ---------- CONTOUR CONTOUR LINE TO BE MODIFIED • . . . . .. . . .. . . NEW CONTOUR LINE ----------- DEMOLITION LINE DRAINAGE FLOW DIRECTION 150.00' (PLAT) — — — — — N OG03003" W 149.54' (MEASURED) PROPERTY LINE NEW 10 --- — ---- ---- -------8----- ----------------------- ----------- -- NPALM — 5'---------------------------�---------- — �5 E _ — \ ----- ---- 8 -- F :;L'vl r --- — -- +8.25 \ IN �iiii♦i� NIP 1 11%9111 MA WA am 01 IMMUNE 10 •, � � .. �� r♦♦♦A�♦j♦j♦��•♦♦♦♦���♦♦♦���♦♦♦ems♦♦♦1 • fes/ �:♦:♦ j�j - • • � � � ; 95 . 6 � � ■ G i ■ G � O - ■'�°'sc=�--�■■qi��.i■eiG��i■■eGG�■■■C�Ci■�iGCGi■■■���■ � � GC�i�^�] - � i ■ � ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ r ■ s ■ ■ ■ ■ ■ s ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ i ■ ■ ■ ■ ■ ■ � ■ ■ ■ ■ ■ I ■ ■ III ■ ■ ■ ■ ■ lii� ■ ■ ■ III ■ I■ ■ lil ■ ■ ■ ■ ■ ■ ■ ■ ■ 11 ■ ■ ■ ■ ■ I !! ■ ■ e; ■e c■■ -' :ii ■ i ■ ■I� ■■■■ ill ■ ■ �I ■■IIS■■■■■e■u■ik e■■■■1161■■■ e■■■■■■■■ ■■■■■■ ■ ■ ■ ■lug ■■■I,■I■■lo■■■■■■■■■� ■■■■ 1161■■■■ ■ ��� n ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ .i ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ u ■ ■ ■ m ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ PROPOSED SITE PLAN GUTTER AND 3'-G" BLACK 4'r-- BLACK DOWNSPOUT, TYP. ALUMINUM GATE ALL'.'INUM FENCE LOT 30 BLOCK 13 1 ME �♦♦♦♦i♦i♦iii♦i♦i♦i♦♦♦i♦i�'•♦i♦i►�i� , :-� - ♦♦♦♦♦♦1�♦♦♦♦♦►�♦♦� t►� 20'-0" m L m— m i go NEW 8" NEW G" 1 NEW 1011 d PALM — — PALM II _ PALM G78 FORT WILLIAM DRIVE SAINT JOHNS, FL 32259 904,5G4.0099 WWW. KE5-ARCH ITECT5.COM a� ui EXPIRES: 2/28/21 m m ' N N L.Lj m w F— LL- (j LU o W — m mz Q X woos O AN EXISTING I m G) FRAMED 2 ILL Ln — O COVERED LN— N PORCH Q ' / Loo N m I / o FUTURE POOL/ m ILuLANDSCAPE N.I.C. / : Q I AREA z Lu i NEW G (!) (f) I O Z I— IPALMLu LLJ Z Z O' -O" SIDE SETBAC I +8.25 1 — w 41-011 2 -0 L------ 3'-5 I /2" / /i -- -- -- --- — / 71 --I--------- ----------------- 1 ------------------- -----f ----1 LINE OF EXISTING UNDERGROUND SOCK DRAIN y I CZ 1w/ 1 �9 D LINE TO RETENTION AREA, TYP./ EXISTING L~!-! � � GUTTER AND I / 27" OAK I p CI DOWNSPOUT, TYP. Q NEW 1211 LLJ LLJ PALM i I (s) (t) _ Q? — c4. Lu W W PROPERTY LINE — — — — — — — — — — — — IL �/ HEAT PUMPS/ CONDENSING UNITS ON � PROJECT # 1906 A 4" CONCRETE SLAB D m DRAWN BY KE5 DATE 5/15/19 otp 1 0 0 SHEET TITLE V Fj (?ov ¢ PROPOSED Ep JAN o��2a SITE PLAN i l QI- �� PROJECT NORTH A-0.1 WALL LEGEND INTERIOR WALL CONSTRUCTION: 2x4 OR 2x6 STUDS @ I G" O.C. - SEE PLAN 1/2" GYP. BD. BOTH SIDES BEARING WALL CONSTRUCTION: 2x6 STUD5 - REFER TO 5TRUCTU PAL 1/2" GYP. BD, BOTH SIDES BRICK VENEER SOUND -BATT INSULATION FLOOR PLAN NOTES I . ALL DIMENSIONS ARE TAKEN FROM THE FACE OF STUD / FRAMING, UNLESS OTHERWISE NOTED 2. CONTRACTOR TO VERIFY THE DIMENSIONS INDICATED `V. Lf." ON THE PLANS AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES PRIOR TO BEGINNING OF WORK 3. INTERIOR DOORS SHALL BE FRAMED SO THAT THE FINISH DIMENSION FROM THE JAMB TO THE ADJACENT WALL IS 4-1/2" UNLE55 OTHERWISE NOTED SQUARE FOOTAGE - DETACHED GARAGE I ST FLOOR - CONDITIONED 222 SF 2ND FLOOR- CONDITIONED 202 SF TOTAL CONDITIONED 424 5F A-22.3 17'-G" 1 ST FLOOR PLAN -D SCALE: 114" = I-0" 2 A-2.3 ETACH E D GARAG Ln m A A 3.4 O" FIN. ❑ \ u0 CA O 0 1 2'-4/2' 0-5" SQUARE FOOTAGE - MAIN HOUSE IST FLOOR - CONDITIONED 1,707 SF TERRACES - UNCONDITIONED 2ND FLOOR - CONDITIONED (:1714Z-9fBALCONY - UNCONDITIONED 3RD FLOOR - UNCONDITIONED 4 F TOTAL CONDITIONED 3,42 1 SF - 101 1=17 ICE LOSET 7�136 ----- L ------ in I K CAB. '[' ��1 c\1 A A A D D D I I - ` OOD p REF./ ABOVE - - z FZR. 108 a 24" BASE KITCHEN u - A L = I CABINETS W/ 16" SHELVES ❑? - - 13" UPPERS o W/80VEN E w BREAKFAST OFFICE - 2 j _ _ _ ° 0 AREA _ 36" DWtu SINK rn o D �o I REF./ 0\-/ OIL FIN. FLOOR BUTLER'S FZR. oPANTRY ELEV. +0'-0" m u z `J I O h' B m A-2.1 ,I IIS - � N 3'-O)%2" 3'-3/2r c� 1 N A-3.3 DN N (4) -1 /2" RIS RS 00 I (3) 14" TREAD5 O�D SLOPED A PORCH (L V/) PORCH (HIGH) -N ELEV. -0'-5` — ELEV. -0'-3" FRONT PORCH O • ooI � ❑ A-2.3 I E PROJECT NORTH ❑ I I ❑ 8'-33/4 3- 1 1 " I. 6'-4" oa GZD POWDER I PANTRY --------- BATH I 1 u 4'-4/2" 9l -(Y 104 I EQ,I',EO I FIN. FIN. in D D p j FIN. FLOOR a A A A J ELEV. +0'-0" -771 100 I jl II II ul II o IO2 I 106 � ---- ---- FOYER HALL # I --- 00 OI FEE] O -63/4' 5'-3�2" 63/4;; 6;_5" _ - FIN. CASED OPENING m `L 16" CUBBIES I / COAT 103 05 W/ 24" BENCH 107 CLOSET O �O 105 � I — ELEC. C I 4'-O" 104 - � FIN. LIVING N ROOM o STAIR WASHE HALL 4'- 09 ,,�� II I �2" 3'-v2" 2 - /2 z 5�2' DRYER - -- - -- - - -- /2 STAIR - �I LAUNDR Flr!. FLOOR _1 I o7 -N - ( 8) 7 /2 RI5 RS = I � II \ I ELS .. +0 0 (I 7 1 1 " TREADS - O uP z -L ! A - __ II li _ - I I - -- -- -- - -. -- 15O STANDARD PO_ I I I I -, I I S II Ilii � ISOKERN � _\ OL RCH (HIGH) _ I FIREPLACE ELEV. -0'-3" B o _ 2'-3.. O 003 O (3) 7-23/8' RISERS O I o PORCH (H GH) OLu CL READSD 10 -- - - -- -- ELEV. -0' - - DN SI K ❑ — ...._III _ - PORCH (LOW) --- — ELEV. -0'-5" O O I �7: 8'-33/4.. 8'-6" 4'-V2 I 8'-91%2 " i I '-9" 3'_9Y2 34" BASE LL CABINETS W/ IG"UPPERS 1 4'-101211 1 G'-1 1/2 ' 4'-53/4" 7,-5Y4 2 1 A-2.1 A-3.5 1ST FLOOR PLAN - MAIN HOU SCALE: 114" = 1'-0" I SE a MIL COVERED PORCH DN 002 (4) 5-1/2" 15ER5 3) 14" TREADS SLOPED 12'-0" G78 FORT WILLIAM DRIVE SAINT JOHNS, FL 32259 904.564.0099 WWW. KE5-ARCHITECT5.COM EXPIRE5: 2/28/21 w U Z Lu D Lu ne cn Lu Q Ln N O m (o N N wm W ry J =U OW — m r , IN Z U) ❑ w p z z Ce O O U U PORCH (LOW) � � ELEV. -0'-5"&Lu^^j Lu LLJ� (s) (] Iii � R/ PROJECT # 1906 DRAWN BY KE5 - DATE 5/15/19 SHEET TITLE 1 ST FLOOR Co AiMJN1 i Y DEVELOPMENT PLAN PROJECT NORTH SHEET NUMBER WALL LEGEND INTERIOR WALL CONSTRUCTION: 2x4 OR 2xG STUDS @ I G" O.C. - SEE PLAN 1/2" GYP. BD. BOTH SIDES BEARING WALL CONSTRUCTION: 2xG STUDS @ I G" O.C. - SEE PLAN 1/2" GYP. BD. BOTH SIDES BRICK VENEER SOUND -BATT INSULATION FLOOR PLAN NOTES I . ALL DIMENSIONS ARE TAKEN FROM THE FACE OF STUD / FRAMING, UNLESS OTHERWISE NOTED 2. CONTRACTOR TO VERIFY THE DIMENSIONS INDICATED "V, L.F." ON THE PLANS AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES PRIOR TO BEGINNING OF WORK 3. INTERIOR DOORS SHALL BE FRAMED SO THAT THE FINISH DIMENSION FROM THE JAMB TO THE ADJACENT WALL IS 4-1/2", UNLE55 OTHERWISE NOTED SQUARE FOOTAGE - DETACHED GARAGE 15T FLOOR - CONDITIONED 222 SF 2ND FLOOR - CONDITIONED 202 SF TOTAL CONDITIONED 424 SF J 2ND FLOOR PLAN -DETACHED GARAG SCALE: 114" = I'-0` E PROJECT NORTH SQUARE FOOTAGE - MAIN HOUSE 15T FLOOR - CONDITIONED 1,707 SF TERRACES - UNCONDITIONED 5 F 2ND FLOOR - CONDITIONED C1,714 SF BALCONY - UNCONDITIONED G7 SF 3RD FLOOR - UNCONDITIONED 424 SF TOTAL CONDITIONED 3,421 SF 1 1 �.2 G 2'-5/2" 2'-4" T -V4" 0'- 13%4 4'- 4'- 1 1 " 4'-0 G' -3Y2' G'-712' 8'-5�2" 0-5" C O 0 O 0 0 O O O OIS G1-4" L I -+ - '42 2ND FLOOR PLAN -MAIN HOUSE SCALE: I /4" = I '-0" 1 1% A-3.5 _E�ALCONY. C 218 020 j/ (D JAN' ,20 cob ' PROJECT P 1�� ENr NORTH ROVCD 678 FORT WILLIAM DRIVE SAINT JOHNS, FL 32259 904.564.0099 WW W. KE5-ARC H ITECT5. CO M EXPI RE5: 2/28121 W U m N z N WN Wm w I— LL_ CJ) T-v I Q rOW .L Cc) ry mz W 0 � — O O N OLLJ z z W W W oe O O U U U U w w W (L. D. C) C) ~ (t) cn IC_ LLu >^/>// aj Lu N m PROJECT # 19OG DRAWN BY KE5 DATE 5/15/19 SHEET TITLE 2ND FLOOR PLAN SHEET NUMBER A�l • PVC LOUVERED PANEL 3RD FLOOR CEILING ELEV. +29'-3" 3/4" HARDIE PANEL BOARDS WITH 1-1 /2" HARDIE BATTEN BOARDS RED CEDAR BRACKET, PAINTED, TYP. REFER TO 5/A-3.7 3RD FINISHTLAF ELEV. +2 P 2ND FLOOR ELEV. + 19'114"/ mHARDIE ARTSIDING W/ HRAINSCREENCOATED SH� co 2ND FINISHED FLOOR -' SAINT JOHNS, FL 32259 ELEV. + 1 P-4-114" I ST FLOOR CEILING ELEV. +3'-7-1/2" - - I Ox 10 SELECT Q CYPRESS COLUMN A EXPIRES: 2128121 Lu a U m 1 1 A-3.4 A-3.3 12 3 r- 1 2 - --- —� 3 - 9�12 - — —_— - —_-- _------- --— -- L Ll Eu- --- - — -- --V - - _ m H 15T FINISHED FLOOR YL_J --- I —71L—i _ ELEV. +0'- I - I /2" PORCH _ --- - - ---- ELEV.-0'-1-1 /2" L 1-7 GRADE _- r ELEV.-2'-0-3/4 m 0 N SOUTH ELE)✓ATION �A-2. 1 SCALE: 114" = 1'-0" A-3.1 GAF ARCHITECTURAL ( -- --- — -- SHINGLE ROOF - — - - 12 _---- - --- - — - 3RD FLOOR CEILING -- ELEV. +29'-3" - - - - — — — -- 3-1/2" PVC CASING W/3/4"13ACKBAND —-------- - - — -- 1-1 /2" PVC SILL — -- - - — -- — -- 3RD FINISHED FLOOR — — — — -- - --- --: — - --- — -- - — — ELEV. +2 P -3" -- 2ND FLOOR CEILING — — — HARDIE ARTISAN LAP SIDING _ W/ CEDAR BREATHER ON EXOAIR COATED SHEATHING �� - - --- oil ALUMINUM STANDING - SEAM ROOF = I 2ND FINISHED FLOOR ELEV. + 1 P-4-1/4" /4" 15T FLOOR CEILING 3 ELEV. +0'-7-1/2" Ox 10 SELECTFFI� ICYPRESS COLUMNIII I II III 15T FINISHED FLOOR ELEV. +O'-1-1 /2" m PORCH ELEV.-0'-1-1/2" GRADE - ---- - ---L ELEV.-2'-0-3/4" m 0 N �2 EAST ELEVATION �,A_2.1) SCALE: 1/4" = PAY PAINTED BRICK VENEER CHIMNEY WITH ALUMINUM CAP 12 BRICK ACCENT. 9 REFER TO 9/A-3.7 1_ L _ GAF ARCHITECTURAL SHINGLE ROOF 2x8 RAFTER TAILS, PAINTED CASEMENT UNIT SET IN SEALANT IN A FLUID APPLIED WATERPROOFED OPENING 3-1/2" PVC CASING W/ 3/4" BACKBAND 1-1 /2" PVC SILL ALUMINUM STANDING SEAM ROOF BRICK VENEER, PAINTED 0 CASEMENT UNIT SET IN SEALANT IN A FLUID APPLIEC WATERPROOFED OPENING HARDIE ARTISAN LAP SIDING W/ HYDRODRY RAINSCREEN ON EXOAIR COATED SHEATHING PRE -FINISHED ALUMINUM RAILING RED CEDAR BRACKET, PAINTED I Ox 10 SELECT CYPRESS COLUMN 7:7�AND BEAM PRE -FINISHED ALUMINUM RAILING BRICK VENEER, PAINTED COMMuNjI`y APPRO �RO /►/ JEFt) G78 FORT WILLIAM DRIVE SAINT JOHNS, FL 32259 904.564.0099 WWW. KE5-ARCH ITECT5. COM A EXPIRES: 2128121 Lu U m z m N W `V �m w Qw LL- Ln W �- Q �.L. 0 w _ cl) i- ry CO fri m z W Q Q Q O L �O N O N � Q Z p z (ri z w D w w N w O O U U U U W DZ/ w (L. CZ - w w III Lu (s) (s) - N m PROJECT # 19OG DRAWN BY KES DATE 5/15/19 SHEET TITLE EXTERIOR ELEVATIONS SHEET NUMBER A�2 40 CASEMENT UNIT SET IN SEALANT IN A FLUID APPLIED WATERPROOFED OPENING 3RD FLOOR CEILING ELEV. +29'-3" 2x8 RAFTER TAILS, PAINTED ro 3RD FINISHED FLOOR ELEV. +2 P-3" 2ND FLOOR CEILING ELEV. + 19'-10-1 /4" =Q v PRE -FINISHED ALUMINUM RAILING i x 2ND FINISHED FLOOR -_ ELEV. + 1 P-4-114" - 1 ST FLOOR CEILING ELEV. +9'-7-1/2" - RED CEDAR BRACKET, PAINTED. REFER TO 4/A-3.7 PRE -FINISHED co ALUMINUM RAILING BRICK VENEER, PAINTED 15T FINISHED FLOOR 1 1 A-3.3 A-3.4 GAF ARCHITECTURAL — -- — I SHINGLE ROOF 12 3RD FLOOR CEILING-�` — — 12 ELEV. +29'-3" L — -- -- — — -- — -- — r 2x8 RAFTER TAILS, _ — PAINTED 3RD FINISHED FLOOR ----— ----- ELEV. +2 P-3" —_— —_— — _ — N 12 2ND FLOOR CEILING -- -- -- - ELEV. + 19'- 10- 114 _�. — -- --_ -- -- _4 HARDIE ARTISAN LAP SIDING W/ HYDRODRYL71L RAIN5CREEN ON EXOAIR _ COATED SHEATHING ---- I I — ALUMINUM STANDING --- _ SEAM ROOF L -E :1E 2ND FINISHED FLOOR ELEV. + I P-4-114" /4.. - 15T FLOORI� CEILING I I ELEV. +9'1 - IL I I Ox 10 SELECT c9 CYPRESS COLUMNLl -_- — 15T FINISHED FLOOR - ELEV. +0'-1-1 /2" PORCH ELEV.-0'-1-1/2" - — GRADE — me m ELEV.-2'-0-3/4" m - O N NORTH ELEVATION A /1 _ lw� 1� A-3.2 A-3.1 ALUMINUM STANDING SEAM ROOF - ---- 12 ELEV. +0- I -1 /2" PORCH ELEV.-O'-1-1 /2" GRADE - - �L- ELEV. -2'-0-3/4' m O N r -2 -**)WEST ELEVATION A-2.2/ SCALE: 1/4" = i -0 -0" 1- - PVC LOUVERED PANEL - 3/4" HARDIE PANEL BOARDS WITH 1-1 /2" HARDIE BATTEN BOARDS ` RED CEDAR BRACKET, PAINTED, TYP. REFER )TO 5/A-3.7 rKf;-f IN15HE ALUMINUM RAILING N—.Z-RED CEDAR BRACKET, PAINTED. REFER TO 4/A-3.7 ,_-- --PVC PANEL uj - - --- - -------- 1+1 1 1— i r� r- GAF ARCHITECTURAL SHINGLE ROOF A RED CEDAR BRACKET, PAINTED, TYP. REFER TO G/A-3.7 3-1/2" PVC CASING W/ 3/4" 13ACK13AND 112" PVC SILL HARDIE ARTISAN LAP SIDING W/ HYDRODRY RAINSCREEN ON EXOAIR COATED SHEATHING ALUMINUM STANDING SEAM ROOF couu rrr 4p oEvECOPc p&o V 'Nr JAN `fro E r't 67(5 FORT WILLIAM DRIVE SAINT JOHNS, FL 32259 904.564.0099 WWW. KES-ARCHITECTS. COM N EXPIRES: 2/28/21 W U m z m N -' W�m QW R/ J Lo N cn - Lp �. ~o Q ^W'' L.L W nl 6� V 1 G) m~ Z Q Fes - zz \W / - Q p -' (3) N Lo N - Lp �. p nl 6� Z O Fes - zz Lu Lu U U U U lu a r W Lu W W Lu Lu D- - N m PROJECT # 190G DRAWN BY KE5 DATE 5/15/19 SHEET TITLE EXTERIOR ELEVATIONS SHEET NUMBER REFER TO ^ ^ 9 FrIP WINDOW E 1-1 /2" PVC SILL W/DRI PRE-PINI51- FLASHING. SHEATHING HEMMED l ARCH ITEC 5HINGLE5 PEEL * 5TI UNDERLAY 3/4" CDX OPEN CEL IN5ULATIC,.. , DETAIL AT ROOF TO WALL SCALE: 1 112" = 1'-0" 1/2" GYP. F- LAP METAL WITH LIQUI INSECT SC 2xG 5TKUC PT 2x LEDG BLOCKING R-1 3 BATT DETAIL AT ROOF T A'3 . SCALE: 1 112" = P-0" ARCHITECTURAL - - -- - --- AND STICK UNC CDX PLYWOOD OVERLAP SHINC WITH METAL RO OPEN CELL, 5PF INSULATION. M PRE-ENGI'JEEREI 4 DETAIL AT O WALL INTERIOR TRIM 112" GYP. BD. R- 13 BATT INSULATION PRE-ENGINEERED ROOF TRUSS HARDIE ARTI5IAN LAP SIDING, G" EXP05URE AMICO HYDR05TOP FAIN SCREEN OR APPROVED EQUAL PRE -FINISHED ALUMINUM FLASHING. EXTEND UP SHEATHING A MIN. OF 8'. HEMMED TO ROOF STANDING SEAM METAL ROOF WITH CONCEALED FASTENERS PEEL 4 STICK UNDERLAYMENT O?: 3/4" CDX 5HEATH— APPROVED LIQUID WATERPROOFING ON 112" CDX PLYWOOD PRE-ENGINEERED ROOF TRU55 A I 7/ SCALE: 1 112" = 1'-0" ROOF TRANSITION APPLY PEEL AND STICK AT FLASHING EDGE5 PRE-FINI5HED ALUMINUM FLASHING. EXTEND UP AND DOWN SHEATHING A MIN. OF 8' STANDING 5EAM METAL ROOF WITH CONCEALED FASTENERS 3/4" CDX PLYWOOD ROOF SHEATHING 2x RAFTER jk T/O BEAM NV ELEV. +32'-3-3/4" STANDING SEAM ALUMINUM ROOF ' us' W/ CONCEALED FASTENERS ON PEEL STICK UNDEKLYAMENT 4 A-3.1jk --__-_ TIO PLATE ELEV. +27-5-1/2' i I 2 I OPEN CELL, SPRAY FOAM �32 _ INSULATION. MIN. K-30 I 9 T/O PLATES �' ELEV. + 19'- I 1 -1 /2" 2x BEAM f CASEMENT UNIT SET IN SEALANT IN A FLUID APPLIED WATERPROOFED OPENING I I =,G STRUCTURAL U DS BEAM----T/O PLATE _ ELEV. +9'-8-3/4" 2x STRUCTURAL HEADER -- BEDROOM #2 12 3 �— v m YON BEAM OR GIRDER TRUSS BEAM OR GIRDER TRUSS BONUS ROOM CLOSET #2 12" PRE-ENGINEERED FLOOR TRUSS —7 HALL #2 I G" PRE-ENGINEERED FLOOR TRU55 in BEAM OR GIRDER TRUSS KID'S _ LOUNGEAL SOUND BATT I N5U LATION OPEN CELL, SPRAY FOAM INSULATION. MIN, R-30 ARCHITECTURAL SHINGLES ON PEEL AND STICK UNDERLAYMENT ROOF CRICKET. REFER TO 10/A-3.7 -" PRE-ENGINEERED TRUSSES T -�- 3 - A-3.1 \� I I 2x8 RED CEDAR RAFTER TAIL, PAINTED I PVC WINDOW CA51NG I i R-13 BATT /—INSULATION I' ; BUTLER'SR- 13 BATT ;l INSULATION PANTRY LAUNDRY ,I i i. LI IiAPPROVED LIQUID AIR AND VAPOR BARRIER Iii I i _ 77 2 il' r A-3.1 - l -,Z]I T/O SLAB -I - APPROVED LIQUID AIR AND VAPOR BARRIER 112" GYP. BD. CASEMENT UNIT SET IN SEALANT IN A FLUID APPLIED WATERPROOFED OPENING 3/4" WOOD FLOORING ON 3/4" SUBFLOOP, W/ VAPOR BARRIER HARDIE ARTISIAN LAP SIDING ON APPROVED RAIN SCREEN 2 _ - A-3.1 BRICK VENEER, PAINTED ELEV. +0 O . •i \ / e \ / \-77 77/ ---------- 8" CMU STEM WALL \/\/ /\/\/\ / \ r\//\/\/\/\\/ A/� j //\//\//\//j STRUCTURAL CONCRETE SLAB \\/\\/�\/ GRADE j\\%\\\ \�\\�\\��\/ ON VAPOR BARRIER\\�\\ ELEV.-2'-0-3/4"NNN \ IN IN ,\ \ / WALL SE '3.2 SCALE: 112" = 1'-0" CTION JAN 1 C 2Q2C C L y r G78 FORT WILLIAM DRIVE SAINT JOHNS, I'L 32259 904.564.0099 WWW. KE5-ARCH ITECT5. COM =- _ EXPIRES: 2/28/21 W U m N z `\ W N wm W CLI LL uj Q Ow r CD V) 0') u 7- ry mz W � Q O — � N Lf) N - � O N O N � Z C) Z Z w � N LLI W Ln Lu � O O U Q) U U LU Lu no Lu C) C) w w w N m PROJECT # 19Q6 DRAWN BY KES DATE 5/15/19 SHEET TITLE SECTIONS & DETAILS SHEET NUMBER • SQUARE FOOTAGE - MAIN HOUSE 15T FLOOR - CONDITIONED 1,707 5F TERRACES - UNCONDITIONED 598 SF 2ND FLOOR - CONDITIONED 1,7 14 SF BALCONY - UNCONDITIONED G7 SF 3RD FLOOR - UNCONDITIONED 424 SF TOTAL CONDITIONED 3,421 SF SQUARE FOOTAGE - DETACHED GARAGE 15T FLOOR - CONDITIONED 222 SF 2ND FLOOR - CONDITIONED 202 SF TOTAL CONDITIONED 424 SF SITE PLAN NOTES I . ALL ELEVATION MEASUREMENTS ARE NAVD 2. EROSION CONTROL MEASURES (I.E. SILT FENCE, 5WALE5, AND/OR DRAINAGE IMPROVEMENTS) SHALL BE USED ALONG THE PROPERTY LINES TO PREVENT IMPACT TO ADJACENT PROPERTIES 3. ALL TREES INDICATED TO REMAIN WILL BE PROTECTED PER THE REQUIREMENTS OF THE ATLANTIC BEACH CODE, SECTION 23-32. INCLUDING, BUT NOT LIMITED TO, PROTECTIVE BARRIERS AND SIGNAGE DURING CONSTRUCTION ACTIVITIES PUBLIC WORKS { }APPROVED o { } DENIED { } NOT APPLICABLE TO DE ryN � Q w O7 O 0- 't O O DRAINAGE CALCULATION SITE SQUARE FOOTAGE 7,500 Sf PRE -DEVELOPMENT RETENTION IMPERVIOUS SURFACE: 3,009 SF PERVIOUS SURFACE: 4,49 1 SF POST -DEVELOPMENT RETENTION IMPERVIOUS SURFACE: 3,369 SF PERVIOUS SURFACE: 4, 1 3 1 SF REQUIRED STORAGE VOLUME: 223 Cr PROPOSED SWALE STORAGE VOLUME: 353 CF` '"CALCULATED PER REQUIREMENTS OF SECTION 24 -GG OF ATLANTIC BEACH'S ZONING, SUBDIVISION, AND LAND DEVELOPMENT REGULATIONS DFNIE^ IMPERVIOUS SURFACE RATIO (ISR) SITE SQUARE FOOTAGE: 7,500 SF IMPERVIOUS SURFACE: (C GAGE r - -LM) NE MAIN HOUSE: 2,437 5F GUEST HOUSE: 222 SF FUTURE HARDSCAPE, Magnolla Gandlflora INCLUDING POOL: 710 SF TOTAL SF: 3;349 IMPERVIOUS SURFACE RATIO: to MAXIMUM ALLOWABLE 45% (SYCAMORE) TO REMAIN LOT 34 BLOCK 13 149'-G 1/211 TREE LEGEND PROPOSED BUILDINGS Sabal palmetto (C GAGE r - -LM) NE ❑ - LEAK NK SS N PROPOSED HARDSCAPE, INCLUDING FUTURE WORK io°PA Magnolla Gandlflora PROPOSED GRASS PAVERS (MAGOLIA, SOUTHERN) NEW ❑ 11 11 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ CLEAR TRUNK HT. AS SHOWN s° MAGNOLIA to % (SYCAMORE) TO REMAIN _ _ CLEAR TRUNK HT. AS SHOWN I WITH FOOT WAS Quercus VlrGglnlana m Z N (LIVE OAK) TO REMAIN 1111❑❑❑ CLEAR TRUNK HT. AS SHOWN i ��❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑r — TREE MITIGATION CALCULATION 1111❑ TOTAL INCHES OF PROTECTED TREES REMOVED 1 34 INCHES REPLACEMENT INCHES OF TREES REQUIRED G7 INCHES 0:2 :2 PER AB CODE OF ORDINANCES SECTION 23-33, TABLE 1 ) REQUIRED INCHES FOR NEW CONSTRUCTION 12 INCHES 7,500 5F LOT AREA / 2,500 = (3) 4" MIN. CALIPER -- Y W Q TOTAL INCHES OF PROPOSED TREES (CABBAGE PALMS * MAGNOLIA) 82 INCHES NOTE: 4 1. PALMS MUST HAVE A MINIMUM 8 FOOT CLEAR TRUNK HEIGHT AT TIME OF PLANTING 2. ALL OTHER TREES MUST HAVE MINIMUM 2" CALIPER AND 10 FOOT HEIGHT AT TIME OF PLANTING j PLAN LEGEND PROPOSED BUILDINGS as o PROPOSED COVERED PORCHES ❑ - _ PROPOSED HARDSCAPE, INCLUDING FUTURE WORK ❑ ❑❑❑❑❑�-- PROPOSED GRASS PAVERS ❑ 11 11 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ PROPERTY LINE SETBACK LINE — — EXISTING CONTOUR LINE - - - - - - - - - - - CONTOUR LINE TO BE MODIFIED • • • • • • • • • • • • • NEW CONTOUR LINE ----------- DEMOLITION LINE — - - — - - — DRAINAGE FLOW DIRECTION o U o EXISTING SIDEWALK Q TO REMAIN c--=) c-= U l� c U II 20'-O" 109'-6 11211 c� c= 0 o N Q GUTTER AND LINE OF P PROJECTION A GUTTER AND 2 U EXISTING Q UNDERGROUND SOCK DRAIN WATER DOWNSPOUT, TYP. WITH PROOF OVERHANG DOWNSPOUT, TYP. LINE TO RETENTION AREA, TYP. ° 2'-2 I/2" ON 2ND FLOOR G2'-10 1/2" 20'-4"17-911 8 o METER NEW 4" NEW 10" NEW 6" 1 50.00' (PLAT NEW 8" a ° N OG°34'03" W 149.54' (MEASURED) PPALM ROPERTY LINE > ° 'c4, PALM PALM MAGNOLIA -- -- -- -- — -- -- -- -- — — -- -- -- -- —— mi NEW 10" � PALM E v- Q V EXISTING WOOD POWER POLE F- Q CL Q u- 0 U-1 0 0 w 20'-0" m � m- c� � OO NEW G" NEW 10" c4 PALM 1i — PALM \c'' o° (3�� '```- 8` --- _ _ - --- - - - - - - - - - -------8----- ---------------- ------- ----------- -------------_---------------------------- - \ PALM/------ ----- 3 --------- --- --:\ .. ° -- - ------ 0+8.25 5'-0" SIDE S CK I I J SWALE AREA - — -- -- // ---- -- -__ / a v Q -------------- y ---- - -- - - - -- _ - ° • I /'-. � cn ' ; = ==� -_-. —_- _-- _ __ _- -_ - - -_- -- ___ _==-- -- - _- ,_ � -= TW -STORY - - I _ I - _ - 1 - _— -- -_- - - -- - - I WOO FRAMED - Lh 1 I _ - - ---- ------ ---- ___.__ ---- - - - --- - - -- - ---� — -- - -= DETACt1ED GARAGE = - EXISTING 37 � - - -- _ - _ �� --- -- -_ - - -- \\ SYCAMORE ' Lu 001 1 ( --- -- - ----- - — _-.- -- LANDSCAPE BL 13 - s - - _ _-- — __ _ - I -^ I� AREA Flkl. FLOOR = - 8.251 --=ELEV. +8.50' N w ,� = __ -_ - TWO-STORY WOOD a - - -- -- = - - FRAMED H O USE _ -- _ ---- - 0+8.25 I -- - / I -- -= cP ° UNDERGROUND _ FIN. FLOOR _ — 0) SOCK DRAIN LINE — -- ELEV. + 10.75' ° - TO RETENTION AREA TYP, ONE -ST Y -_ __ WATER — IR-wr"14111up" WOOD 1.1 OOD STONE COVERED ffRAMED PAVERS POKCH COVERED ♦♦♦♦♦♦ �♦ ♦♦�♦♦♦♦♦♦♦1 ��►♦♦���♦♦♦1►� / I.. :1000000[10000000 ■ ■ ■♦♦♦♦♦♦♦♦♦♦♦♦♦1♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�!J♦♦���♦♦♦' ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�♦ ♦♦♦♦♦♦♦♦♦♦♦♦♦♦�1♦♦1► d EXISTING GUTTER AND WATER DOWNSPOUT, TYP m METER 2 EXISTING TELEPHONE RISER PROPOSED SITE PLAN SCALE: 3/1 G" 1"0' 3'-G" BLACK 4' HT. BLACK ALUMINUM GATE ALUMINUM FENCE LOT 30 BLOCK 13 \ I I • I I SWALE I I I AREA I �n +7. / I i / I / I / / PALM i I 10'-0' SIDE SETBAC I +8.25 I 2-0" - - - - - - - ------------------------------ _ LINE OF EXISTING UNDERGROUND SOCK DRAIN / D LINE TO RETENTION AREA, TYP. EXISTING I1\ I 27" OAK GUTTER AND NEW 12" / `o DOWNSPOUT, TYP. 2 PALM f \ �pp PROPERTY LINE— I i HEAT PUMPS / CONDENSING UNITS ON co A 4" CONCRETE SLABm I Q PUBLIC WORKS { }APPROVED { } DENIED { } NOT APPLICABLE TO DEPT b E- h I'Eu, a PROJEC NORTH JAN 10 Pnm Building City of Atlantic c (z/ illim G78 FORT WILLIAM DRIVE SAINT JOHNS, FL 32259 as o ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ - - � ❑ ❑ ❑ ❑ - _ — ❑ ❑❑❑❑❑�-- L� ❑ ❑ ❑ ❑ ❑ J - - I OUTDOOR SHOW R ~ % _ _ I WITH FOOT WAS m Z N 1111❑❑❑ 11_11 Qa I ��❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑r — - - 1111❑ 1111❑ LLJry ~ Q Ow ------- -- W Q ---- ---- --------- ❑ El Cl IME ❑ ❑ ❑ a �C( ❑❑❑❑❑❑❑❑ ❑ 0 01,9.,0 ❑1111❑ -_ ❑ -- - - Lo 00 N ❑ a C ° ❑❑❑❑❑❑❑ ❑ ❑ El 1:1 -_ -: -❑_ -- -- -❑ El El :1 El 0 E El El ❑ ❑❑r7❑❑ ❑ ❑❑ 0 N ❑ ❑ z1 000 ❑ ❑ ❑ ❑ ❑ ❑ ❑ 13 ❑ ❑ 00000 ❑ ❑ - N _ u - — ti s a Q ❑ lj ❑ ❑ ❑ ❑ ❑ ❑ ❑❑ ❑ ❑ 000 ❑ ❑ ❑ ❑ ❑ ❑ ❑ J - — - _ ❑ El ED El (J) El ° a ❑ ❑ ❑ ❑ El❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 000 0 ❑ ❑NI W _ _ -- _ _-. ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 1 ❑ ❑ 1-1 11 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ p J 0000000 ❑ D11000077- ❑ ❑ ❑ =1 - _ - _ - ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 7101100000 o °` 1111❑❑❑❑❑ GRA551❑❑---'Ei❑N1_-_- _-1111 1111❑❑❑❑ - ------- ❑❑❑❑ El o ❑❑❑❑0110 q U U AVtR5 =797 r-- L�L1 D- F" C) ° a ° ::1 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ Cl ❑ ❑ ❑ ❑ - ❑ ❑ ❑ ❑ L:. —-.. _ — _ _. _ ❑ ❑ ❑ ❑ ❑ 0 ❑ ❑ ❑ ❑ ❑ ❑ - ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ - w ❑I❑❑❑❑❑❑❑❑❑❑❑❑ ❑❑❑❑❑❑1111 __ _ -_ ❑_ _Do 000❑0❑ ❑❑❑❑ ❑ ❑ 110❑111:111 1111 ❑ ❑❑❑❑❑❑❑❑❑c❑ ❑❑❑-1111❑❑❑ __ -.. 1111❑o DATE 5/15/15 4 a a °. =l ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 0 ❑ L ❑ ❑ ❑ — ❑ ❑ ❑ ❑ _._ - _ _. —., i__ ❑ ❑ ❑ ❑ SHEET NUMBER A�00 4 - r� Iia n n n L1 .rt�r'=❑ n - — — t — - — r.1 n r Li�F� rin is n nr =l . Lin -LL 2❑ Q S 003048" E 140.81' (MEASURED) i a 1 50.00' (PLAT) EXISTING GUTTER AND WATER DOWNSPOUT, TYP m METER 2 EXISTING TELEPHONE RISER PROPOSED SITE PLAN SCALE: 3/1 G" 1"0' 3'-G" BLACK 4' HT. BLACK ALUMINUM GATE ALUMINUM FENCE LOT 30 BLOCK 13 \ I I • I I SWALE I I I AREA I �n +7. / I i / I / I / / PALM i I 10'-0' SIDE SETBAC I +8.25 I 2-0" - - - - - - - ------------------------------ _ LINE OF EXISTING UNDERGROUND SOCK DRAIN / D LINE TO RETENTION AREA, TYP. EXISTING I1\ I 27" OAK GUTTER AND NEW 12" / `o DOWNSPOUT, TYP. 2 PALM f \ �pp PROPERTY LINE— I i HEAT PUMPS / CONDENSING UNITS ON co A 4" CONCRETE SLABm I Q PUBLIC WORKS { }APPROVED { } DENIED { } NOT APPLICABLE TO DEPT b E- h I'Eu, a PROJEC NORTH JAN 10 Pnm Building City of Atlantic c (z/ illim G78 FORT WILLIAM DRIVE SAINT JOHNS, FL 32259 904.564.0099 WWW. KE5-ARCH ITECT5. COM I 0+8. 0' — ❑ ❑❑❑❑❑�-- L� ❑ ❑ ❑ ❑ ❑ J - - I OUTDOOR SHOW R ~ % _ _ I WITH FOOT WAS m Z N 1111❑❑❑ 11_11 Qw I — ❑ 1111❑ 1111❑ LLJry ~ Q Ow ------- -- W Q ---- ---- --------- ❑ El Cl IME ❑ ❑ ❑ ❑ ❑ ❑ 0❑ 0 El^ Lo N ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ N El LO N ❑ ❑ N n Ll -D .n-❑- n � — ti EXISTING GUTTER AND WATER DOWNSPOUT, TYP m METER 2 EXISTING TELEPHONE RISER PROPOSED SITE PLAN SCALE: 3/1 G" 1"0' 3'-G" BLACK 4' HT. BLACK ALUMINUM GATE ALUMINUM FENCE LOT 30 BLOCK 13 \ I I • I I SWALE I I I AREA I �n +7. / I i / I / I / / PALM i I 10'-0' SIDE SETBAC I +8.25 I 2-0" - - - - - - - ------------------------------ _ LINE OF EXISTING UNDERGROUND SOCK DRAIN / D LINE TO RETENTION AREA, TYP. EXISTING I1\ I 27" OAK GUTTER AND NEW 12" / `o DOWNSPOUT, TYP. 2 PALM f \ �pp PROPERTY LINE— I i HEAT PUMPS / CONDENSING UNITS ON co A 4" CONCRETE SLABm I Q PUBLIC WORKS { }APPROVED { } DENIED { } NOT APPLICABLE TO DEPT b E- h I'Eu, a PROJEC NORTH JAN 10 Pnm Building City of Atlantic c (z/ illim G78 FORT WILLIAM DRIVE SAINT JOHNS, FL 32259 904.564.0099 WWW. KE5-ARCH ITECT5. COM L� EXPI RE5: 2128121 W U m m Z N W N w m Qw _ LL- C/7 LLJry ~ Q Ow rv000 mz W Q Q G O Lo � O N LO N O N � Z O (J) W W W cn LLJ O O U U U U W LL 1 a- L�L1 D- F" C) C) cn (t) w w w (L r/ R// PROJECT # 1 OOG DRAWN BY KES DATE 5/15/15 SHEET TITLE PROPOSED SITE PLAN SHEET NUMBER A�00 WALL LEGEND INTERIOR WALL CONSTRUCTION: 2x4 OR 2x6 STUDS @ I G" O.C. - SEE PLAN 1/2" GYP. BD. BOTH SIDES BEARING WALL CONSTRUCTION: 2xG STUDS @ I G" O.C. - SEE PLAN 1/2" GYP. BD. BOTH SIDES BRICK VENEER�i/'� SOUND -BATT INSULATION FLOOR PLAN NOTES I . ALL DIMENSIONS ARE TAKEN FROM THE FACE OF STUD / FRAMING, UNLESS OTHERWISE NOTED 2. CONTRACTOR TO VERIFY THE DIMENSIONS INDICATED "V.I.F." ON THE PLANS AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES PRIOR TO BEGINNING Of WORK 3. INTERIOR DOORS SHALL BE FRAMED SO THAT THE FINISH DIMENSION FROM THE JAMB TO THE ADJACENT WALL IS 4-112", UNLESS OTHERWISE NOTED SQUARE FOOTAGE - DETACHED GARAGE 15T FLOOR - CONDITIONED 222 51' 2ND FLOOR - CONDITIONED 202 SF TOTAL CONDITIONED 424 SF �J Lj 2 2ND FLOOR PLAN -DETACHED GARAGE PROJECT A_ 1 `7 j SCALE: 114" = I' -o" N O RT H 1 1 lll-� A -3.t A-3.2 G 2'-5Y2" SQUARE FOOTAGE - MAIN HOUSE 15T FLOOR - CONDITIONED 1,707 SP TERRACES - UNCONDITIONED 5 P 2ND FLOOR - CONDITIONED C1,714 SF BALCONY - UNCONDITIONED G7 SP 3RD FLOOR - UNCONDITIONED 424 5F TOTAL CONDITIONED 3,421 SP N Z m W`1 W m T-�40'- 3 G' I 4'-I I 4'-0" %22'-4" �4 32 '72 5' C - - -- - - --- BE CH 217 �\ -�� O 202 --- = m i' W.C. m CL. #I 5�2 I T 3�2 312 n C I I'-4' . E _ .. -5Lj 34 2'-3" 3'-4 8'-7" 0 0 3��3/ 0 MASTER 2' 213 BEDROOM -- BEDROOM # I _ I BEDROOM #2 I zoo zo7 MASTER z 3 C BATH # I 206 ( I LINEN BATH R 201 ?OG C o � o –� F_ — - , 208 V — MASTER CLOSET 2 14 N I\ 2I7 -- CL. #2 � IMAST ER SHOWER zo2021-5]2�u11111 1 1!11 11 I.= I ltillli111!iIV,!II III IIIIIIII illilillllllll IIII I II!IIIIIII II Ill lllili�llllllll I — /--qALCONY C 218 020 (D �o Elk �o m JAN 10 2020 PROJECT NORTH 678 FORT WILLIAM DRIVE SAINT JOHNS, FL 32259 904.564.0099 WWW. KE5-ARCH ITECT5. COM �:- EXPI RE5: 2/28/21 Lu U m N Z m W`1 W m W F— LL- � =U W Q 0 I= O w — m r ^ V I G) mz W Q 6� O L(� N Lp O N O N Q Z p z z W LJ cn Lu O O U U U U w w E n > > LLJ az � N m PROJECT # 1906 DRAWN BY KE5 DATE 5/15/19 SHEET TITLE 2ND FLOOR PLAN SHEET NUMBER • 1 1 A-3.4 A-3.3 -- - - - -- - PVC LOUVERED PANEL 12 -- - - - 3 l GAF ARCHITECTURAL SHINGLE ROOF 3RD FLOOR CEILING I -- --- — - - 12 r ELEV. +29'-3" - - - — - - — --- -_-� 9 3/4" HARDIE PANEL - - - - - BOARDS WITH 1-1 /2" - - - — - — — — — — -- - 1 HARDIE BATTEN BOARDS RED CEDAR BRACKET, o -- _ 1 = PAINTED, TYP. REFER - -- - - 3 TO 5/A-3.7 - 12 2x8 RAFTER TAILS, — -_ _ _-: - _ - PAIN - -- -- -- — - - -- - TED 3RD FINISHED FLOOR ELEV. +2 P-3" N 2ND FLOOR CEILING CASEMENT UNIT SET IN ELEV. + 19'- 10- 114" - _ SEALANT IN A FLUID APPLIED WATERPROOFED OPENING HARDIE ARTISAN LAP - - - 3-1/2" PVC CASING SIDING W/ HYDRODKY W/ 3/4" BACKBAND RAINSCREEN ON EXOAIR COATED SHEATHING co �t - --- m - 1-1 /2" PVC SILL - - - --- ---- i' 2ND FINISHED FLOOR ALUMINUM STANDING _ ELEV. + I I '-4- I /4" -- -- SEAM ROOF 15T FLOOR CEILING I it ELEV. +9'-7-1/211 I Ox 10 SELECT 3 CYPRESS COLUMN -1E -- -- i 15T FINISHED FLOOR - - BRICK VENEER, PAINTED ELEV. +0'-1-1 /2.. PORCH _ -- ELEV.-0'-1-1 /2" GRADE -- - - ELEV.-2'-0-3/4" - - 0 ('-)� N SOUTH ELEVATION /SCALE: 114" = i '-0" 1 1 1 -3.2 - - - - - ELEV. +29'-3° - - - - 12 BRICK ACCENT, 3-1/2" PVC CASING _- - — - -- �9 REFER TO 9/A-3.7 W/ 3/4" BACK13AN D o — T -T-- 1- 11 1-1/2" PVC SILL - 3RD FINISHED FLOOR ELEV. +2 P-3" -- . -- - — — — - — -- - - 2ND FLOOR CEILING -- --- -- --- - --- — — --- - - - — ELEV. + 19'-10-1 /4" m -- HARDIE ARTISAN LAP SIDING W CEDAR BREATHER ON --- --- ---- --- -- --- - EXOAIR COATED 5HEATHINGAH —� --... ---- - --- ALUMINUM STANDING - SEAM ROOF �- --- - • 2ND FINISHED FLOOR ELEV. + 1 P-4-1/4" /4" - 12 IST FLOOR CEILING -- 3--- ELEV. +9'-7-1/2" - -- - Ox 10 SELECT --- - - CYPRESS COLUMN — -- -- — m :ai 1 :1E :E I 15T FINISHED FLOOR ------- - - - - ELEV. +0'-1 -- PORCH LL ELEV.-0'-1-1 /2° GRADE _ I __-- f ELEV.-2'-0-3/4" 0 N 2 EAST ELEVATION SCALE: 114' = I' -Q' 11 5EMENT UNIT SET IN 4LANT IN A FLUID APPLIES TERPROOFED OPENING DIE ARTISAN LAP NG W/ HYDRODRY (SCREEN ON EXOAIK .TED SHEATHING PRE -FINISHED ALUMINUM RAILING QED CEDAR 3RACKET, PAINTED Ox 10 SELECT ,YPRESS COLUMN 1ND BEAM W -FINISHED ALUMINUM RAILING 3RICK VENEER, PAINTED G78 FORT WILLIAM DRIVE SAINT J0111\15, FL 32259 904.5G4,0099 WWW. KE5-ARCf J ITECT5. COM EXPIRES: 2128121 W U m z m N W N Q W m W =U C)Q OW v ! G) ry F- U -j Q Q G) O — 6) L — O N N O N Q Z LL, p z z w w cn > cn w > 0 0 U U U U W W W Lu uj W W W DZ PROJECT # 1906 DRAWN BY KE5 DATE 5/ 15/ 1 9 SHEET TITLE EXTERIOR `. t..a ELEVATIONS JAN 10 2020 SHEET NUMBER rl0Building W 8 t1 9 41 GAF ARCHITECTURAL SHINGLE ROOF 3RD FLOOR CEILING ELEV. +29'-3 - - 2x8 RAFTER TAILS, PAINTED 3RD FINISHED FLOOR ELEV. +2 P-3" 2ND FLOOR CEILING ELEV. + 1 9'-10-1 /4" m V HARDIE ARTISAN LAP SIDING W/ HYDRODRY RAINSCREEN ON EXOAIR COATED SHEATHING ALUMINUM STANDING SEAM ROOF— 2ND FINISHED FLOOR -' ELEV. +1 1'-4-114" 15T FLOOR CEILING - ELEV. +9'-7-1/2" 1 A-3.3 2 - - -- . - -- - - — -- -_ 3 _ — -- — — _ _ .----- -- -- -- - -- - - N _ N I Ox 10 SELECT �0 CYPRESS COLUMN 15T FINISHED FLOOR ELEV. +0'-1-112" m PORCH - - - ELEV. -0'-1 -112" -- GRADE ELEV.-2'-0-3/4" m o N NORTH ELEVATION PVC LOUVERED PANEL 3/4" HARDIE PANEL BOARDS WITH 1-1 /2" HARDIE BATTEN BOARDS 3 2 RED CEDAR BRACKET, 19 PAINTED,TYP. REFER TO 5/A-3.7 _2'-0" PRE -FIN ISH ED ALUMINUM RAILING I RED CEDAR BRACKET, PAINTED. REFER TO 4/A-3.7 PANEL CASEMENT UNIT SET IN ALUMINUM STANDING SEALANT IN A FLUID APPLIED SEAM ROOF- GAF ARCHITECTURAL WATERPROOFED OPENING ��\' ^ SHINGLE ROOF 3RD FLOOR CEILINGLs= _ II I' ELEV. +29'-3" - - - - - - - - - - - - — :Nl2x8 RAFTER TA PAINTED -- -_— - -— - _ -- 3RD FINISHED FLOOR ---- --- -- --- -- -- -- -- — — — — — — — ELEV.+2P-3° - -- ---- -- - -- ------------- _- -- 2ND FLOOR CEILING - - - - --- ELEV. + 19'-10-1 /4' FT LE PRE -FINISHED --- -- --------- _ - - - - ---- ALUMINUM RAILING - -- 2ND FINISHED FLOOR ELEV. + I P-4-114" 15T FLOOR CEILING ELEV. +9'-7-1/2' - RED CEDAR BRACKET, PAINTED. REFER TO 4/A-3.7 PRE -FINISHED �o ALUMINUM RAILING BRICK VENEER, PAINTED I ST FINISHED FLOOR - ELEV. +0'-1-112' PORCH _ ELEV.-0'-1-1 /2' GRADE Q ELEV.-2'-0-3/4' 2 WEST ELEVATION �A-2.2) SCALE: 1/4' = -7 - RED CEDAR BRACKET, PAINTED, TYP. REFER TO G/A-3.7 3-1/2" PVC CA51NG W/ 3/4" 13ACKBAND 1/2" PVC SILL HARDIE ARTISAN LAP SIDING W/ HYDRODRY RAIN5CREEN ON EXOAIR COATED SHEATHING ALUMINUM STANDING SEAM ROOF JAN 10 4 ty 678 FORT WILLIAM DRIVE SAINT JOt1N5, FL 32259 904.564.0099 WWW. ICE5—ARCh ITECTS. COM EXPIRES: 2/28/21 W U m z `Y' N W (\I LUjLL_Lm .i ry W oQ �/ w CD v J � co F- L.G. m z W Q Q z O O — Lu t G) GAF ARCHITECTURAL SHINGLE ROOF 3RD FLOOR CEILING ELEV. +29'-3 - - 2x8 RAFTER TAILS, PAINTED 3RD FINISHED FLOOR ELEV. +2 P-3" 2ND FLOOR CEILING ELEV. + 1 9'-10-1 /4" m V HARDIE ARTISAN LAP SIDING W/ HYDRODRY RAINSCREEN ON EXOAIR COATED SHEATHING ALUMINUM STANDING SEAM ROOF— 2ND FINISHED FLOOR -' ELEV. +1 1'-4-114" 15T FLOOR CEILING - ELEV. +9'-7-1/2" 1 A-3.3 2 - - -- . - -- - - — -- -_ 3 _ — -- — — _ _ .----- -- -- -- - -- - - N _ N I Ox 10 SELECT �0 CYPRESS COLUMN 15T FINISHED FLOOR ELEV. +0'-1-112" m PORCH - - - ELEV. -0'-1 -112" -- GRADE ELEV.-2'-0-3/4" m o N NORTH ELEVATION PVC LOUVERED PANEL 3/4" HARDIE PANEL BOARDS WITH 1-1 /2" HARDIE BATTEN BOARDS 3 2 RED CEDAR BRACKET, 19 PAINTED,TYP. REFER TO 5/A-3.7 _2'-0" PRE -FIN ISH ED ALUMINUM RAILING I RED CEDAR BRACKET, PAINTED. REFER TO 4/A-3.7 PANEL CASEMENT UNIT SET IN ALUMINUM STANDING SEALANT IN A FLUID APPLIED SEAM ROOF- GAF ARCHITECTURAL WATERPROOFED OPENING ��\' ^ SHINGLE ROOF 3RD FLOOR CEILINGLs= _ II I' ELEV. +29'-3" - - - - - - - - - - - - — :Nl2x8 RAFTER TA PAINTED -- -_— - -— - _ -- 3RD FINISHED FLOOR ---- --- -- --- -- -- -- -- — — — — — — — ELEV.+2P-3° - -- ---- -- - -- ------------- _- -- 2ND FLOOR CEILING - - - - --- ELEV. + 19'-10-1 /4' FT LE PRE -FINISHED --- -- --------- _ - - - - ---- ALUMINUM RAILING - -- 2ND FINISHED FLOOR ELEV. + I P-4-114" 15T FLOOR CEILING ELEV. +9'-7-1/2' - RED CEDAR BRACKET, PAINTED. REFER TO 4/A-3.7 PRE -FINISHED �o ALUMINUM RAILING BRICK VENEER, PAINTED I ST FINISHED FLOOR - ELEV. +0'-1-112' PORCH _ ELEV.-0'-1-1 /2' GRADE Q ELEV.-2'-0-3/4' 2 WEST ELEVATION �A-2.2) SCALE: 1/4' = -7 - RED CEDAR BRACKET, PAINTED, TYP. REFER TO G/A-3.7 3-1/2" PVC CA51NG W/ 3/4" 13ACKBAND 1/2" PVC SILL HARDIE ARTISAN LAP SIDING W/ HYDRODRY RAIN5CREEN ON EXOAIR COATED SHEATHING ALUMINUM STANDING SEAM ROOF JAN 10 4 ty 678 FORT WILLIAM DRIVE SAINT JOt1N5, FL 32259 904.564.0099 WWW. ICE5—ARCh ITECTS. COM EXPIRES: 2/28/21 W U m z `Y' N W (\I LUjLL_Lm .i ry W oQ �/ w CD v J � co F- L.G. m z W Q Q Q z O O — Lu G) W W N N w = Lp N O N 0 Q z O cry Lu W W N w = c 0 0 U U W W IL � L n n C) C Lu W 11-1 W CL/ a/ N c� ITTI PROJECT # 19OG DRAWN BY KES DATE 5/15/19 SHEET TITLE EXTERIOR ELEVATIONS SHEET NUMBER A�2*2 �0 �rn -0 D (p z OG) Z G) 0 p u z rn N n U> -o rn Mi � G7 Z rn rrn rn m p o z n n — 70 C r(J)rn N N Cern OK _ Dz�rnp 07U z G')D TT� /v �o� a Qzo a zp= rn7Urn 0� ON r'll 0z� � D N� n rnD D r N Ozz < 70 Z r �D �� - zZ0 OB D OzzC o CJ�-n Z p �0 �rn -0 D (p z OG) Z G) 0 p u z rn N n U> = Crn rn= rn� N �a ra�z z�0 Dz�� =pzz z n -n -u �"{ M z C C - rn-� __ N rn M � Cern OK _ Dz�rnp 07U z G')D X� �o� G)U)713< p Qzo 0 zp= rn7Urn 0� ON r'll 0z� � D N� n rnD D r N Ozz < 70 N W (Nn = 2! G) cn 0 D N 0 O C rn Z n Orn z rn p = rn= rn� N N rn - r z n K rn rn\ p700 z rn p� x N rn---t rn rn rnDi=-� s z z div rn 07U = n X� C G)U)713< p �� 0 �z7 rn7Urn 0� N rnrn� Drn� n� � D D �� Fn Ozz < 70 Dc� r �D �� - zZ0 OB D OzzC -°N coz_ CJ�-n zz- O p OZzc - n.p 1° C� Igc 0 >� I rn NDS pZprn D70 00- rn=rn7 n ND oz p700 a� r '�Da=� 71 rnC> 70 zUp cz 0 X� ��z z pzG)(J) rn z= �rn (J)rn rn7Urn 0� N rnrn� N=N 000 rn �� D �� Fn Ozz < 70 t { 0z� 10Op �� - 00D OB D -00 X -°N coz_ '- zz- O n -- OZzc - n.p -Ni 0 0 C� z >� Oct z <rn70 rn rn rn ,I �rD- �rnC � p� _ ..= p z > y 70 p ISSUED c D r m m 70 Op 0DC p 7r 00 N p >C N -I t z G) 70 709 D < 0 C z a _ N rn II� rn - /IQ -- m — 7u rn p C l:a Ozz < 70 t { 0 rn G z '- .~ Op 0DC p 7r rn -n pr-{ N p >C n DOG) �pD z� zrn rn z-uz FM �� Z -0 G7 rn c� Fn /` 0� 0W� rn N rn /v prn SOD 03 rn rnz/ >C0 a _ D rn z Cn -n rm r AO00 o l:a Ozz < 70 t { rn G r\-3 Q '- ,I _ _ > y 70 p ISSUED m Q° m m c m n I PERMIT SET z rn REVISION • Z O 2 REVISED PER CITY COMMENTS 3 REVISED PER CITY COMMENTS Oz-zi Op 0DC p 7r rn -n pr-{ N p >C O C N 7 p rn z-uz FM �� Z -0 G7 rn O 10.25.1 9 12.G. 19 1 .9.2020 =v 0:1 Z AYERS RESIDENCE 369 I OTH STREET ATLANTIC BEACH, FL 32233 z rn rn ren p C N N N z --j p n N� -r C n C N Z = pz rn 70 O 5rn K rn Z z Nn D� Z � O 0 D�z-i rnbr-Ti -D NC�.pN� N � U 0 �< Ffl N _ z --j p n N� -r C n C N Z = pz rn 70 O 5rn K rn Z z Nn D� Z � O 0 D�z-i rnbr-Ti -D NC�.pN� N � U 0 �< Ffl SQUARE FOOTAGE - MAIN HOUSE 15T FLOOR - CONDITIONED 1,707 SF TERRACES - UNCONDITIONED 598 SF 2ND FLOOR - CONDITIONED 1,704 SF BALCONY - UNCONDITIONED G7 SF 3RD FLOOR - UNCONDITIONED 424 SF TOTAL CONDITIONED 3,835 SF SQUARE FOOTAGE - DETACHED GARAGE I ST FLOOR - CONDITIONED 222 SF 2ND FLOOR - CONDITIONED 202 SF TOTAL CONDITIONED 424 SF SITE PLAN NOTES I . ALL ELEVATION MEASUREMENTS ARE NAVE) 2. EROSION CONTROL MEASURES (I.E. SILT FENCE, SWALES, AND/OR DRAINAGE IMPROVEMENTS) SHALL BE USED ALONG THE PROPERTY LINES TO PREVENT IMPACT TO ADJACENT PROPERTIES 3. ALL TREES INDICATED TO REMAIN WILL BE PROTECTED PER THE REQUIREMENTS OF THE ATLANTIC BEACH CODE, SECTION 23-32. INCLUDING, BUT NOT LIMITED TO, PROTECTIVE BARRIERS AND SIGNAGE DURING CONSTRUCTION ACTIVITIES G31N3a U o EXISTING SIDEWALK 7,500 SF IMPERVIOUS SURFACE: Lu MAIN HOUSE: { } Q ld3a Ol 319V011ddd IONLu Q TO REMAIN 03INE10 o o � Q3AOHdd { } INCLUDING POOL: O�, II O IMPERVIOUS SURFACE RATIO: O onend MAXIMUM ALLOWABLE 45% O smom (SYCAMORE) TO REMAIN LLO CLEAR TRUNK HT. AS SHOWN DRAINAGE CALCULATION SITE SQUARE FOOTAGE 7,500 SF PRE -DEVELOPMENT RETENTION IMPERVIOUS SURFACE: 3,009 5F PERVIOUS SURFACE: 4,49 1 SF POST -DEVELOPMENT RETENTION IMPERVIOUS SURFACE: 3,369 SF PERVIOUS SURFACE: 4,13 1 SF REQUIRED STORAGE VOLUME: 223 CF PROPOSED SWALE STORAGE VOLUME: 353 CF *CALCULATED PER REQUIREMENTS OF SECTION 24 -GG OF ATLANTIC BEACH'S ZONING, 5UBDIVI510N, AND LAND DEVELOPMENT REGULATIONS IMPERVIOUS SURFACE RATIO (ISR) U o EXISTING SIDEWALK 7,500 SF IMPERVIOUS SURFACE: (C BAGS PALM) NEW MAIN HOUSE: 2,437 SF Q TO REMAIN 222 SF o ��� NEW G" INCLUDING POOL: 710 SF II 20'-0" DRAINAGE CALCULATION SITE SQUARE FOOTAGE 7,500 SF PRE -DEVELOPMENT RETENTION IMPERVIOUS SURFACE: 3,009 5F PERVIOUS SURFACE: 4,49 1 SF POST -DEVELOPMENT RETENTION IMPERVIOUS SURFACE: 3,369 SF PERVIOUS SURFACE: 4,13 1 SF REQUIRED STORAGE VOLUME: 223 CF PROPOSED SWALE STORAGE VOLUME: 353 CF *CALCULATED PER REQUIREMENTS OF SECTION 24 -GG OF ATLANTIC BEACH'S ZONING, 5UBDIVI510N, AND LAND DEVELOPMENT REGULATIONS IMPERVIOUS SURFACE RATIO (ISR) 51TE SQUARE FOOTAGE: 7,500 SF IMPERVIOUS SURFACE: (C BAGS PALM) NEW MAIN HOUSE: 2,437 SF GUEST HOUSE: 222 SF FUTURE HARD5CAPE ��� NEW G" INCLUDING POOL: 710 SF TOTAL SF: 3,369 IMPERVIOUS SURFACE RATIO: 44.9% MAXIMUM ALLOWABLE 45% LOT 34 149'-G 112" 109'-G 1/2" TREE LEGEND PROPOSED BUILDINGS Sabal palmetto - (C BAGS PALM) NEW Q LEAK NK 5 S N IQ" A Magnolia Garidiflora ��� NEW G" (MAGOLIA, SOUTHERN) NEW PROP05ED GRASS PAVERS CLEAR TRUNK HT. AS SHOWN s" MAGNOLIA to (SYCAMORE) TO REMAIN LLO CLEAR TRUNK HT. AS SHOWN Quercus Vrgmrana (LIVE OAK) TO REMAIN Lu CLEAR TRUNK HT. AS SHOWN TREE MITIGATION CALCULATION w TOTAL INCHES OF PROTECTED TREES REMOVED 134 INCHES REPLACEMENT INCHES OF TREES REQUIRED 67 INCHES (1:2 PER AB CODE OF ORDINANCES SECTION 23-33. TABLE 1) REQUIRED INCHES FOR NEW CONSTRUCTION 12 INCHES 7,500 SF LOT AREA / 2,500 = (3) 4" MIN. CALIPER Y a TOTAL INCHES OF PROPOSED TREES (CABBAGE PALMS * MAGNOLIA) 82 INCHES NOTE: F 1. PALMS MUST HAVE A MINIMUM 8 FOOT CLEAR TRUNK HEIGHT AT TIE OF PLANTING 2. ALL OTHER TREES MUST HAVE MINIMUM 2" CALIPER AND 10 FOOT EIGHT AT TIME OF PLANTING °4 EXISTING GUTTER AND LINE OF 2' PROJECTION GUTTER AND 2 UNDERGROUND SOCK DRAIN ° WATER DOWNSPOUT, TYP. ON 2ND FI-OOR DOWNSPOUT, TYP. LINE TO RETENTION AREA, TYP. cpm a METER 2'-2 U2` 4'-7" G2'-1 0 1/211 20'-4" ° NEW 6" NEW 10" NEW G" 150.00' (PLAT) a 8 PALM PALM MAGNOLIA N 0603003" W 149.54' (MEASURED) PROPERTY LINE — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ° NEW 1011 5 o ai ° Ij 6 PALM E FAI CONCRETE SIDEWALK WILL UN CONTINUOUSLY THROUGH THE DRIVEWAY EXISTING WOOD POWER POLE S� /60 I/� N�� vIQOo Lu zQQ Gpl>z �Lu U-1 0) n' i PLAN LEGEND PROPOSED BUILDINGS J - PROPOSED COVERED PORCHES Q PROPOSED HARDSCAPE, INCLUDING FUTURE WORK ��� NEW G" I ° O00 PROP05ED GRASS PAVERS ❑❑❑❑❑❑❑❑❑ PROPERTY LINE — SETBACK LINE — — EX15TING CONTOUR LINE - - - - - -- - - - - CONTOUR LINE TO BE MODIFIED • • • • • • • • • . • . NEW CONTOUR LINE ----------- DEMOLITION LINE ------ DRAINAGE FLOW DIRECTION Q LLO Lu WU o w O Q Z Z i �N F O - 0 - FAI CONCRETE SIDEWALK WILL UN CONTINUOUSLY THROUGH THE DRIVEWAY EXISTING WOOD POWER POLE S� /60 I/� N�� vIQOo Lu zQQ Gpl>z �Lu U-1 0) n' i PLAN LEGEND PROPOSED BUILDINGS - PROPOSED COVERED PORCHES PROPOSED HARDSCAPE, INCLUDING FUTURE WORK ��� NEW G" I ° O00 PROP05ED GRASS PAVERS ❑❑❑❑❑❑❑❑❑ PROPERTY LINE — SETBACK LINE — — EX15TING CONTOUR LINE - - - - - -- - - - - CONTOUR LINE TO BE MODIFIED • • • • • • • • • . • . NEW CONTOUR LINE ----------- DEMOLITION LINE ------ DRAINAGE FLOW DIRECTION 20'-0" I I NEW 8" NEW G" I NEW 10" 8� PALM PALM I� PALM oo d ` --- - ---- -- -------8----- ------------------- ---------=----------------------------- - ----- ----- 8•------- J Og 8� --- -- ---' - ----------- ----- PALM/ --- - ° a t +8.25 5'-0" SIDE S CK ° a SWALE ° AREA -_ - ---- f• _ as I -- _-------- ---- _ LLj ---L - - — - - TWO-STORY Ln Ln n WOOD FRAMED ISWALE 8 - --_ — __ - __ _ i 1+6 o i I I - = __� =- - - -_- - - ----- -- - _ _ DETACHED GARAGE EXISTING 7" 1 1 I I L AREA ° I I T 1;= - � -_ - -- --- -- _ - - - LOT 2 I = - --- - - I�� SYCAMO a w I I I i I --- - - - -- - - - - — - _ - -- - - =_ LANDSCAPE BL 13 I - Q - I - _ w N a - - - - .. - - - - - —=- _ - - A�=-- FIN FLOOR Ln 85 Lu LEV. +8.50 -TWO-STORY WOOD I 1 FRAMED HOU5E _:_�_— - - -- - _- -- ----- +8.25 - - - _ FIN. ° - UNDERGROUND - - - m N J 4 =- -- - - ELEV. + 10FLOOR.75' aa D SOCK DRAIN LINE - TO RETENTION - - -_ - — — AREA, TYP. ONE- STORY --_ - - EXISTING __--- -- ` ° a WATER WOOD � a METER 2 I FRAMED - - - - 7-8" _ -- COVERED __ - TSO SLAB = ° STONEPORCH _ _- _ — ELEV. + 1 0.60' - - - - - - a PAVERS -- _ _- -- - -- �- El El - - J g' __- ____ °ao ❑❑❑ 0 ❑❑❑❑❑❑❑ ❑❑D❑ ❑ 0 ❑ ❑_ - - - _ -- — - ° ❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑Do D❑ I -- - - = - - --= — ---- ❑ ❑ ❑ ❑ 0 ❑ D ❑ D D D ❑ D ❑ ❑ ❑ D 6j. _ ❑ — _ -- ❑ ❑ ❑ D ❑ ❑ D ❑ D ❑ ❑ ❑ ❑ ❑ D D DIE ❑ 1D C a ODDOODODOODOODE D D ❑ ❑ _- -I 8 ❑ Li Li❑ ❑ ❑ ❑ ❑ ❑ ❑ DODOODDOODDE - -- - i as a a° I .5��❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑D❑� - � -- - -- _ I - - = - -_ a a •❑-tt-D O t -tl •D 1'1'E 0 •D- -D El tt-El •D O ❑ tttl -D— ° a ❑{ ❑❑❑DECIDE] ❑ ❑❑ DD❑❑❑D - -- - -- D ❑❑00110D13 I 0+8. 0 o ] D ❑ ❑ D ❑ ❑ ❑ ❑ ❑ D D Cl D = - - _ _ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ I. ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 1 O a❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑D❑❑❑❑ _- - - ❑ 1111❑❑ OUTDOOR SHOW P, - a D . DDDD❑❑❑❑D❑ ❑DDD❑D❑❑DD❑ - _ _ ❑❑❑❑ ❑ 1100 IWITH FOOT WA5 m ° a =1 0 D O D ❑ ❑ ❑ ❑ ❑ O I�°° a ❑ -P&V❑€❑I�S❑ ❑ D D ❑ D ❑ ❑i-ZI ❑ D ❑r- E _ -J-L-1 El El El ❑ ❑ 11 ❑ ❑ L]DID❑D❑DD❑❑ ❑❑❑❑❑❑❑❑❑❑❑-I❑ ❑ ❑ ::ID 1111❑❑❑❑ 1111❑❑ ❑❑❑❑❑❑❑ 11❑ ❑❑ 000 ❑❑ 1❑1 11❑ ❑❑ ❑ a ❑ ❑ ❑ ❑ ❑ ❑ ❑ GRADS I ❑ ❑ ❑ ❑ ❑ ❑ ❑N❑ ❑ ii ❑ ❑ D ❑ ❑ ❑ ❑ ❑ ❑ ❑ El ❑ ❑ ❑ ❑ ❑ �.'O , ❑ --- II -------- 1I ocou 1:1 o o❑�o❑o❑ El 1111 1111❑ 1111❑❑❑I-F ° D ❑ ❑ ❑ ❑ ❑ D El 11 ❑ ❑ D ❑.❑ —T— —6—_8— — — — — 'X ❑ D ❑ ❑ ❑ D D ❑ - -'_ - - -'= ❑ ❑ ❑ ❑ ❑ ❑ ❑ D ❑ ❑ D ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 0 ❑ ❑ D ❑ ❑ ❑ ❑ N d ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 00/0 ❑ ❑ ❑ ❑ ❑ ❑ ❑ El D El = _ ='C - - - - ❑ El Ll Ll El El El D El 11 ❑ El D ❑ ❑ ❑ El❑ D ❑ ❑ ❑ El D ❑ El D ❑ ❑ ❑ ❑ O D D D ❑ ❑ ❑ El❑ ❑ ❑ D ❑ 11D ❑ - - - _ - - - _ ❑ 0 ❑ ❑ ❑ D 1:1 1:1e°° °a❑ ❑❑D❑❑❑❑❑D❑❑D❑❑❑❑DD❑❑❑❑ -_ _ _- 1111❑❑ L 1111❑❑ ° ❑ I=II 1l n n JZC1 n L .n_a_r�n Zn n.n n tl - — -=1 r �n ar :n�r�r1 rZII rLII ❑ LLL1 L1 -I .nLnrm Z❑ 1L i. n Cl .rl�nJ�n h S 06°36'48" E 149.81' (MEASURED) 0 i 150.00' (PLAT) EXISTING GUTTER AND 3'-6" BLACK 4' HT. BLACK 1� nj WATER DOWNSPOUT, TYP. ALUMINUM GATE ALUMINUM FENCE I I com METER 2 LOT 30 EXISTING BLOCK 13 TELEPHONE RISERPUBLIC WORKS PROPOSED SITE PLAN _0. 1 SCALE: 3/1 6" = 1 '-0" (}APPROVED { i YbENIED { } NOT APPLICABLE TO DEPT DENIED m m - M 00 678 FORT WILLIAM DRIVE 5AINT JOI•-IN5, FL 32259 904.564.0099 WWW. KE5-ARCH ITECT5. COM EXPIRES: 2/28/21 I N I I i i 1+6.54 G)< I I j I I m • � i � j I i I ONE-STORY _ WOOD EXISTING \� i i I - N O FRAMED 2" W11ELL �� �/ 1 � m m Ln O N i I IN N N COVERED . ,/ i --- - o CO 7ORCHo <- o FUTURE POOL w I � I / N N.I.C. LANDSCAPE w AREA , z - I - D4 / I c\j i DENIED G SHEET TITLE PROPOSED SITE PLAN SHEET NUMBER �O PROJECT NORTH A�00 .'I ��� NEW G" I ° O00 Z _ i •' PALM Q Z Z i CL w w 10'-0" SIDE SETBAC +8.25 I :i, — Lu O O 3'-=a-5 U U -- -- --- --- ------------- -------------8----- �/ / U U ��--I--------- ----/� -- LINE OF EXISTING UNDERGROUND SOCK DRAIN i I 3- cz p LINE TO RETENTION AREA, TYP. / EXISTING w0-- , 27 OAK N (] C) GUTTER AND DOWNSPOUT, TYP. Q �' NEW 12" PALM " I (f) (s) - — — � — PROPERTY LINE i -T1 HEAT PUMPS/ PUBLIC WORKS PROJECT # 190G CONDENSING UNITS ON I DRAWN BY KE5 A 4" CONCRETE SLAB D { } PROVED (o- DENIED m DATE 5/15/19 2 NOT APPLICABLE { } TO DEPT O SZ O DENIED G SHEET TITLE PROPOSED SITE PLAN SHEET NUMBER �O PROJECT NORTH A�00 SQUARE FOOTAGE - MAIN HOUSE 15T FLOOR - CONDITIONED 1,707 5F TERRACES - UNCONDITIONED 598 SF 2ND FLOOR - CONDITIONED 1,704 SF BALCONY - UNCONDITIONED G7 SF 3RD FLOOR - UNCONDITIONED 424 SF TOTAL CONDITIONED 3,835 5F SQUARE FOOTAGE - DETACHED GARAGE I ST FLOOR - CONDITIONED 222 5F 2ND FLOOR - CONDITIONED 202 SF TOTAL CONDITIONED 424 SF T_ o EXISTING SIDEWALK vTO REMAIN O II zz c) Q 1 EXISTING WOOD POWER POLE w I . ALL ELEVATION MEASUREMENTS ARE NAVD IMPERVIOUS SURFACE: Lu w O SWALE5, AND/OR DRAINAGE IMPROVEMENTS) _ 0 FUTUREHARDSCAPE, O o 3. ALL TREES INDICATED TO REMAIN WILL BE (s)� CO IMPERVIOUS SURFACE RATIO: U 1 Q O N INCLUDING, BUT NOT LIMITED TO, PROTECTIVE z Q Q O s° MAGNOLIA Lu z O (SYCAMORE) TO REMAIN 1 w Ln EXISTING WOOD POWER POLE PROPOSED SITE PLAN ')UALt: �5/ 1 G" = 1'-U" SITE PLAN NOTES SITE SQUARE FOOTAGE: I . ALL ELEVATION MEASUREMENTS ARE NAVD IMPERVIOUS SURFACE: 2. EROSION CONTROL MEASURES (I.E. SILT FENCE, MAIN HOUSE: SWALE5, AND/OR DRAINAGE IMPROVEMENTS) GUEST HOUSE: SHALL BE USED ALONG THE PROPERTY LINES TO FUTUREHARDSCAPE, m m n 3. ALL TREES INDICATED TO REMAIN WILL BE (s)� CO IMPERVIOUS SURFACE RATIO: U 1 Q O MAXIMUM ALLOWABLE 45% INCLUDING, BUT NOT LIMITED TO, PROTECTIVE z Q Q EXISTING s° MAGNOLIA Lu z TELEPHONE (SYCAMORE) TO REMAIN 1 w RISER Q I PROPOSED SITE PLAN ')UALt: �5/ 1 G" = 1'-U" SITE PLAN NOTES SITE SQUARE FOOTAGE: I . ALL ELEVATION MEASUREMENTS ARE NAVD IMPERVIOUS SURFACE: 2. EROSION CONTROL MEASURES (I.E. SILT FENCE, MAIN HOUSE: SWALE5, AND/OR DRAINAGE IMPROVEMENTS) GUEST HOUSE: SHALL BE USED ALONG THE PROPERTY LINES TO FUTUREHARDSCAPE, PREVENT IMPACT TO ADJACENT PROPERTIES INCLUDING POOL: 3. ALL TREES INDICATED TO REMAIN WILL BE TOTAL 5F: PROTECTED PER THE REQUIREMENTS OF THE IMPERVIOUS SURFACE RATIO: ATLANTIC BEACH CODE, SECTION 23-32. MAXIMUM ALLOWABLE 45% INCLUDING, BUT NOT LIMITED TO, PROTECTIVE m BARRIERS AND SIGNAGE DURING CONSTRUCTION s° MAGNOLIA ACTIVITIES mz DRAINAGE CALCULATION SITE SQUARE FOOTAGE 7,500 SF PRE -DEVELOPMENT RETENTION IMPERVIOUS SURFACE: 3,009 SF PERVIOUS SURFACE: 4,49 1 SF POST -DEVELOPMENT RETENTION IMPERVIOUS SURFACE: 3,369 SF PERVIOUS SURFACE: 4'13 1 SF REQUIRED STORAGE VOLUME: 223 CF PROPOSED SWALE STORAGE VOLUME: 353 CF 'CALCULATED PER REQUIREMENTS OF SECTION 24 -GG OF ATLANTIC BEACH'S ZONING, SUBDIVISION, AND LAND DEVELOPMENT REGULATIONS IMPERVIOUS SURFACE RATIO (ISR) SITE SQUARE FOOTAGE: 7,500 5F IMPERVIOUS SURFACE: (C GAGE PALM) NEW MAIN HOUSE: 2,437 SF GUEST HOUSE: 222 SF FUTUREHARDSCAPE, Magnolia Gandiflora INCLUDING POOL: 710 SF TOTAL 5F: 3,3G9 IMPERVIOUS SURFACE RATIO: 44.3% MAXIMUM ALLOWABLE 45% Lj LOT 34 BLOCK 13 D TREE LEGEND PROPOSED BUILDINGS Sabal palmetto m (C GAGE PALM) NEW *10" LEAK NK S S N m PROPOSED HARDSCAPE, INCLUDING FUTURE WORK PA Magnolia Gandiflora NO PROPOSED GRASS PAVERS (MAGOLIA, SOUTHERN) NEW ❑❑❑❑❑❑❑❑❑ ❑❑❑❑❑❑❑❑❑ F1 F1 17 Fj F-1 CLEAR TRUNK HT, AS SHOWN PROPERTY LINE SETBACK LINE — — ------ EXISTING CONTOUR LINE ----------- CONTOUR CONTOUR LINE TO BE MODIFIED • . • • . • • . . . . . . NEW CONTOUR LINE ----------- DEMOLITION LINE DRAINAGE FLOW DIRECTION Lj m s° MAGNOLIA to mz (SYCAMORE) TO REMAIN CLEAR TRUNK HT. AS SHOWN Q Quercus Vir91niana (LIVE OAK) TO REMAIN CLEAR TRUNK HT. A5 SHOWN TREE MITIGATION CALCULATION _ TOTAL INCHES OF PROTECTED TREE5 REMOVED 134 INCHES REPLACEMENT INCHES OF TREES REQUIRED G7 INCHES (1;2 PER AB CODE OF ORDINANCES SECTION 23-33, TABLE 1) REQUIRED INCHES FOR NEW CONSTRUCTION 12 INCHES 7,500 5F LOT AREA/ 2,500 = (3) 4" MIN. CALIPER EXPIRES: 2,128121 Y TOTAL INCHES OF PROPOSED TREES (CABBAGE PALMS * MAGNOLIA) 82 INCHES NOTE: 1. PALMS MUST HAVE A MINIMUM 8 FOOT CLEAR TRUNK HEIGHT AT TIME OF PLANTING 2. ALL OTHER TREES MUST HAVE MINIMUM 2" CALIPER AND 10 FOOT HEIGHT AT TIME OF PLANTING PLAN LEGEND PROPOSED BUILDINGS U m PROPOSED COVERED PORCHES m N WN m PROPOSED HARDSCAPE, INCLUDING FUTURE WORK w R/J O NO PROPOSED GRASS PAVERS (s) _ ❑❑❑❑❑❑❑❑❑ ❑❑❑❑❑❑❑❑❑ F1 F1 17 Fj F-1 r LOOO PROPERTY LINE SETBACK LINE — — ------ EXISTING CONTOUR LINE ----------- CONTOUR CONTOUR LINE TO BE MODIFIED • . • • . • • . . . . . . NEW CONTOUR LINE ----------- DEMOLITION LINE DRAINAGE FLOW DIRECTION PROJECT NORTH 678 FORT WILLIAM DRIVE SAINT JOHN5, 1`1 32259 904.564.0099 WWW. K -5 -ARCH ITECT5. COM Lu U m Z m N WN m Q,� w R/J O NO C) (s) _ C)Q r LOOO C) LL, Lj m _ - r,000 mz W Q Q O � _ n EXPIRES: 2,128121 Lu U m Z m N WN m Q,� w R/J O NO C) (s) _ C)Q r LOOO C) LL, Lj CD r,000 mz W Q Q i w / J NEW G" °Z (s)(f) PALM I � Z Z L N w w Lu 0 0 U U 1 I— li w 1 W C) C) LLJ CL/ > > U -i Lu PROJECT # 1 9OG m DRAWN BY KES 1 DATE 5/15/19 tom 1 SHEET TITLE i PROPOSED SITE PLAN 44� SHEET NUMBER A-0. G) O NO - N O Lj O N O � _ i w / J NEW G" °Z (s)(f) PALM I � Z Z L N w w Lu 0 0 U U 1 I— li w 1 W C) C) LLJ CL/ > > U -i Lu PROJECT # 1 9OG m DRAWN BY KES 1 DATE 5/15/19 tom 1 SHEET TITLE i PROPOSED SITE PLAN 44� SHEET NUMBER A-0. a ye rs-hkl 1 is 3 69 10th Street ence Atlantic Beach, FL 32233 � `�7 GENERAL NOTES I . CODE INFORMATION PROJECT ADDRESS 3G9 10TH STREET, ATLANTIC BEACH, FL 32233 O CODE AUTHORITIES HAVING JURISDICTION OVER TH15 PROJECT. SQUARE FOOTAGE PRECEDENCE IN ALL CASES. NOTIFY ARCHITECT OF ANY D15CREPANCIE5. MAIN HOUSE 3,431 SF - CONDITIONED DETACHED GARAGE 425 5F - CONDITIONED .0 SCOPE AND CONSTRUCTION REQUIREMENTS, THE CONTRACTOR, CODE REVIEW JURISDICTION ATLANTIC BEACH, DUVAL COUNTY O SUB -CONTRACTORS AND SUPPLIERS FOR TH15 PROJECT SHALL EXAMINE AND APPLICABLE CODES 2017 FLORIDA BUILDING CODE - RESIDENTIAL - GTH EDITION (FBC) 10.25.1 9 2017 FLORIDA BUILDING CODE - RESIDENTIAL - GTH EDITION (FBC) 10. 2017 FLORIDA BUILDING CODE - MECHANICAL - GTH EDITION (FBC) 2017 FLORIDA BUILDING CODE - PLUMBING - GTH EDITION (FBC) 2017 FLORIDA BUILDING CODE - ENERGY CONSERVATION - GTH EDITIOP("~�___-, 3. 2014 NATIONAL ELECTRIC CODE (NEC) 5 .O CITY OF ATLANTIC BEACH LAND DEVELOPMENT REGULATIONS 10.25.19 CONSTRUCTION DOCUMENTS AND SHALL NOT BE ALLOWED TO BID BASED ON ZONING DISTRICT R5-2: SINGLE FAMILY RESIDENTIAL DISTRICT 51 .OA ONLY A PARTIAL REVIEW. ALL COSTS SUBMITTED SHALL BE BASED ON A BUILDING HEIGHT 35MAXIMUM - PRINCIPAL; 25MAXIMUM - ACCE550KY (DETACHED CARAGE) MAIN HOUSE 34'-8" ABOVE GRADE DETACHED GARAGE 2 P-3-1 /4" ABOVE GRADE 5ETBACKS D15CREPANCY AND/OR UNCERTAINTY AS TO WHAT M TERIAL OR PRODUCT IS TO MAIN HOUSE FRONT: 20' 3 i . 1 REAR: 20' 10.25.19 51DE: COMBINED 15', MINIMUM 5' EACH SIDE DETACHED GARAGE FRONT: 20' 13. REAR: 20' 10.25.19 SIDE: COMBINED 15, MINIMUM 5EACH SIDE THIRD FLOOR PLAN BE IDENTICAL OR SIMILAR TO THAT INDICATED FOR LIKE CASES OF IMF=RVIOU5 SURFACE RATIO 45% MAXIMUM PROPOSED 44.9% ROOF PLAN FUNCTIONING AND OPERATION OF AN ITEM OK SYSTEM SHALL BE PROVIDED. THE STG �MWATER RETENTION CALC. REFER TO A-0.0 10.25.19 CONTRACTOR SHALL INCLUDE ALL COMPONENTS THAT ARE NORMALLY 14. WHERE THE PHRASE "OR EQUAL" OR "AN APPROVED EQUAL" OCCURS IN THE GENERAL NOTES I . ALL WORK SHALL CONFORM TO ALL FEDERAL, STATE, AND MUNICIPAL CODES AND 5. MINIMUM CLEARANCE AND OTHER DIMENSIONAL REQUIREMENTS SHALL TAKE O CODE AUTHORITIES HAVING JURISDICTION OVER TH15 PROJECT. 155UE DATE PRECEDENCE IN ALL CASES. NOTIFY ARCHITECT OF ANY D15CREPANCIE5. 2. THE CONSTRUCTION DOCUMENT PACKAGE REPRESENTS THE BASIC PROJECT 9. DIMENSIONS AND GRAPHIC REPRE5ENTATION5 OCCURRING ON LARGER SCALED .0 SCOPE AND CONSTRUCTION REQUIREMENTS, THE CONTRACTOR, 10.25.1 9 -DRAWINGS SHALL TAKE PRECEDENCE OVER SMALLER SCALE DRAWINGS. O SUB -CONTRACTORS AND SUPPLIERS FOR TH15 PROJECT SHALL EXAMINE AND TYPICAL DETAILS 10.25.1 9 BECOME FAMILIAR WITH ALL CONTRACT DOCUMENTS IN THEIR ENTIRETY. 10. SEE ARCHITECTURAL REFLECTED CEILING PLANS FOR DIMENSIONS LOCATING FIXTURES, GRILLES, DIFFU5ER5 AND OTHER CRITICAL CEILING ITEMS. 3. 5UB-CONTRACT0R5 SHALL PREPARE BIDS FROM THE ENTIRE SET Of 5 .O FOUNDATION PLAN 10.25.19 CONSTRUCTION DOCUMENTS AND SHALL NOT BE ALLOWED TO BID BASED ON 1 1. DETAILS MARKED "TYPICAL" (TYF.) SHALL APPLY IN ALL CASES UNLE55 51 .OA ONLY A PARTIAL REVIEW. ALL COSTS SUBMITTED SHALL BE BASED ON A 10.25.19 SPECIFICALLY INDICATED OTHERWISE. L/_ A C) LLJ THOROUGH KNOWLEDGE OF THE WORK AND THE MA ERIAL5 REQUIRED. ANY D15CREPANCY AND/OR UNCERTAINTY AS TO WHAT M TERIAL OR PRODUCT IS TO 12. DETAILS MARKED "SIMILAR" (51M.) MEANS COMPARABLE CHARACTERISTICS FOR 3 i . 1 BE USED SHOULD BE VERIFIED WITH OWNER OR ARC ITECT. 10.25.19 THE CONDITIONS NOTED. VERIFY SIMILAR DIMENSIONS OR NOTES ON THE PLAN. 4. iT 15 THE INTENT OF THE CONTRACT DOCUMENTS TO PROVIDE FOR COMPLETE 13. WHERE NO SPECIFIC DETAIL 15 SHOWN, THE FRAMING OR CONSTRUCTION SHALL 10.25.19 AND FINISHED WORK. ALL MISCELLANEOUS COMPO ENT5, PARTS, ANCHORS, THIRD FLOOR PLAN BE IDENTICAL OR SIMILAR TO THAT INDICATED FOR LIKE CASES OF 51.3 AND OTHER INCIDENTAL ITEMS REQUIRED FOR COM LETS ASSEMBLY, 10.25.19 CONSTRUCTION ON THE PROJECT. ROOF PLAN FUNCTIONING AND OPERATION OF AN ITEM OK SYSTEM SHALL BE PROVIDED. THE 5 I .4 UPPER ROOF FRAMING PLAN 10.25.19 CONTRACTOR SHALL INCLUDE ALL COMPONENTS THAT ARE NORMALLY 14. WHERE THE PHRASE "OR EQUAL" OR "AN APPROVED EQUAL" OCCURS IN THE INCIDENTAL TO THE WORK. THOSE COMPONENTS WHICH ARE NOT SHOWN ON CONTRACT DOCUMENTS, DO NOT A55UME THAT MATERIALS, PRODUCTS OR EXTERIOR ELEVATIONS THE DRAWINGS OR CALLED FOR IN THE SPECIFICATIONS, BUT WHICH ARE 52.0 EQUIPMENT WILL BE APPROVED AS EQUAL UNLESS THE ITEM HAS BEEN 10.25.19 REQUIRED AS AN E55ENTIAL AESTHETIC OR FUNCTIONAL COMPONENT OF THE EXTERIOR ELEVATIONS SPECIFICALLY APPROVED IN WRITING FOR THIS WORK BY THE ARCHITECT. 52. ! WORK, SHALL BE INCLUDED A5 IF IT WERE DRAWN OR' 5PECIFIED. 10.25.19 A-2.3 DETACHED GARAGE EXTERIOR ELEVATIONS 12.G.': 9 15. SUBSTITUTIONS MUST BE PRE -APPROVED IN WRITING BY THE ARCHITECT. 5. DIMENSIONS: 52.3 -IN NO CASE SHALL WORKING DIMENSIONS BE SCALED FROM DRAWINGS. IG. DIMENSIONS,ALIGNMENTS AND DETAILS SHOWN ON THESE DOCUMENTS ARE SECTIONS t DETAILS -UNLESS NOTED OTHERWISE, ALL DIMENSIONS ARE FROM/TO: FACE OF BASED UPON AN A55UMED MANUFACTURER'S STANDARD DETAILS. IF A CMU OR FACE OF EXTERIOR SHEATHING SECTIONS t DETAILS MANUFACTURER 15 SUBSTITUTED AND/OR "APPROVED EQUAL" BY THE ARCHITECT 53.0 BUILDING SECTIONS 10.25. 19 AS SPECIFIED, IT 15 THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO 6. ALL ELEVATIONS ARE REFERENCED FROM TOP OF SLAB BEING EQUAL TO +0'-0". COORDINATE THE DIMENSIONAL AND DETAIL REQUIREMENTS OF THIS PROJECT A-3.4 SECTIONS * DETAILS AND/OR ENGAGE THE ARCHITECT TO REVISE AND COORDINATE THE CONTRACT 7• WHERE DIMENSIONS ARE SHOWN WITH +/- INDICATIONS, ADJUSTMENTS MAY BE DOCUMENTS AS MAY BE REQUIRED. SECTIONS * DETAILS MADE TO SUIT FIELD CONDITIONS. IF ADJUSTMENT REQUIRED IS GREATER THAN 10%, NOTIFY ARCHITECT FOR REVIEW. 17. CONFLICTS IN DIMENSION, 5TRUCTURE, PLACEMENT, OPERATION, AND DETAIL SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT IN WRITING FOR 8. ALL DIMEN51ON5 SHALL BE VERIFIED IN THE FIELD BEFORE PROCEEDING WITH THE RESOLUTION. WORK. 18• FOLLOW ALL MANUFACTURER5 RECOMMENDED SPECIFICATIONS AND 9• DIMENSIONS ARE NOT ADJUSTABLE WITHOUT APPROVAL OF ARCHITECT IN INSTALLATION PROCEDURES UNLESS OTHERWISE DIRECTED. WRITING. WINDOW AND DOOR DETAILS 10.2 678 FORT WILLIAM DRIVE SAINT J011N5, FL 32259 904-5G4.0099 WWW. KE5-ARCH ITECT5. COM REVI'4..i�L.DwF`7: P'QL ` WORK: { }APPROVED { } DENIED { } NOT APPLICABLE TO DEnT 1-111 1 1.1N o ALJ :D N cn Az AWINGS O ARCHITECTURAL 155UE DATE NTtUCTURAL 155UE DATE CV COVER SHEET * DRAWING INDEX 1 ,27.2020 .0 DE51GN CRITERIA, SPECS, t GENERAL NOTES 10.25.1 9 O O TYPICAL DETAILS 10.25.1 9 A-0.0 EXISTING SITE PLAN 1> 12. 1 G. ' 9 A -O, I PROPOSED SITE PLAN 1 .27.2020 5 .O FOUNDATION PLAN 10.25.19 A-0.2 PROPOSED SITE DRAINAGE PLAN 1 .27.2020 51 .OA FOUNDATION DETAILS 10.25.19 L/_ A C) LLJ ELI n (-) III A-1 . 1 FIRST FLOOR PLAN 17.70 2 6 3 i . 1 15T LEVEL WALL FRAMING PLAN 10.25.19 A-1 .2 SECOND FLOOR PLAN 1 .9.2020 3 I,2 2ND LEVEL FLOOR AND LOW ROOF FRAMING PLAN 10.25.19 A-1 .3 THIRD FLOOR PLAN 10.25.19 51.3 2ND LEVEL WALL FRAMING PLAN 10.25.19 A-1 .4 ROOF PLAN 10.25. 19 5 I .4 UPPER ROOF FRAMING PLAN 10.25.19 A-2.1 EXTERIOR ELEVATIONS 1 .9.2020 52.0 FRAMING DETAILS 10.25.19 A-2.2 EXTERIOR ELEVATIONS 1 .9.2020 52. ! FRAMING DETAILS 10.25.19 A-2.3 DETACHED GARAGE EXTERIOR ELEVATIONS 12.G.': 9 52.2 FRAMING DETAILS 10.25.19 52.3 FRAMING DETAILS 10.25. 15 A-3.1 SECTIONS t DETAILS I .9.2020 A-3.2 SECTIONS t DETAILS 1 .9.2020 53.0 BUILDING SECTIONS 10.25. 19 A-3.3 SECTIONS * DETAILS 1.5.202C A-3.4 SECTIONS * DETAILS 1 .9.2020 A-3.5 SECTIONS * DETAILS 1 .9.2020 A -3.G CONSTRUCTION DETAILS 1 .9.2020 A-3.7 CONSTRUCTION DETAILS 1.9.202C A-5.1 WINDOW AND DOOR SCHEDULES 12. J A-5.2 WINDOW AND DOOR DETAILS 10.2 E-1 . 1 FIRST FLOOR POWER PLAN 10.25. 1 9 E-2.1 SECOND FLOOR POWER PLAN 12.G. 19 E-3.1 THIRD FLOOR POWER PLAN 10.25.19 E-1 .2 FIRST FLOOR ELECTRICAL CEILING PLAN 10.25. E-2.2 SECOND FLOOR ELECTRICAL CEILING PLAN 10.2.^. E-3.2 THIRD FLOOR ELECTRICAL CEILING PLAN 10.25. 1-111 1 1.1N o ALJ :D N cn O O z W � O O O O U U N N U U 1-111 1 1.1N o ALJ :D N cn z p V) LLJ z W � z W � O O U U U U W L/_ A C) LLJ ELI n (-) III (s) (l) CLI > > - J_j I JT I Ln PROJECT # 1 906 DRAWN BY IKE5 DATE 5/15/19 HEET TITLE COVER SHEET [•I i Cv EXISTING WOOD POWER POLE •S� /m szm oz � �zm = Oo W z Q Q >z INS Lu I SQUARE FOOTAGE - MAIN HOUSE 15T FLOOR - CONDITIONED 1,707 SF TERRACES - UNCONDITIONED 598 SF 2ND FLOOR - CONDITIONED 1,704 SF BALCONY - UNCONDITIONED G7 5F 3RD FLOOR - UNCONDITIONED 424 SF TOTAL CONDITIONED 3,835 SF SQUARE FOOTAGE - DETACHED GARAGE 15T FLOOR - CONDITIONED 222 SF 2ND FLOOR - CONDITIONED 202 SF TOTAL CONDITIONED 424 SF SITE PLAN NOTES I . ALL ELEVATION MEASUREMENTS ARE NAVD 2. EROSION CONTROL MEASURES (I.E. SILT FENCE, SWALES, AND/OR DRAINAGE IMPROVEMENTS) SHALL BE USED ALONG THE PROPERTY LINES TO PREVENT IMPACT TO ADJACENT PROPERTIES 3. ALL TREES INDICATED TO REMAIN WILL BE PROTECTED PER THE REQUIREMENTS OF THE ATLANTIC BEACH CODE, SECTION 23-32. INCLUDING, BUT NOT LIMITED TO, PROTECTIVE BARRIERS AND 51GNAGE DURING CONSTRUCTION ACTIVITIES EXISTING 41 WATER METER T/O BERM +8.30 _____ _ ---- I�--------+8.00----------------- -�---- ----- ---------- -+7.50---, +5.100 _+7.30 �.. ... -.. � - � • - +8.30 __ _-------- 0 -- ° da I i - ° 3'-2 I /2" I I 10'-5 112" I t 10'-0" 44 d I I I -- �I I 0-5 112" I i - ° •� I I I I I _ - °� I , I - I- I ► +7.30 _ Ln Q a Ln N ( N I + + + Fn z OVERFLOW i i i +8.50 CATCH BASIN I ' I I +7.30' I Gd ONE-STORY ` WOOD FRAMED EXISTING �� -� -_ � '' % I COVERED PORCH WATER/ EF, I- - - - - M ET 83 c4 DRAINAGE CALCULATION SITE SQUARE FOOTAGE 7,500 SF DEVELOPMENT RETENTION IMPERVIOUS SURFACE: 3,065 SF REQUIRED STORAGE VOLUME: 2, 1635 CF PROPOSED SWALE STORAGE VOLUME: 2,195 CF 'CALCULATED PER REQUIREMENTS OF SECTION 24 -GG OF ATLANTIC BEACH'S ZONING, SUBDIVISION, AND LAND DEVELOPMENT REGULATIONS IMPERVIOUS SURFACE RATIO (ISR) SITE SQUARE FOOTAGE: 7,500 5F O (CABBAGE PALM) NEW MAIN HOUSE: 1,7-4e SF < c. U c= L9 II 285 SF z 9G SF TOTAL SF: L IMPERVIOUS SURFACE RATIO: 40.9% EED EXISTING WOOD POWER POLE •S� /m szm oz � �zm = Oo W z Q Q >z INS Lu I SQUARE FOOTAGE - MAIN HOUSE 15T FLOOR - CONDITIONED 1,707 SF TERRACES - UNCONDITIONED 598 SF 2ND FLOOR - CONDITIONED 1,704 SF BALCONY - UNCONDITIONED G7 5F 3RD FLOOR - UNCONDITIONED 424 SF TOTAL CONDITIONED 3,835 SF SQUARE FOOTAGE - DETACHED GARAGE 15T FLOOR - CONDITIONED 222 SF 2ND FLOOR - CONDITIONED 202 SF TOTAL CONDITIONED 424 SF SITE PLAN NOTES I . ALL ELEVATION MEASUREMENTS ARE NAVD 2. EROSION CONTROL MEASURES (I.E. SILT FENCE, SWALES, AND/OR DRAINAGE IMPROVEMENTS) SHALL BE USED ALONG THE PROPERTY LINES TO PREVENT IMPACT TO ADJACENT PROPERTIES 3. ALL TREES INDICATED TO REMAIN WILL BE PROTECTED PER THE REQUIREMENTS OF THE ATLANTIC BEACH CODE, SECTION 23-32. INCLUDING, BUT NOT LIMITED TO, PROTECTIVE BARRIERS AND 51GNAGE DURING CONSTRUCTION ACTIVITIES EXISTING 41 WATER METER T/O BERM +8.30 _____ _ ---- I�--------+8.00----------------- -�---- ----- ---------- -+7.50---, +5.100 _+7.30 �.. ... -.. � - � • - +8.30 __ _-------- 0 -- ° da I i - ° 3'-2 I /2" I I 10'-5 112" I t 10'-0" 44 d I I I -- �I I 0-5 112" I i - ° •� I I I I I _ - °� I , I - I- I ► +7.30 _ Ln Q a Ln N ( N I + + + Fn z OVERFLOW i i i +8.50 CATCH BASIN I ' I I +7.30' I Gd ONE-STORY ` WOOD FRAMED EXISTING �� -� -_ � '' % I COVERED PORCH WATER/ EF, I- - - - - M ET 83 c4 DRAINAGE CALCULATION SITE SQUARE FOOTAGE 7,500 SF DEVELOPMENT RETENTION IMPERVIOUS SURFACE: 3,065 SF REQUIRED STORAGE VOLUME: 2, 1635 CF PROPOSED SWALE STORAGE VOLUME: 2,195 CF 'CALCULATED PER REQUIREMENTS OF SECTION 24 -GG OF ATLANTIC BEACH'S ZONING, SUBDIVISION, AND LAND DEVELOPMENT REGULATIONS IMPERVIOUS SURFACE RATIO (ISR) SITE SQUARE FOOTAGE: 7,500 5F IMPERVIOUS SURFACE: (CABBAGE PALM) NEW MAIN HOUSE: 1,7-4e SF GUEST HOUSE: 222 SF WOOD PORCHES: 713 5F DRIVEWAY (570 / 2): 285 SF FUTURE POOL (I 92 / 2): 9G SF TOTAL SF: 3,OG5 SF IMPERVIOUS SURFACE RATIO: 40.9% MAXIMUM ALLOWABLE 45% LOT 34 BLOCK 13 GUTTER AND TING FENCE DOWNSPOUT, TYP. TREE LEGEND PROPOSED BUILDINGS Sabal palmetto ..�.`cw�wm oa�.nn,r,V..��maLLoeo o��V�s �oeo.ice (CABBAGE PALM) NEW CLEAR TRUNK HT. AS SHOWN i0" PALM Magnolia Gandiflora 904.5G4.0099 (MAGOLIA, SOUTHERN) NEW (06` CLEAR TRUNK HT. AS SHOWN MAGNOLIA Quercus Orcgmiana (LIVE OAK) NEW CLEAR TRUNK HT, AS SHOWN G" LIVE OAK Platanus Occidentalis U m (SYCAMORE) TO REMAIN CLEAR TRUNK HT. AS SHOWN TREE MITIGATION CALCULATION N L.0 W m TOTAL INCHES OF PROTECTED TREES REMOVED I G I INCHES REPLACEMENT INCHES OF TREES REQUIRED 81 INCHES (1:2 PER AB CODE OF ORDINANCES SECTION 23-33, TABLE 1) REQUIRED INCHES FOR NEW CONSTRUCTION 12 INCHES 7,500 SF LOT AREA / 2,500 = (3) 4" MIN. CALIPER TOTAL REQUIRED INCHES Of NEWLY PLANTED TREES 79 INCHES TOTAL INCHES OF PROPOSED TREES (CABBAGE PALMS, 88 INCHES MAGNOLIA, AND LIVE OAK) NOTE: m 1. PALMS MUST HAVE A MINIMUM 8 FOOT CLEAR TRUNK HEIGHT AT TIME OF PLANTING 2. ALL OTHER TREES MUST HAVE MINIMUM 2" CALIPER AND 10 FOOT HEIGHT AT TIME OF PLANTING PLAN LEGEND PROPOSED BUILDINGS ..�.`cw�wm oa�.nn,r,V..��maLLoeo o��V�s �oeo.ice PROPOSED COVERED PORCHES G78 FORT WILLIAM DRIVE SAINT JOHNS, FL 32259 PROPOSED HARDSCAPE, INCLUDING FUTURE WORK 904.5G4.0099 PROPOSED GRASS PAVERS❑❑❑❑❑❑❑❑❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ PROPERTY LINE - SETBACK LINE -- - - EXISTING CONTOUR LINE - CONTOUR LINE TO BE MODIFIED NEW CONTOUR LINE ----------- DEMOLITION LINE ------- DRAINAGE FLOW DIRECTION LINE OF DRAINAGE UNDERGROUND SOCK DRAIN DIRECTIONAL CHANGE LINE TO RETENTION AREA, TYP. GUTTER AND L-A I-; DOWNSPOUT, TYP. T/O BERM T/O BERM � +8.30 ) 'N150,00' (PLAT) > +8.30 � �` ��, N 060 3603I I W 149.54 (MEASURED) 611 =- -- - -�- '- -- - - - - - - - --- ------------------------ -�-- ---------_--_- - - - ----------------------------- ------ - -- ---------------------------------------- ------------------ 8 00- ------------------------------- --- - - - +8.20 0+7.90 +8 +8.25 +8.25 ------------- -..-..-..-..-:.-..-..-..-..-..-. I �+8.25 - - .. - .. - .. - .. - _-- __-- - --- '------------- - LOT 32 _ -_ _ -- - 5LOCK i I I I - - - - I I I - - ,•R - -- TWO-STORY ljj� + 7.60 WOOD FRAMED � _ DETACHED GARAGE HT 2-4"' .WOOD _ - -�= = - 8.00 +7.60 --' �� ,' RETAINING WALL. - - FIN. FLOOR_ i 0 T/O WALL +8.00' _. _ - - _=ECFV. +8.50 -- ---- - - +8.25 _ _ - - 101-01, TWO-STORY WOOD - -_- - - --- -_ _ -- - FRAMED HOUSE - - -- _ I - FIN. FLOOR; _ = _- --- FUTURE WOOD DECK 2" ELEV. + 10.75' - _ ABOVE GROUND, N.I.C. II - - = -- -- - , S�jiNG LL- - - - _ -- - � EXISTING 0+8.00/ A/ T/O TSO SLAB == = - WOOD FRAMEZZ D -- --- -- - ELEV. + 10. GO' - - COVERED PORCH+5.60 N - - -_ ----- - _ - --- _- 12'x I G' FUTURE POO lu $ ° so, \50% IMPERVI +8.50 - - - - - ° +8.40 - -- - - _ - _ 251-511 GRASS PULL _ i I I I N m OFF 8 - - - - - - ° S, - - .. .-`.�-❑.❑ ..-..�..- ..-.._:.-. -. _ - •8:-00 - - ❑�-, -1 fl ❑�e ❑ fl-�r❑ ❑ +8.50+8.20 --- -------------- ------ ❑❑❑❑ 0000❑❑❑❑❑❑ +8u40❑� ❑❑❑❑-- +8.50 [i❑❑❑❑❑❑❑❑❑❑❑❑❑u❑❑❑❑❑ CII ❑ uuuu❑❑❑❑ul I �' --- ❑I❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑ i�❑❑❑❑ - - I❑❑❑❑❑❑❑❑❑❑O❑[ ------ --- -------------- ---- ❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑ ❑ D00A--=_-------❑❑❑❑------❑❑ ❑❑❑❑0000❑h❑❑❑❑o❑❑❑❑oo❑I � - - -1 +8.00 ----- ❑I❑ ❑ 0 0 ❑ ❑ ❑ O ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ C�❑ ❑ _ _ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ C] ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ I ----------------- -- '�/ �- - - -, - n n n �1CLL-L❑ n n n D-1.L.LLQQ� n n n �_O.Ll.t7.C7...a. _ --------�-------------------------i-8•p0 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑._ - +8.40-�'� ❑"�I�❑� o ------------------ ------ ° TURF BLOCK❑❑❑❑❑❑❑❑ nnnn❑❑❑❑❑f 1 ---------- -----' ❑I❑❑❑❑❑❑❑❑❑ ❑ ❑ ❑❑0 ❑❑❑❑❑❑❑_ - - „❑❑❑❑❑❑❑❑❑❑❑❑❑ +845 1+7.80 �u a .0 u , +7 70 T/O OVERFLOW CATCH 0000❑❑❑❑u ❑0❑❑❑ 0000❑❑❑❑=C=---:❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑[PAVERS(50%0000❑C]❑❑ 0000❑I+8.10 ❑I❑❑❑❑❑❑❑❑❑ 0000❑❑❑ ❑❑❑❑❑❑❑❑❑=-C_--❑❑ ❑❑❑0❑❑❑❑❑❑0❑❑[IMPERVIOUS) ❑❑❑❑❑❑❑❑❑❑ ❑❑ ❑[ BASIN +7.65' I / daa ❑.❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ - - ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 0 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ C7 ❑ ❑ ❑ ❑ ❑ ❑ ❑ \ LOW SPOT IN REAR YARD / ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 0 ❑ ❑ - _'� - _ - ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ [ ° a ❑❑❑❑❑❑❑❑❑❑❑❑ ❑❑❑DO EDE ❑❑❑❑❑❑❑C-_ _❑ _-_-❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑�❑❑❑❑❑❑❑0000❑❑❑❑❑0❑❑I -- - - -ZNEW +7.°Q0 ❑ ❑ - - -- - - - n 1 n n n n nF .3, S 06°36'48" E 149.8 I'(MEASURED) UNDERGROUND SOCK 150.00'(PLAT)LINE OF DRAINAGE NCE � 8" DRAIN PIPE UNDERGROUND SOCK DRAIN LINE TOTO EXISTING RETENTION AREA, TYP. DIRECTIONAL CHANGE DRAIN LINE AREA, ' RETENTION AREA, TYP. WATER METER =,. ..�. LOT 3o PUBLIC WORKS EXISTING TELEPHONE RISER PROPOSED DRAINGE PLAN -0.2 SCALE: I BLOCK 13 { APPROVED { } DENIED { } NOT APPLICABLE TO DE REVISE I YY� L• APPROVED *1, JAN 28 9n20 •• N J m ego 5 PROJECT NORTH ..�.`cw�wm oa�.nn,r,V..��maLLoeo o��V�s �oeo.ice G78 FORT WILLIAM DRIVE SAINT JOHNS, FL 32259 904.5G4.0099 WWW. KE5-ARCHITECTS. COM EXPIRES: 2/28/21 Lu U m Z N N L.0 W m QLU =U W �- Q m U Q0 r mz Lu Q Q O O � O O � O N �� Z Z F�- Z Lu W LLJ N O O U U U U oLry Na- n C) � LU W W W ry a/ - PROJECT # 19OG DRAWN BY KES DATE 5/15/19 S I PROPOSED DRAINAGE PLAN SHEET NUMBER 2 • Ayers 1?,esi* ence 36`9 10th Street Atlantic Beach, FL 32233 GLJ.- e PROJECT ADDRESS 36 I CODE N FC� INFORMATION I I C� N2 NOTES STREET, 32233 ALL WORK SHALL CONFORM TO ALL FEDE L, STATE, AND MUNICIPAL CODES AND 8. SQUARE FO AGE MAIN HOUSE 3,431 SF - CONDITIONED DETACHED GARAGE 425 SF - CONDITIONED 2. THE CONSTRUCTION DOCUMENT PACKAGE CODE REVIEW JURISDICTION ATLANTIC BEACH, DUVAL COUNTY DIMENSIONS AND GRAPHIC REPRESENTATIONS OCCURRING ON LARGER SCALED 10.25. 1 9 APPLICABLE CODES 2017 FLORIDA BUILDING CODE - RESIDENTIAL - 6TH EDITION (FBC) 2017 FLORIDA BUILDING CODE - RESIDENTIAL - 6TH EDITION (FBC) 50.1 201 7 FLORIDA BUILDING CODE - MECHANICAL - 6TH EDITION (FBC) THIS PROJECT SHALL EXAMINE AND 2017 FLORIDA BUILDING CODE - PLUMBING - 6TH EDITION (FBC) EXISTING SITE PLAN 2017 FLORIDA BUILDING CODE - ENERGY CONSERVATION - 6TH EDITION (FBC) BECOME FAMILIAR WITH ALL CONTRACT D 2014 NATIONAL ELECTRIC CODE (NEC) 10. CITY OF ATLANTIC BEACH LAND DEVELOPMENT REGULATIONS A-0. I PROPOSED SITE PLAN ZONING DISTRICT R5-2: SINGLE FAMILY RESIDENTIAL DISTRICT FIXTURES, GRILLES, DIFFUSERS AND OTHER CRITICAL CEILING ITEMS. 3. BUILDING HEIGHT 35' MAXIMUM - PRINCIPAL; 25MAXIMUM - ACCESSORY (DETACHED GARAGE) MAIN HOUSE 34'-8" ABOVE GRADE DETACHED GARAGE 2 1'-3-1/4" ABOVE GRADE SETBACKS 1 1, MAIN HOUSE FRONT: 20' ONLY A PARTIAL REVIEW. ALL COSTS SUB REAR: 20' ' SIDE: COMBINED 15', MINIMUM 5EACH 51DE DETACHED GARAGE FRONT: 20' j REAR: 20' 12.6. 9 SIDE: COMBINED 15', MINIMUM 5' EACH SIDE DISCREPANCY AND/OR UNCERTAINTY AS T WHAT MATERIAL OR PRODUCT IS TO IMPERVIOUS SURFACE RATIO 45% MAXIMUM PROPOSED 44.9% R OR ARCHITECT. 2ND LEVEL FLOOR AND LOW ROOF FRAMING PLAN 5TORMWATER RETENTION CALC. REFER TO A-0.0 IT IS THE INTENT OF THE CONTRACT DOCU ENTS TO PROVIDE FOR COMPLETE 13. WHERE NO SPECIFIC DETAIL 15 SHOWN, THE FRAMING OR CONSTRUCTION SHALL GLJ.- e PROJECT ADDRESS 36 I GENERAL NOTES OF ALL WORK SHALL CONFORM TO ALL FEDE L, STATE, AND MUNICIPAL CODES AND 8. MINIMUM CLEARANCE AND OTHER DIMENSIONAL REQUIREMENTS SHALL TAKE CODE AUTHORITIES HAVING JURISDICTION OVER THIS PROJECT. ISSUE DATE PRECEDENCE IN ALL CASES. NOTIFY ARCHITECT OF ANY DISCREPANCIES. 2. THE CONSTRUCTION DOCUMENT PACKAGE REPRESENTS THE BASIC PROJECT 5. DIMENSIONS AND GRAPHIC REPRESENTATIONS OCCURRING ON LARGER SCALED 10.25. 1 9 SCOPE AND CONSTRUCTION REQUIREMENTS. THE CONTRACTOR, DRAWINGS SHALL TAKE PRECEDENCE OVER SMALLER SCALE DRAWINGS. 50.1 SUB -CONTRACTORS AND SUPPLIERS FOR THIS PROJECT SHALL EXAMINE AND A-0.0 EXISTING SITE PLAN BECOME FAMILIAR WITH ALL CONTRACT D CUMENT5 IN THEIR ENTIRETY, 10. SEE ARCHITECTURAL REFLECTED CEILING PLANS FOR DIMENSIONS LOCATING A-0. I PROPOSED SITE PLAN 12.G. 19 FIXTURES, GRILLES, DIFFUSERS AND OTHER CRITICAL CEILING ITEMS. 3. SUB -CONTRACTORS SHALL PREPARE BIDS FROM THE ENTIRE SET OF CONSTRUCTION DOCUMENTS AND SHALL OT BE ALLOWED TO BID BASED ON 1 1, DETAILS MARKED "TYPICAL" (TYP.) SHALL APPLY IN ALL CASES UNLESS FIRST FLOOR PIAN ONLY A PARTIAL REVIEW. ALL COSTS SUB ITTED SHALL BE BASED ON A SPECIFICALLY INDICATED OTHERWISE. THOROUGH KNOWLEDGE OF THE WORK AND THE MATERIALS REQUIRED. ANY 12.6. 9 S 1 . 1 DISCREPANCY AND/OR UNCERTAINTY AS T WHAT MATERIAL OR PRODUCT IS TO 12. DETAILS MARKED "SIMILAR" (SIM.) MEANS COMPARABLE CHARACTERISTICS FOR U BE USED SHOULD BE VERIFIED WITH OWN R OR ARCHITECT. 2ND LEVEL FLOOR AND LOW ROOF FRAMING PLAN THE CONDITIONS NOTED. VERIFY SIMILAR DIMENSIONS OR NOTES ON THE PLAN. 4. IT IS THE INTENT OF THE CONTRACT DOCU ENTS TO PROVIDE FOR COMPLETE 13. WHERE NO SPECIFIC DETAIL 15 SHOWN, THE FRAMING OR CONSTRUCTION SHALL 2ND LEVEL WALL FRAMING PLAN AND FINISHED WORK. ALL MISCELLANEOU COMPONENTS, PARTS, ANCHORS, BE IDENTICAL OR SIMILAR TO THAT INDICATED FOR LIKE CASES OF w r AND OTHER INCIDENTAL ITEMS REQUIRED OR COMPLETE ASSEMBLY, 1 0.25.19 CONSTRUCTION ON THE PROJECT. EXTERIOR ELEVATIONS FUNCTIONING AND OPERATION OF AN ITE OR SYSTEM SHALL BE PROVIDED. THE Q 0 CONTRACTOR SHALL INCLUDE ALL COMPO qENT5 THAT ARE NORMALLY 14. WHERE THE PHRASE OR EQUAL" OR "AN APPROVED EQUAL" OCCURS IN THE 52.0 INCIDENTAL TO THE WORK. THOSE COMP NENT5 WHICH ARE NOT SHOWN ON A-2.3 CONTRACT DOCUMENTS, DO NOT ASSUME THAT MATERIALS, PRODUCTS OR THE DRAWINGS OR CALLED FOR IN THE SP CIFICATION5, BUT WHICH ARE FRAMING DETAILS EQUIPMENT WILL BE APPROVED AS EQUAL UNLESS THE ITEM HAS BEEN REQUIRED AS AN ESSENTIAL AESTHETIC O FUNCTIONAL COMPONENT OF THE SPECIFICALLY APPROVED IN WRITING FOR THIS WORK BY THE ARCHITECT. FRAMING DETAILS WORK, SHALL BE INCLUDED AS IF IT WERE DRAWN OR SPECIFIED. 5ECTION5 * DETAILS 10.25. 10 52.3 FRAMING DETAILS 15. SUBSTITUTIONS MUST BE PRE -APPROVED IN WRITING BY THE ARCHITECT. 5. DIMENSIONS: 12.G. 15 PROJECT # -IN NO CASE SHALL WORKING DIME 5ION5 BE SCALED FROM DRAWINGS. 16. DIMENSIONS, ALIGNMENTS AND DETAILS SHOWN ON THESE DOCUMENTS ARE 53.0 -UNLESS NOTED OTHERWISE, ALL DIMENSIONS ARE FROM/TO: FACE OF A-3.4 BASED UPON AN ASSUMED MANUFACTURER'S STANDARD DETAILS. IF A CMU OR FACE Of EXTERIOR SHEATHING DATE MANUFACTURER IS SUBSTITUTED AND/OR "APPROVED EQUAL" BY THE ARCHITECT A-3.5 SECTIONS * DETAILS 10.25.1 9 AS SPECIFIED, IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO G. ALL ELEVATIONS ARE REFERENCED FROM I OF OF SLAB BEING EQUAL TO +0'-0". CONSTRUCTION DETAILS COORDINATE THE DIMENSIONAL AND DETAIL REQUIREMENTS OF THIS PROJECT 10.25. 1 9 AND/OR ENGAGE THE ARCHITECT TO REVISE AND COORDINATE THE CONTRACT 7. WHERE DIMENSIONS ARE SHOWN WITH +/ INDICATIONS, ADJUSTMENTS MAY BE DOCUMENTS AS MAY BE REQUIRED. MADE TO SUIT FIELD CONDITIONS. IF ADJ J5TMENT REQUIRED IS GREATER THAN 10%, NOTIFY ARCHITECT FOR REVIEW. 17, CONFLICTS IN DIMENSION, STRUCTURE, PLACEMENT, OPERATION', AND DETAIL 12.66. 19 SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT IN WRITING FOR 8• ALL DIMENSIONS SHALL BE VERIFIED IN THE FIELD BEFORE PROCEEDING WITH THE 10.25. 1 9 RE50LUTION. WORK. 18• FOLLOW ALL MANUFACTURER'S RECOMMENDED SPECIFICATIONS AND 9• DIMENSIONS ARE NOT ADJUSTABLE WITHC UT APPROVAL OF ARCHITECT IN INSTALLATION PROCEDURES UNLESS OTHERWISE DIRECTED. WRITING. SECOND FLOOR POWER PLAN 12.6. 19 GLJ.- e PROJECT ADDRESS 36 I 678 FORT WILLIAM DRIVE SAINT JOHNS, FL 32259 904.387.6818 WWW. KE5-ARCH ITECT5. COM 1 EXPIRES: 2/28/21 W U z W 0 V) W r. ) ^ L1000 W Q m Co CV CV m w LL - (S) =U O w - m 6� LO mz _Q PA AINDEX OF ............... DRAWINGS ARCHITECTURAL 155YE DA STRUCTURAL ISSUE DATE CV COVER SHEET * DRAWING INDEX W 12.6. 19 50.0 DESIGN CRITERIA, SPECS, f, GENERAL NOTES 10.25. 1 9 50.1 TYPICAL DETAILS 10.25.1 9 A-0.0 EXISTING SITE PLAN 1 1.18.1 9 A-0. I PROPOSED SITE PLAN 12.G. 19 51.0 FOUNDATION PLAN 10.25. 10 S 1,0A FOUNDATION DETAILS 10.25. 10 A-1 . 1 FIRST FLOOR PIAN 12.G. 9 A- 1.2 SECOND FLOOR PLAN 12.6. 9 S 1 . 1 15T LEVEL WALL FRAMING PLAN 1 0.25.1 9 A- 1.3 THIRD FLOOR PLAN U 10.25. 9 S 1 .2 2ND LEVEL FLOOR AND LOW ROOF FRAMING PLAN 1 0.25.1 9 A-1 .4 ROOF PLAN > 10.25, 1 9 < 51.3 2ND LEVEL WALL FRAMING PLAN 10.25. 10 w r 51.4 UPPER ROOF FRAMING PIAN 1 0.25.19 A-2.1 EXTERIOR ELEVATIONS 12.G. 19 Q 0 A-2.2 EXTERIOR ELEVATIONS 12.G. 19 52.0 FRAMING DETAILS 1 0.25.1 9 A-2.3 DETACHED GARAGE EXTERIOR ELEVATIONS 10.25.1 9 j 52.1 FRAMING DETAILS 10.25.1 9 52.2 FRAMING DETAILS 10,25. 13 A-3. I 5ECTION5 * DETAILS 10.25. 10 52.3 FRAMING DETAILS 10.25.1 9 A-3.2 SECTIONS * DETAILS 12.G. 15 PROJECT # A-3.3 SECTIONS * DETAILS 0. 19 53.0 BUILDING SECTIONS 10.25.1 9 A-3.4 SECTIONS $ DETAILS 10.25.1 9 DATE A-3.5 SECTIONS * DETAILS 10.25.1 9 A-3.6 CONSTRUCTION DETAILS 10.25. 1 9 A-3.7 CONSTRUCTION DETAILS 10.25. 19 A-5.) WINDOW AND DOOR SCHEDULES 12.66. 19 A-5.2 WINDOW AND DOOR DETAILS 10.25. 1 9 E- 1. 1 FIRST FLOOR POWER PLAN 10.25.1 9 E-2.1 SECOND FLOOR POWER PLAN 12.6. 19 E-3.1 THIRD FLOOR POWER PLAN 10. 1 9 E-1 .2 FIRST FLOOR ELECTRICAL CEILING PLAN 1 0.25.1 9 E-2.2 SECOND FLOOR ELECTRICAL CEILING PLAN 10.25. 15 E-3.2 THIRD FLOOR ELECTRICAL CEILING PLAN 10.25. 19 678 FORT WILLIAM DRIVE SAINT JOHNS, FL 32259 904.387.6818 WWW. KE5-ARCH ITECT5. COM 1 EXPIRES: 2/28/21 W U z W 0 V) W r. ) ^ L1000 W Q m Co CV CV m w LL - (S) =U O w - m 6� LO mz _Q PA SHEET TITLE COVER SHEET �I Cv Z w W W V LIS 0 0 it U U W w r W a_ � (-- Q 0 (S) (S) LLJ Ill - _ CV PROJECT # 1906 DRAWN BY KE5 DATE 5/15/19 SHEET TITLE COVER SHEET �I Cv Z O� O = n -I ❑ ❑ ❑ ❑ ul❑JJ ❑ ❑ ❑ ❑ ❑ LlI— _1❑❑❑❑'-�❑IJ❑❑D❑❑l-1❑ ❑❑❑❑IM❑ 01❑❑I1E ._ ❑❑❑; u-- —L- D El F-1 El El Oij 0 r I El El C❑❑❑❑Lij0rl❑❑LC 001 ❑❑❑❑❑❑ ❑❑❑❑❑ ❑ ❑ ❑ ❑ EA ❑ ❑ F-10 ❑ ❑ ElEf ❑ ❑ ❑ ❑ ❑ ❑ [10 ❑ ❑ ❑ ❑ J ElLl❑ ❑ ❑ ❑ ;❑ Cl ❑ ❑ D,❑ El❑ `: ��] L1❑ ❑ ❑ C ❑L:a❑❑ l r ❑ _I❑❑ �❑❑❑❑❑❑❑❑❑❑❑❑ ❑ ❑ ❑ ❑ y G>❑ ❑ ❑ ❑ `, ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 0 _❑❑❑❑<�CI❑ ❑_1�❑❑❑❑❑❑❑❑❑❑❑❑ ❑ ❑❑��❑❑❑_ ❑❑D❑❑❑❑❑❑❑❑❑❑❑❑1 ❑❑ ❑� 0000: ❑❑❑❑❑❑❑❑❑❑❑❑ ❑❑c r -❑❑❑❑CI❑❑ ❑❑❑❑❑❑❑❑❑❑❑❑ ❑❑❑❑❑1�❑❑❑❑El ❑❑❑❑❑❑❑❑❑❑❑❑ - C0E0Ol_iE 0 I_J ❑❑❑❑❑❑❑❑❑❑❑❑ 0000❑❑CIC l❑❑❑❑❑❑❑❑❑❑❑❑❑ ❑❑1Q❑❑E,❑U❑❑❑ ❑❑❑❑❑❑❑❑❑❑❑❑ El ❑U❑\❑IIIaQ❑❑❑ ❑❑❑❑❑❑❑D❑❑❑❑❑D ❑ [ 1 ❑ 1L! ❑� ❑ Ll t J `❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ El Ll 0'_2112'❑_l❑❑ ❑❑❑❑❑9'-0' 0000 i❑❑❑I❑❑1❑❑r7❑C❑❑- - ❑❑❑❑❑❑❑❑❑❑❑❑ 1 ❑ ❑ 1 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ c DAa o LI.[La ❑ _ El ❑� 1'❑❑r�❑❑❑❑❑❑❑❑+ ❑❑- 7 ❑ P - 1]0 Ci a , rl ❑ ❑ I ❑ C7 •❑ ❑ ❑ � n r] 7 n E ❑�-i❑❑CI Ell _r ❑❑❑ U - E ❑vj❑1❑❑Ell ❑CJ _r ❑EJ F ❑❑Ell I T ❑❑r. 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