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366 5th St RES19-0117 New Residential Home rs_.•.''."%>>. RESIDENTIAL PERMIT PERMIT NUMBER v" 1 ` CITY OF ATLANTIC BEACH RES19-0117 �� ISSUED: 12/13/2019 800 SEMINOLE ROAD i t' ''.0sil" ATLANTIC BEACH. FL 32233 EXPIRES: 6/10/2020 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: 366 5TH ST RESIDENTIAL NEW SINGLE NEW RESIDENTAL HOME $510212.25 FAMILY RESIDENCE TYPE OF REAL ESTATE ZONING: BUILDING USE SUBDIVISION: CONSTRUCTION: NUMBER: GROUP: 169847 0000 ATLANTIC BEACH COMPANY: ADDRESS: CITY: STATE: ZIP: CEM Builders, Inc. 10143 Bishop Lake RD JACKSONVILLE FL 32256 OWNER: ADDRESS: CITY: STATE: ZIP: CHILDERS BEACH LIFE LLC 376 4TH ST ATLANTIC BEACH FL 32233 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 UTILITIES UNDERGROUND WATER SEWER UTILITIES INFORMATIONAL I Notes: Avoid damage to underground water and sewer utilities. Verify vertical and horizontal location of utilities. Hand dig if necessary. If field coordination is needed,call 247-5878. 2 PUBLIC UTILITIES METER BOX SEWER CLEAN OUT INFORMATIONAL Notes: Ensure all meter boxes,sewer cleanouts and valve covers are set to grade and visible. Issued Date: 12/13/2019 1 of 3 3 400 01-Are RESIDENTIAL PERMIT PERMIT NUMBER `' CITY OF ATLANTIC BEACH RES19-0117 k ISSUED: 12/13/2019 \ � / 800 SEMINOLE ROAD \0::>>/ ATLANTIC BEACH. FL 32233 EXPIRES: 6/10/2020 3 PUBLIC UTILITIES RT1 SEWER CLEANOUT INFORMATIONAL Notes: A sewer cleanout must be installed at the property line. Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible. 4 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. 5 PUBLIC WORKS ON SITE RUNOFF INFORMATIONAL Notes: All runoff must remain on-site during construction. 6 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. 7 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. 8 PUBLIC WORKS RIGHT OF WAY RESTORATION INFORMATIONAL Notes: Full right-of-way restoration,including sod,is required. 9 PUBLIC WORKS RUNOFF INFORMATIONAL Notes: All runoff must remain on-site. Cannot raise lot elevation. 10 PUBLIC WORKS MAXIMUM DRIVEWAY INFORMATIONAL Notes: Maximum driveway width within the City right-of-way is 20 feet. 11 PUBLIC WORKS TOPO SURVEY INFORMATIONAL Notes: Must provide a topographic(TOPO)survey with water retention for final C.O.Inspection. FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $1702.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $851.00 BUILDING PLAN REVIEW RESUBMITTAL SECOND 455-0000-322-1006 0 $50.00 CROSS CONNECTION 400-0000-343-3701 0 $50.00 PU REVIEW RESIDENTIAL BLDG 001-0000-329-1007 0 $50.00 Issued Date: 12/13/2019 2 of 3 %'S'"`.N.0_, RESIDENTIAL PERMIT PERMIT NUMBER RES19-0117 ��j v CITY OF ATLANTIC BEACH ISSUED: 12/13/2019 800 SEMINOLE ROAD I EXPIRES: 6/10/2020 ATLANTIC BEACH. FL 32233 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 $39.80 STATE DCA SURCHARGE 455-0000-208-0600 0 $26.53 ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $50.00 TOTAL:$2,944.33 Issued Date: 12/13/2019 3 of 3 r � ,;0-A.1rjr, City of Atlantic Beach APPLICATION NUMBER Js i% Building Department (To be assigned by the Building Department.) 800 Seminole Road //� ++ / j.,• ,. Atlantic Beach, Florida 32233-5445 CS l� l J Phone(904)247-5826 • Fax(904)247-5845 Jj oPE-mail: building-dept@coab.us Date routed: q City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: ( Department review required • Yes No 477 din Applicant: C_ 1 l� LTh 0 i R- ning Tree Administrator Project: 1\. c/AE.-tS liic U lit . `�clic Utilities'] ublrc-Sa of ty 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. ?Ibenied. ❑Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING y_a(.� Reviewed by: Date: TREE ADMIN. Second Review: Approved as revised. Deed. ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: 7' a-91 FIRE SERVICES Third Review: Xpproved as revised. Denie . ❑Not applicable Comments: Reviewed by: Date: 312017 ;;;:1'_:1,'r% Building Permit Application OFFICE COPY Updated l0/9/18 r City of Atlantic Beach Building Department **ALL INFORMATION r 800 Seminole Road, Atlantic Beach, FL 32233 HIGHLIGHTED IN GRAY JffIS REQUIRED. Phone: (904) 247-5826 Email: Building-Dept@coab.us Job Address: 3 to(' 5"4 -SrRC 47t.AN71 c 43E*'171 Permit Number: RE S'1 cj U \ l 7 Legal Description 5----69 /6.'2,5'-295 • 17Z 41-[AN71c I35.''1 S/0 Ler Zq 131.K( RE# /(D9 8 47 -0000 Valuation of Work(Replacement Cost)$ 94L1 .00 Heated/Cooled SF 3'6 6 sifr4 Non-Heated/Cooled /19 47 59,* • Class of Work: eNew ❑Addition ❑Alteration ❑Repair ❑Move ❑Demo ❑Pool ❑Window/Door • Use of existing/proposed structure(s): ❑Commercial L sidential • If an existing structure,is a fire sprinkler system installed?: ❑Yes l3go • Will tree(s) be removed in association with proposed project? ❑Yes(must submit separate Tree Removal Permit) LINO Describe in detail the type of work to be performed: CONS-it/CV a A/ of N/eyV /?eslcie4/1*/ /*om - o/Ah 0,19fwc41 44d n*mrd, s'Cul rxfk, Florida Product Approval# for multiple products use product approval form Property Owner Information Name C14 ii-176/2c BI -cW Z/Fr L LC Address 37(.i 4'"' 57-- City 7'City Arl.siurlc., LF State Pc_ Zip 3 ZZ 33 Phone E-Mail Owner or Agent(If Agent, Power of Attorney or Agency Letter Required) Contractor Information p Name of Com any CEM 13OIL.DEi 5 irk Qualifying Agent CQ,a,U 6 6,414.Il Address 1 3 D3 via itt 1i-E►2ni PL City -.14cK SdNvi U-SCA'' State /=6 Zip 3 22Z`y- Office Phone cj0W- 5'25-- 0093 Job Site Contact Number 90¢- 6-Z5--ao83 State Certification/Registration# CBC +7 8 4(0 E-Mail CCmbti I m('rs oe Ce yt C.7-ST. Vel Architect Name&Phone# Engineer's Name&Phone# KPVIM C, A/l,VRr/n11 /144PT11) EnlolNEoeIn/s, J , 90q-- it7Z - /4-59 Workers Compensation Insurer OR Exempt WExpiration Date $-Z - Z0 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 ELECTRICAL WORK, PLUMBING,SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS,TANKS, and AIR CONDITIONERS,etc. 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. . 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 COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE REC• :DING YOUR NICE OF COMMENCEMENT. i � � / 1i �� c./7 / (Signature of Owner or Agent) (Signature of Contractor) Signed and sworn to(or affirmed) before me this affray of Signed and sworn to(or affirmed)before me this tS day of 'A Qc�\ , '101 , by 3 u.L1a G►1ri\&, c5 i cS\ .01o, , by(coti y $-\av-o-r. \•`..� .-->_Q A.,, .Z-A - (Signature of Notary) *Ifo4�Py1}•Adkins ..p. 11. NOTARY PUBLIC of Y Sharon L.Adkins ; STATE OF FLORIDA o.� ' NOTARY PUBLIC °:�`.. Comm#GG012916 Personally Known OR -.STATE OF FLORIDA Personally Known OR •/1i191% p. [ ]Produced Identification y :terra Produced Identification Ex •Tres 7/18/2020 , Comm#GG012916 .{D riv�ck, LA can\— Type of Identification: "4./4,0E.74-ii; F,wirva 7/18/,2pQp Type of Identification:�L-. OFFICE COPY j o : �AnI AK I�lfj i a .✓ Ram : CEM a� �aDFzs ettoic, 64ave 50 r Y� � oz /zsf , y Revision Request/Correction to Comments **ALL INFORMATION 8rtrt� Lf�� HIGHLIGHTED IN 4" i City of Atlantic Beach Building Department GRAY IS REQUIRED. e sr 800 Seminole Rd, Atlantic Beach, FL 32233 Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: 1 1 - C ( f Revision to Issued Permit OR / Corrections to Comments Date: 7 - 2 — / Project Address: 364 5— }h $ } t f Contractor/Contact Name: C.�/ti F inc/v'i r'c �rJ (✓i C C rct i`t '7 (( Contact Phone: i dy - 2 5' deg 3 Email: Le—Al ers (ti:-) ecv2.7(6-IS t Description of Proposed Revision/Corrections: a/19 I I i< (A)a 46 s Z -sc-rs o z A ('i) -- r-e e . PQM_: 4 / + — � /`I„�s e Mottloc±.-S - tCC-ES V �/I0r.. J / I CreA)' C ct (� v� 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: • NJ-proposed revision/corrections add additional increase in building value to original submittal? .1No ❑*Yes (additional increase in building value: $ ) (Contractor must sign if increase in valuation) *Signature of Contractor/Agent: (Office Use Only) L� Approved ❑ Denied ❑ Not Applicable to Department Permit Fee Due Revision/Plan Review Comments `Review Required: Building_ 01-" manning&Zoning iewed By Tree Administrator u6(c Works -, s" 7• b I1 Safety Date -vices Updated 10/17/18 ' " CITY OF ATLANTIC BEACH _ J 1� �' . J 800 SEMINOLE ROAD "'"r ATLANTIC BEACH, FL 32233 (904)247-5800 BUILDING REVIEW COMMENTS Date: 4/25/2019 Permit#: RES19-0117 Site Address: 366 5TH ST _ Review Status: denied _ RE#: 169847 0000 Applicant: CEM Builders, Inc. Property Owner: CHILDERS BEACH LIFE-LLC Email: cembuilders@comcast.et Email: Phone: 904.525.0083 Phone: • 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: lir. Submit 2 copies of the Manual S compliance report to complete the energy calculation / 2. A topographical survey will be required for new construction. I will send you a PDF that has . /information pertaining to the surveys required in Atlantic Beach, and a PDF to show how F.F.E is V determined. Once the FFE has been established by contractor he shall sign and date the FFE on 2 copies of the site plan. Presently the documents submitted, Construction site management plan and the Map Showing Boundary Survey, do not show any elevations. V. Submit 2 copies of the evaluation reports for the spray foam insulation to on this project. e4. Submit 2 copies of the engineered truss drawings. The EOR shall al o sign and seal the plans as well. p _ -1. 26 . 1q Building Mike Jones Building Inspector/Plans Examiner City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 (904)247-5844 email:mj one s@coab.us `arta s led Re.vs,e w Goey) V 1 11\+ $ 4//2-‘42-0/ 1 ill ittal Notes: lnd changes shall clearly stand out from the rest of the drawing on the sheet as a revision by way of -ircling 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. CITY OF ATLANTIC BEACH a 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 (904) 247-5800 ZONING REVIEW COMMENTS Date: 7/26/2019 Permit#: RES19-0117 Site Address: 366 5TH ST Review Status: DENIED RE#: 169847 0000 Applicant: CEM Builders, Inc. _ Property Owner: CHILDERS BEACH LIFE LLC Email: Email: Phone: Phone: 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: Mechanical Equipment: Please either make a note that the proposed A/C equipment is adjacent to the neighbor's equipment or show that the proposed A/C equipment is at least 5 feet from the property line. Otherwise, please move the A/C equipment accordingly. Setbacks: Please show the exact setbacks from the house to the property lines on the site plan as this is necessary in reviewing the projections (see below comment). Side Yard Projections: Section 24-83(b) limits projections into the side yard setbacks to 24 inches, which includes the proposed "bump outs" and roof overhangs. In other words, no part of the proposed bump-outs and roof overhangs can go into the side yard setback more than 2 feet/24 inches. Please reduce the roof overhang over the 2 foot bump outs to meet this requirement. 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. OFFICE COPY Revision Request/Correction to Comments **ALL INFORMATION HIGHLIGHTED IN City of Atlantic Beach Building Department GRAY IS REQUIRED. T1 800 Seminole Rd, Atlantic Beach, FL 32233 ,Q ` IS' Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: 'e5 /1-0R3 -ORT/ Revision to Issued Permit OR Corrections to Comments Date: 1/ 2 !6/ Project Address: 3(p6 S "I S te-4 e Contractor/Contact Name: Cpm Bc>I L j)F e s 14e /Cr ' 67' a it v/ Contact Phone: Email: Description of Proposed Revision/Corrections: Pobb,c, di ia e 2-d4. 143 - (c n , A -0 I IA bis-ch--c- r (v-\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? RNo ❑ Yes (additional s.f.to be added: • Will proposed revision/corrections add additional increase in building value to original submittal? L`JNo ❑*Yes (additional increase in building value:$ ) (Contractor must sign if increase in valuation) *Signature of Contractor/Agent: �,1� (Office Use Only) ' IJ Approved 11 Denied El1 Not Applicable to Department Permit Fee Du• $ v Da Revision/Plan Review Comments De ment Review Required: (il • ////2K Planning_&Zoning Reviewed By Tree Administrator Pub lc Worcs _ Public Utilities l / • g S' l 9 Public Safety Date Fire Services Updated 10/17/18 OFFICE COPY PERMITTED BUILDING DATA DO NOT WRITE BELOW - OFFICE USE ONLY Applicable Codes: 6th Edition (2017) Florida Building Code DEVELOPMENT SIZE: Habitable Space (ft2): 3 .6. S Non-Habitable Space (ft2): l ?5-3 LAND INFORMATION: Zoning District: e S Flood Zone: /` © Minimum FFE: D • BUILDING INFORMATION: Construction Type: V 13 Occupancy Group: Sins -e 44M Number of stories: 2— Max. Max. Occupancy Load: Fire Sprinklers Required: CONDITIONS/COMMENTS: OFFICE COPY jj PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH, FLORIDA (*REQUIRED) *Project Address: 3 66 3-7'1' 6771 EE's , T'�"!,/rtc i$E c(4, f=� �'.P Permit#: 112 -S i? —C2//7 *Owner/Project Name: ILJ7tia5 RES; As required by Florida Statute 553.842 and Florida Administrative Code Rule 9B-72, please provide the information and product approval number(s)for the building components listed below as applicable to the building construction project for the permit number listed above. You should contact your product supplier if you do not know the product approval number for any of the applicable listed products. Information regarding statewide product approval may be obtained at:www.floridabuilding.org. Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# A. EXTERIOR DOORS 1.Swinging JrzL) -0/0/ 1w'44 EL l354/. / 2. Sliding PC r INDusrtr�s 5/rdti 6irt'o1 att 6 iQ'4P1 FL z 1 hq. I 3. Sectional 4YFR NM Dose. Coe,R, lecrtfitt*.r. l�aL. 145SPw, 1=L.I&79$ 4. Garage Roll-Up 5.Automatic 6. Other B.WINDOWS 1.Single hung Felr INIbosrttal rN /436,4 2. Horizontal slider 3. Casement PGT 1/4ousig.i5-5 YYrnlNW rz- 33o . Z 4. Double hung 5. Fixed ( jr'C' INi)Osriztes 1A/tA i DeVVIC FL. O IZ, -5 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 UI- -IUt LUr Category/Subcategory Manufacturer Product Description Limitation of Use ' State# local# C.PANEL WALL 1.Siding 2.Soffits —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 CM/F-145 6ggide7 �er4si Q7F/Mci•,45 M( C11 Fl-/o6 74•/Oh'-1 ) -. 2. Underlayments (Ai/ AI rat f✓b4F,?t A#.�oM# i-l/NAI=w?tApt ''' fa. /4-2 K,./(R''3). 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 • ur1-1Ut UUI Y Category/Subcategory Manufacturer Product Description Limitation of Use State# Local# 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 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 . . • OFFICE COPY 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. g4-rc' *Contractor Name (Print Name): �C /`�lC7 G�L-L✓/ *Contractor Signature: e *Company Name: CEM BOIL i) I C. *Mailing Address: 13 SO 3 &01-1- 17-6 IzO *City: J G c L c ' ✓1' 11 t *State: f--L *Zip Code: 322 2 V *Telephone Number: (1ot' $ — OC) 83 *E-mail Address: C '4'tbvt 1o/prs °' co'pi . /1 e "- Cell Phone Number: Fax Number: Page 4 of 4 Updated 10/17/18 City of Atlantic Beach APPLICATION NUMBER js t Building Department (To be assigned by the Building Department.) ti, r ` � 800 Seminole Road Atlantic Beach, Florida 32233-5445 l J Phone(904)247-5826 • Fax(904)247-5845 9:' E-mail: building-dept@coab.us Date routed: l Q City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM rtment review required Address: � � � - � •(� De�aYes No . ui ding Applicant: C—E, L'1 „Pfnmg &Zonmg Tree Administrator • Project: k.)�,�,v Public Utilit%� public-batety 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. enied. ❑Not applicable (Circle one.) Comments: bee s St'de l,✓c..((l tt/,(( , Heyst� Ce- a s BUILDING le PLANNING &ZONING -egvr/J/+er-i- Reviewed byi Date: y' TREE ADMIN. Second Review: UApproved as revised. Denied. I JNot applicable PUBLIC WORKS Comments: / At-ch �( e >eci PUBLIC UTILITIES f/ , J ( trrvi Cc�i�/t S PUBLIC SAFETY Reviewed by: Date: 7-24-15 FIRE SERVICES Third Review: Approved as revised. Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 **ALL INFORMATION ,s='i'i,4, Revision Request/Correction to Comments HIGHLIGHTED IN s "' City of Atlantic Beach Building Department GRAY IS REQUIRED. i s) ,,i _, 800 Seminole Rd, Atlantic Beach, FL 32233 i Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: I'•E:J i I —' ( t7 ❑ Revision to Issued Permit OR Ila Corrections to Comments Date: 7 - 23 -/I Project Address: 36_ 5 .9"h 5+r, d Contractor/Contact Name: i3v,t II J (✓1 CC r'cA 15 Get (1 Li Contact Phone: qd9 ` S-2c old S3 Email: 6ervl ov1t c er) @ LCJrne,,ck ‘4,e_ t Description of Proposed Revision/Corrections: PV/211'4, /71J I' 5 Z - CIS o R tr,. (-6 C1. (� 70r7 (✓l) ( re e. Per-A L 4 3Ljtid1ne -- -P0s3eS PA.Q.t1VctiiSI - t CC:-E EV0,/1Qo i I Cr-ti.i ' 601 ft fl/' 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: ) • VA11proposed revision/corrections add additional increase in building value to original submittal? CJ No ❑*Yes (additional increase in building value: $ ) (Contractor must sign if increase in valuation) *Signature of Contractor/Agent: (Office Use Only) L Approved Denied ❑ Not Applicable to Department Permit Fee Due$ Revision/Plan Review Commentseelia c tf, /- `'SCh c eil'1- ,�j�'a eci--;"&o ts nt Review Required: Building._ �Piam ig&Zoning Reviewed By Tree Administrator u Ic Works---, �J • Utilities ! --.). C.— c,( I Public Safety Date Fire Services Updated 10/17/18 ., ,-jI ' ' ''� �S� CITY OF ATLANTIC BEACH c) 800 SEMINOLE ROAD =" ATLANTIC BEACH, FL 32233 (904) 247-5800 \Jfi l 9'' ZONING REVIEW COMMENTS Date: 4/24/2019 Permit#: RES19-0117 Site Address: 366 5TH ST Review Status: DENIED RE#: 169847 0000 Applicant: CEM Builders, Inc. Property Owner: CHILDERS BEACH LIFE LLC Email: Email: Phone: Phone: 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: Wall Plate Height: Per Section 24-172, "For single-family and two-family dwellings, the maximum height to the top horizontal framing member of a wall from the first floor finished floor elevation shall not exceed twenty- two (22) feet". Please revise accordingly. see 5If t i Mechanical Equipment: Please show the location of any proposed mechanical equipment. Note that Section 24-83(c) prohibits A/C and other mechanical equipment within the 5 foot side yard setback when adjacent to the living area of the neighboring property. SPe 5h e 't - Height: Section 24-17 requires height to be measured from grade to the highest point of a buildings roof E 2.'"1 structure or parapet and any attachments thereto, exclusive of chimneys. Please show the overall height from grade on plans. .1:5t-'t, n ,. ., v Setbacks: Please provide the front, side, and rear setback measurements from property lines to the building. Ser 5 lie Plc V► Side Walls Length: Section 24-172(c)(1) requires that second floor side walls be no longer than 35 feet in V length without a horizontal offset of at least 4 feet or an architectural detail such as a balcony or bay window. A second floor side wall exceeds 35 feet in length. Please revise plans accordingly. she ti A--/ A-2- / v'l ot. - rlot. L L-ev0,4-cc✓-1S Tree Removal: Section 23-21 requires a Tree Removal Permit for any trees 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. PNS✓►-, I ✓pet)cctt1 '� vT -7--(--(.? ri-cf or. 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. Zoning 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 INFORMATION •c.1.,1-Air HIGHLIGHTED IN . � =' City of Atlantic Beach Building Department GRAY IS REQUIRED. n "air 800 Seminole Rd, Atlantic Beach, FL 32233 ,rit Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: ',Q /q�e5 / ( 'a<<7 Revision to Issued Permit OR Corrections to Comments Date: /1"'22 - 11 Project Address: 3(e6 S "1 5 t'f-A e t' Contractor/Contact Name: CFA ROI L f)F es vie , Crok.i 1 &la( (vl Contact Phone: Email: J Description of Proposed Revision/Corrections: ethh'C. d& .4---S ---c dQ 61E Am ('is - Ar( c A -D t (A t -P4- --- I Lao a s,,-L (�f'\affirm the revision/correction to comments is inclusive of the proposed changes. 0 (printed name) • Will proposed revision/corrections add additional square footage to original submittal? PNo ❑ Yes (additional s.f.to be added: ) • Will�proposed revision/corrections add additional increase in building value to original submittal? L`1No ❑*Yes (additional increase in building value:$ ) (Contractor must sign if increase in valuation) *Signature of Contractor/Agent: (Office Use Only) pproved ❑ Denied ❑ Not Applicable to Department Permit Fee Due$ Revision/Plan Review Comments De tment Review Required: ung t! g------- ,r --_______ (-----Planning_&Zoning Reviewed By Tree Administrator Pub is Wor<s A / 1 -� _ Public Utilities I Public Safety Date Fire Services Updated 10/17/18 A N ,ter ' `r� CITY OF ATLANTIC BEACH C F. R t j 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 (904) 247-5800 •ham` ZONING REVIEW COMMENTS Date: 7/26/2019 Permit#: RES19-0117 Site Address: 366 5TH ST Review Status: DENIED RE#: 169847 0000 Applicant: CEM Builders, Inc. Property Owner: CHILDERS BEACH LIFE LLC Email: Email: Phone: Phone: 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: Mechanical Equipment: Please either make a note that the proposed A/C equipment is adjacent to the neighbor's equipment or show that the proposed A/C equipment is at least 5 feet from the property line. Otherwise, please move the A/C equipment accordingly. Setbacks: Please show the exact setbacks from the house to the property lines on the site plan as this is necessary in reviewing the projections (see below comment). Side Yard Projections: Section 24-83(b) limits projections into the side yard setbacks to 24 inches, which includes the proposed "bump outs" and roof overhangs. In other words, no part of the proposed bump-outs and roof overhangs can go into the side yard setback more than 2 feet/24 inches. Please reduce the roof overhang over the 2 foot bump outs to meet this requirement. 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. r1y%)., City of Atlantic Beach "�1„° , APPLICATION NUMBER .Y ,,s Building Department (To be assigned by the Building Department.) ,,;e i 800 Seminole Road Q�1� ` 7/_ '-/ �' Atlantic Beach, Florida 32233-5445 9 2019 '� i\E 5 L 9 r 0 i � 1 Phone(904)247-5826 • Fax(904)247-5845 41,-r1Si gr E-mail: building-dept@coab.us Date routed: 44=1,__E41t City web-site: http://www.coab.us Pre 0t-2T' rper BD APPLICATION REVIEW AND TRACKING FORM Property Address: ,T) J S_(. Department_ review required Yes No .IBuildina Applicant: _ C\A LThOi L ,� ZPl ____ &Zoning Tree Administrator Project: ��C-tti �,� � L flE ,- Q_E u IiP`�c- V-o-R- . u lic Utilities . 4 Public-Safe-lir 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. Lienied. ❑Not applicable (Circle one.) Comments: BUILDING DAN$400 lav-,,e, -10 LacsW Cilo. PLANNING &ZONING J / Reviewed by: i/6_ _, Date: TREE ADMIN. Second Review: Approved as revised. • Denied. ❑Not applicable • PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETYReviewed b • Date: 019v/r �'/� FIRE SERVICES Third Review: Approved as revised. ❑Denied. Not applicable r Comments: • Reviewed b } /0��‘‘.„7-L.---a. Date' Revised 05/19/2017 r^ rir• -Ir/i, CITY OF ATLANTIC BEACH JS �t'', Department of Public Works s1200 Sandpiper Lane f -,, U - Atlantic Beach, FL 32233 r%ort )'r (904) 247-5834 PUBLIC WORKS PLAN REVIEW COMMENTS Date: 4/26/19 Applicant: CEM Builders, Inc. Permit #: RES19-0117 Email: cembuilders@comcast.net Review Status: DENIED Property Owner: Childers Beach Life, LLC Site Address: 366 5' Street Email: Not Provided THIS PLAN REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS Correction Items must be submitted to the Building Department at 800 Seminole Road. Submittals that respond to only one or a few correction items will not be accepted. Revisions may not be submitted until ALL departments have completed their respective reviews. Revisions must be submitted to the Building Department and must respond to EACH department review. PUBLIC WORKS CORRECTION ITEMS: • A Revocable Encroachment Agreement must be submitted. • Provide manufacturer cut sheets for 50% credit on Turf Block pavers. • Maximum driveway width within the City right-of-way is 20'. • Concrete sidewalk must continue through driveway. • Provide a detailed plan of driveway in City right-of-way. PUBLIC WORKS CONDITIONS OF APPROVAL: (The following comments will be printed on your permit as Conditions of Approval) • 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. • All runoff must remain on-site during construction. • 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. • 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. • Full right-of-way restoration, including sod, is required. • All runoff must remain on-site. Cannot raise elevation. • Maximum driveway width within the City right-of-way is 20'. • Must provide a topographic (TOPO) survey with water retention for final C.O. Inspection. Scott Williams, Public Works Director swilliams@coab.us / 904-247-5834 Page 1 of 2 O:\Public Works\ADMIN\PLAN REVIEW COMMENTS\RES19-0117(CEM).docx 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. Page 2 of 2 O:\Public Works\ADMIN\PLAN REVIEW COMMENTS\RES19-0117(CEM).docx ,366 r� 1s�n��f ai /9- Y/7 /./'ex--("c kzsC '4X3y7 z /y / / . .0 %/1 ozry t- I PI . , '4r C r 1 0 117 A4V nom,,, fif,v q�l� aaX/Z 479r bb . J$4,e /WOO h4o9- pro x 7",rec kieJees 224 fe Vie /ob .te = Grp feld 69 zY,,3 Otlart7 z 7 �ia �s y e �S P4,1 Comp. By: S/W Date: 4/26/2019 rj3 )? Public Works Department City of Atlantic Beach Permit No: RES 19-0117 Address: 366 5th 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 (ft) (ft2) "C" Wtd"C" Impervious 2,480 7,500 1.00 0.33 Pervious 5,020 7,500 0.20 0.13 Runoff Coefficient(C)= 0.46 Runoff Volume V= 0.46 x 7,500 x 9.3 I 12 V= 2,700 ft3 Postdevelopment Runoff Volume: Lot Area(A) = 7,500 ft2 Runoff Coefficient Area Lot Area Description (ft) (ft2) "C" Wtd "C" Impervious 3,749 7,500 1.00 0.50 %ISA = 50.0% Pervious 3,751 7,500 0.20 0.10 Runoff Coefficient(C)= 0.60 Runoff Volume V= 0.60 x 7,500 x 9.3 / 12 V= 3,487 ft3 Required Storage Volume DV= Postdevelopment Runoff Volume- Predevelopment Runoff Volume DV= 3,487 - 2,700 DV= 787 ft3 Retention MASTER WATER RETENTION 4/26/2019 o Comp. By: S/W Date: 4/26/2019 Public Works Department City of Atlantic Beach Permit No: RES 19-0117 Address: 366 5th Street Provided Storage: Elevation Area Storage (ft) (ft2) (ft3) 7.0 72 0 BOTTOM size 72 X 1 7.5 380 113 TOB size 76 X 5 Elevation Area Storage (ft) (ft) (ft3) 7.0 72 0 BOTTOM 72 X 1 7.5 380 113 TOB 76 X 5 Elevation Area Storage (ft) (ft) (ft3) 0.0 0 0 BOTTOM 0.0 0 0 TOB Inground storage=A*d*pf A=Area= 760.0 d=depth to ESHWT= 3.0 pf=pore factor= 0.3 Inground Storage= 684.0 ft3 Required Treatment Volume= 787 ft3 Supplied Treatment Volume= 797 ft3 Retention MASTER WATER RETENTION 4/26/2019 Revision Request/Correction to Comments **ALL INFORMATION L �.J fi HIGHLIGHTED IN ,L7 !'` City of Atlantic Beach Building Department GRAY IS REQUIRED. 800 Seminole Rd, Atlantic Beach, FL 32233 T '�` Phone: (904) 247-5826 Email: Buildin -Det coab.us PERMIT#: I•<�J i ` 1 -4 i ' a@ Revision to Issued Permit OR ',I Corrections to Comments Date: 7 - 2 ? -/ Project Address: 364 5- h S f r-r t f Contractor/Contact Name: C.._/t F -t-; ��v'1 /i i (✓iC /CrctijContact Phone: id ` 5 2S - deg3 Email: Ce ✓U( I e(') (c� Lcv-yiCPiS/- . %r_c- I- Description of Proposed Revision/Corrections: R./)2i c.v ,;' ''( Z ---S�7s 0 1,, C ( zo/iIKi- — Tree . Pe_r tc4 k.. t Id 1 r — Tp uss e.S r ctt1uc±S ' - ECC--ES EV 0,/lue..4t-,.... I C..--e&j I) 6 ct (L vy 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: ) • Wi 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 liZnied ❑ Not Applicable to Department Permit Fee Due$ Revision/Plan Review Comments lee ,Ø :j; 2/ ! e ` A ()loins. dao lo►+(92-I-0 L0tst4i tkt epactmejat,Review Required: —) Buildin F �� . -j5 nning&Zoning � vviewed By Tree Administrator CEI lic'� Works ,' E -Ru.fic_Utilities �� JUL 25 Public Safety ang U di-ifq Fire ServicesY, Updated 10/17/18 5 � 1 CITY OF ATLANTIC BEACH D \t-',:s Department of Public Works r' s� 1200 Sandpiper Lane v~ Atlantic Beach, FL 32233 "�J;3 �`' (904) 247-5834 PUBLIC WORKS REVISION PLAN REVIEW COMMENTS Date: 8/20/19 Applicant: CEM Builders, Inc. Permit #: RES19-0117 Email: cembuilders@comcast.net Review Status: DENIED Property Owner: Childers Beach Life, LLC Site Address: 366 5th Street Email: Not Provided THIS REVISION PLAN REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS Correction Items must be submitted to the Building Department at 800 Seminole Road. Submittals that respond to only one or a few correction items will not be accepted. Revisions may not be submitted until ALL departments have completed their respective reviews. Revisions must be submitted to the Building Department and must respond to EACH department review. PUBLIC WORKS CORRECTION ITEMS: • Water retention must be at least 10 feet from home, per Section R401.3 Drainage: Surface drainage shall be diverted to a storm sewer conveyance or other approved point of collection that does not create a hazard. Lots shall be graded to drain surface water away from foundation walls. The grade shall fall a minimum of 6 inches (152 mm) within the first 10 feet (3048 mm). Exception: Where lot lines, walls, slopes or other physical barriers prohibit 6 inches (152 mm) of fall within 10 feet (3048 mm), drains or swales shall be constructed to ensure drainage away from the structure. Impervious surfaces within 10 feet (3048) of the building foundation shall be sloped a minimum of 2 percent away from the building. • House must be guttered. • Provide actual material being used for pool deck and driveway for the 50% credit. • Provide a detailed plan of driveway in City right-of-way sidewalk going through driveway. • Provide plans that show detail of AC pad. PUBLIC WORKS CONDITIONS OF APPROVAL: (The following comments will be printed on your permit as Conditions of Approval) • 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. • All runoff must remain on-site during construction. • 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. Page 1 of 2 O:\Public Works\ADMIN\PLAN REVIEW COMMENTS\RES19-0117(CEM-Revision).docx ti h • 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. • Full right-of-way restoration, including sod, is required. • All runoff must remain on-site. Cannot raise elevation. • Maximum driveway width within the City right-of-way is 20'. • Must provide a topographic (TOPO) survey with water retention for final C.O. Inspection. Scott Williams, Public Works Director swilliams@coab.us/ 904-247-5834 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. Page 2 of 2 0:\Public Works\ADMIN\PLAN REVIEW COMMENTS\RE519-0117(CEM-Revision).docx �lir 16 r c4/ " 11/7 ,der d /of fie-v 47,4-2-e "-JO"- 3, te r �{ oieet ?� it peo A A 60#44)c „1. _ e e 1/7--e eic oeyta. / i'f"V V� acv& f• ,(� 4:4 9 17 • R401.3 Drainage. Surface drainage shall be diverted to a storm sewer conveyance or other approved point of collection that does not create a hazard. Lots shall be graded to drain surface water away from foundation walls. The grade shall fall a minimum of 6 inches (152 mm)within the first 10 feet (3048 mm). Exception: Where lot lines, walls, slopes or other physical barriers prohibit 6 inches (152 mm) of fall within 10 feet (3048 mm), drains or swales shall be constructed to ensure drainage away from the structure. Impervious surfaces within 10 feet (3048 mm) of the building foundation shall be sloped a minimum of 2 percent away from the building. I l J6,6 11-1-17f4 ----- -- -- --- /co -Kea r�--fix (3 ;. r' � q9/11 - - xr .s< 217 fi�r� l310� i4 ;‘ g .45 iFy SF' z z37 �?/z Per NiQfl/064. --- -- Sim pmalki . ._ /S'X 10 ' .Z azo X7741 --- �. S REVOCABLE ENCROACHMENT AGREEMENT ms's r . **ALL INFORMATION a\ City of Atlantic Beach HIGHLIGHTED IN GRAY 800 Seminole Road,Atlantic Beach, FL 32233 IS REQUIRED. REVOCABLE ENCROACHMENT AGREEMENT by the City of Atlantic Beach, Florida, a municipal corporation organized and existing under the laws of the State of Florida, hereinafter referred to as"CITY" and Childers beach Life LLC of Atlantic Beach, Florida, hereinafter referred to as"USER". WITNESSETH: That the CITY does hereby grant the USER permission on a revocable basis as described herein the right to enter upon the property for the purpose as described in the City of Atlantic Beach. This work is generally described as New Construction of Single Family Home/Dem of a SFR at 366 5th Street,Atlantic Beach Any facility maintained, repaired, erected, and/or installed in the exercise of the privilege granted remains subject to relocation or removal on thirty(30)days' notice by CITY to USER,said notice to USER shall be given by certified mail,return receipt requested,to the following address 376 4th street Atlantic Beach, Fl.32233 • In the event it is necessary for the CITY or the City's approved representative or other franchised utility to enter upon the above described easement or property of the CITY, the USER shall replace at the USER's sole expense, any and all material necessarily displaced during the action of maintaining, repairing, operating, replacing or adding to of the utilities and facilities of the CITY or franchise utility provider. • The facilities allowed by the permit shall meet the current requirements of the City Code, Building Codes, Land Development Code and all other land use and code requirements of the CITY, including City Code Section 19-7(h) which states "Driveways that cross sidewalks: City sidewalks may not be replaced with other materials, but must be replaced with smooth concrete left natural in color so that it matches the existing and adjoining sidewalks." • The USER, prior to making any changes from the approved plans and/or method, must obtain written approval from the City of Atlantic Beach Public Works Department, for said change within 30 days after the day of completion. • This permit shall inure to the benefit of, and be binding upon, the USER and their respective successors and assigns. • USER shall meet the terms and conditions of this permit and to all of the applicable State and CITY laws and/or specifications, to include utilities locate requirements and use limitations/requirements of easements, public right-of-ways and other public land. USER further agrees that the CITY and its officers and employees shall be saved harmless by the USER from any of the work herein under the terms of this permit and that all of said liabilities are hereby assumed by the USER. I Date 7/Z. -// ro. •rty Owner/Agent (signed in presence of Notary Public) STATE OF FLORIDA, COUNTY OF DUVAL The foregoing instrument was acknowledged this2 day of as1%, , 20 IR by CAA. lie 1141 ) s , who personally appeared before me and (printed name of Signer) acknowledged that he/sh- signed the instrument voluntarily for the purpose expressed in it. ��p'' JONATHAN NANNING ./�`— =R Notary Public-State of Florida ��►� 1 ; Al` I Department Approval: • Commission A GG 147396 Sig'. . e • Pub ' ate of Florida , • ,J 7/ My Comm.Expires Oct 1,2021 • Bonded through National Notary Assn. / U [.personally Known -A"-/d��/ [ 1 Produced Identification (Type) Scott Williams, Pu lic Works Director H:\Applications&Forms\Word Documents\20180831 Revocable Encroachment Agreement.docx Revision Date:8/31/18 /�✓ -/ 4 ,, Revision Request/Correction to Comments **ALL INFORMATION rt''"vir4,- rCity of Atlantic Beach Building Department GRAY IS REQUIRED. 800 Seminole Rd, Atlantic Beach, FL 32233 HIGHLIGHTED IN ,QQ r _0111,,, Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT '1C'5 /` -0117 ❑ Revision to Issued Permit OR Corrections to Comments Date: //'72 —/6/ Project Address: 3696 s "' 5 t('.& a 'f' + / Contractor/Contact Name: Cell Bu 1 L p E e s 14C . C�roll 1 th 1 of Contact Phone: Email: J Description of Proposed Revision/Corrections: eh/,'c, defi-s —a--.--( d --,,,,,i4-6,1e_ ZooI; 3 - Ae_Y (cin , A _G , RI WA, L.0✓t c I sety-c_ ---Ar 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? QNo ❑ Yes (additional s.f.to be added: ) • Will proposed revision/corrections add additional increase in building value to original submittal? l to ❑*Yes (additional increase in building value: $ ) (Contractor must sign if increase in valuation) *Signature of Contractor/Agent: (Office Use Only) 1Approved ❑ Denied ❑ Not Applicable to Department Permit Fee Due$ Revision/Plan Review Comments P I0W1s -Fto lodge. -'0 Lgsw.c k e, .. ,- De.. ment Review Required: _ wild' °1 n i i Y.,:5,,r2 eB Planning_&Zo ng _ NOV 2 1�ll11 Tree Administrator 5 2�IJ � a (__ PubllcWores / Public Utilities --- --_ Public Safety � Date '� Fire Services Updated 10/17/18 "irk__1",..0404-- /W /7±._-___017 L.01' ILP__4(.„ 0' 1 coo r Hie 91 3( .19,,Ef 0.41/1 . 40,,eAdlk / ( 5CJXz z /, - 24/ flig ) Net4 qfyJ _ ru ') e 20;/? (66,,2 . /cfo Ad ,,,i / , ...). i 4 , - pyo *o_Fiket7 ,iiK,r / -;1117fil hrY /f 411X1I . ;7'i ,2 .3- y4 W. 1 I IOW 6 /02 --f /7 1 `1 r J , . , Comp. By: Date: 11/19/2019 Aar Public Works Department City of Atlantic Beach Permit No: RES 19-0117 Address: 366 5th 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) (ft) "C" Wtd "C" Impervious 2,480 7,500 1.00 0.33 Pervious 5,020 7,500 0.20 0.13 Runoff Coefficient(C) = 0.46 Runoff Volume V = 0.46 x 7,500 x 9.3 / 12 V= 2,700 ft3 Postdevelopment Runoff Volume: Lot Area (A) = 7,500 ft2 Runoff Coefficient Area Lot Area Description (ft) (ft2) "C" Wtd "C" Impervious 7,500 1.00 0.50 %ISA = 50.0% Pervious 3,751 7,500 0.20 0.10 Runoff Coefficient(C) = 0.60 Runoff Volume V= 0.60 x 7,500 x 9.3 / 12 V= 3,487 ft3 Required Storage Volume DV= Postdevelopment Runoff Volume- Predevelopment Runoff Volume DV= 3,487 - 2,700 DV= 787 ft3 Retention 5th Street 366 11/19/2019 f F,,, Comp. By: S/W ' Date: 11/19/2019 Public Works Department City of Atlantic Beach Permit No: RES 19-0117 Address: 366 5th Street Provided Storage: Elevation Area Storage (ft) (ft2) (ft3) 7.0 328 0 BOTTOM size 41 X 8 7.5 540 217 TOB size 45 X 11 Elevation Area Storage (ft) (ft2) (ft3) 7.0 36 0 BOTTOM 6 X 6 7.5 100 34 TOB 10 X 10 Elevation Area Storage (ft) (ft) (ft3) 0.0 0 0 BOTTOM 0.0 0 0 TOB Inground storage=A*d*pf A=Area= 640.0 d=depth to ESHWT= 4.0 pf=pore factor= 0.3 Inground Storage= 768.0 ft3 Required Treatment Volume= 787 ft3 Supplied Treatment Volume= 985 ft3 Retention 5th Street 366 11/19/2019 TREMRON r WE M AJIL IT_ EASY SPECIfiCATIONS FOR CONCRETE TURFBLOCK 2014 1 TREMRON PART 1 - GENERAL 1.1 Conformity - Conform to the requirements of the general conditions of the Contract. 1.2 Related Work in Other Sections of These Specifications. A. Preparation of the sub-base. B. Supply and place base course materials. C. Grass seeding and installation of topsoil in Turfblock. 1.3 Work Included. A. Supply and place sand bedding course. B. Supply and install interlocking concrete Turfblock in quantity, shape, thickness, and color as specified. C. Supply and place all accessory items as required by the contract. 1.4 Product Handling. A. Turfblock shall be delivered and unloaded at jobsite with or without pallets and bound in such a manner that no damage occurs to the product during handling, hauling, and unloading. PART 2 - MATERIALS 2.1 Interlocking Concrete Turfblock. A. Turfblock shall be manufactured by: 2885 St.Clair Street 11321 NW 112th Court 3144 Highway 17 NE Jacksonville,FL 32254 Medley,FL 33178 Arcadia,FL 34266 866.358.5900 or 800.567.1480 or 877.490.0990 or 904.359.5900 305.825.9000 863.491.0990 Fax 904.359.5901 Fax 305.823.6614 Fax 863.491.8990 B. Turfblock thickness shall be 3-1/8" (80mm) C. Turfblock color shall be Grey D. Turf block shall be 23-5/8" x 15-3/4" with void area comprising 40% of total unit surface. 2.1.1 Cementitious Materials. Portland cements shall comform to ASTM Specifications C-150. 2 TREMRON 2.1.2 Aggregates. Aggregates shall conform to ASTM Specifications C-33 for Normal Weight Concrete Aggre- gate (no expand shale or lightweight aggregates) except that grading requirements shall nec- essarily apply. 2.1.3 Other Constitutes. Coloring pigments, air-intraining agents, integral water repellents, finely ground silica, etc. shall conform to ASTM standards where applicable, or shall be previously established as suit- able for use in concrete. 2.1.4 Physical Requirements. A. Compressive Strength -At the time of delivery to the work site, the average compressive strength shall not be less than 5,200 psi, with no individual unit strength less than 4,680 psi, with testing procedures in accordance with ASTM Standard C-140. B. Absorption - The average shall not be greater than five percent (5%) with no individual unit absorption greater than seven percent (7%). C. Proven Field Performance - Satisfying field performance indicated when units similar in composition and made with the same manufacturing equipment as those to be supplied to the purchaser, do not exhibit objectionable deterioration after at least one (1) year. 2.1.5 Visual inspection. A. All units shall be sound and free of defects that would interfere with the proper placing of units or impair the strength or performance of the construction. Minor cracks incidental to the usual methods of manufacture, or minor chipping resulting from customary methods of handling in shipment and delivery, shall not be deemed grounds for rejection. 2.1.6 Sampling and Testing. A. The purchaser or his authorized representative shall be accorded proper facilities to inspect and sample the units at the place of manufacture from lots ready for delivery or random samples taken from each delivery at the jobsite. B. Sample and test units in accordance with ASTM Method C-140. 2.1.7 Rejection. A. In case the shipment fails to conform to the specified requirements, the manufacturer may sort it, and new test units shall be selected at random by the purchaser from the retained lot and tested at the expense of the manufacturer. In case the second set of test units fails to conform to the specified requirements, the entire lot shall be rejected. 3 TREMRON 2.1.8 Expenses of Tests. A. The expense of inspection and testing shall be borne by the purchaser unless otherwise agreed. 2.2 Sand Bedding Course. A. The sand bedding course shall be a well-graded, clean washed, sharp sand with 100% passing a 3/8" sieve size and a maximum 3% passing a No. 200 sieve size. This is commonly known as manufactured concrete sand, concrete screenings, or similar. DO NOT USE MASON SAND. The sand bedding course should be the responsibility of the Turfblock installer. 2.3 Edge Restraint. A. All edges of the installed Turfblock pavement shall be restrained. The type of edge restraint shall be approved at locations as noted on plans. 2.3.1 This edge restraint can be: A. Curb (precast) B. Buildings C. Concrete curb or sidewalk (cast-in-place) D. Pressure treated timber E. Other suitable method of preventing movement of edge stones. PART 3 - EXECUTION 3.1 Examination. A. The Tufblock installer/contractor must have related experience in the installation of concrete block. B. A suitable base must be prepared in detail in other sections of the project specifications. C. The base course shall be shaped to grade and cross section with an allowable tolerance of (5mm). D. The prepared base shall be 3-7/8" (100mm) below final grade for the 3-1/8" (80mm) Turfblock. 3.2 Construction of the Sand Bedding Course. A. The prepared base shall be approved before the placement of the sand bedding course. B. The uncompacted sand bedding course shall be spread evenly over the area to be paved and then screeded level to depth of 1 to 1-1/2" (25-38mm). Normally, it is good practice to have a final elevation of Turfblock slightly higher than the adjacent curbs, gutters, or other paving to allow for any minor settling that may occur within the base. C. Once screeded and leveled to the desired elevation, this sand bedding course shall not be disturbed in any way. 4 TREMRON 3.3 Laying of Concrete Turfblock. A. The Turfblock shall be laid in the approved pattern as noted or shown on the drawings. Common laying patterns are Herringbone*, Runner Bond, Parquct, etc. (*Herringbone pattern is recommended for vehicular traffic.) B. The Turfblock shall be laid in such a manner that the desired pattern is maintained and the joints between the stones are as tight as possible. C. String lines should be used to hold pattern lines true. D. The gaps at the edge of the paver surface shall be filled with standard Turfblock cut to fit. Cutting shall be accomplished to leave a clean edge using a masonry saw. Whenever possible, no cuts should result with a Turfblock less than 1/3 of the original dimensions. E. Aperture of Turfblock shall be filled with designated topsoil, seeded and maintained as per specifications. F. No traffic shall be allowed on the Turfblock until the effects of the grass and moisture have stabilized the topsoil in the apertures. G. Upon completion of work covered in the Section, the Contractor shall clean up all work areas by removing debris, surplus material and equipment from the site. 5 PERMEABLE PAVERS • . 4X8 PERMEABLE •.'WATER RUNOFF 4.,", W Dimensions: •f Q W Thickness a t'9'Ii.Cnln� ce Lenlron's Green Collection offer aesthetic beauty,and engineered quality,while positively contributing to the surrounding environment.These sF Per can« 3:"3:01 2.a specially designed pavers will reduce or eliminate storm water run-off and decrease flooding,while returning rainwater into the natural water table. cube weigm: 3;300 In,. 4 m In addition.Permeable Pavers alsoprovide a sturdy — �T� ~- x paved surface for vehicular and foot traffic In parking areas,low volume roadways,driveways. Permeemuey: n a<, _ .1- patios, patios,and walkways. Environmental Benefits of Permeable Pavers - • Surface Water Management Storm water drains back into native soil,recharging groundwater supplies and AQUA PAVER i --� Dr reducingstorm water run-off. Dimensions: 9 7/S-x, ` W • Reduce Landscape Irrigation Demand Thickness 3 vfi-laomm) i Q Recharges groundwater supplies --- u SF per Cube: 92 a Q • Minimize Local Heat Island Effects - Cube Weight: 2925:bs \' O Permeable pavers are available in colors that have high SRI values which in AQUA PAVERS -- Q turn help reduce Heat Island Effect P•rm•aeilltY: Bax ----" --- -- The benefls.of Permeable Pavers are well documented,and their use by designers is encouraged.The United States Green Building Council(USGBC)recognizes Permeable Pavers es a Best Management Practice(BMP)to control quality and quantity of Stormwater Runoff.The USGBC Leadership In Energy and Environmental ---------- - - ----- - --- - - - ---- Design(LEED•)Green Building Rating System provides a variety of credits for projects that incorporate Permeable Paver Systems. _ SF RIMA TURF BLOCK INSTALLATION •'- - " Dknenalons. s-rs Compacted SdiMPWlmeier Permeable Concrete Pavers Thlcknas• I'8 NOT mil II well No.Sage B Stone In 901ms - Turf Block Permeable Paver SF per Cube: 99 b r � y LL / 2•rmeMMI TM1Wr ASTMver BBeetllny Stone - Sod Plugs or Gress Seed Mln 6'(150 MMI tMck Compelled Cube Weight. 2900 lbs Ir•rI N Topsoil In OperKngs No.SJ a ea 6tbm I (J Topsoil n5 MMI BNwv Surras SON with Vegeietlw Ower rmeability /Si,-'09. U / 1--f.5'pS W MMI seaaca Send ®�®di MEM�111 MY�i 4IMRdee Concrete Edge _ ' tt it _ ..--.•_ — ------ -_ / Compacted Aggregate Bose k;,741 / { • �i. _ Mdner a Adhere Perces to Top oLf 11 IIi. 11 � II =11�1 •yn _L il IILIIII I II—I I III,I EIIIIIIII:I MlnrsWM TU F BLOCK 1a GB;Matlle as Required Dimensions: 23-5/a•KIS-3i4' • ti�IJ • J Tum he et Sidesss. Uncombeded Native su l subgrede - SP 0 II .I t rel-IM1}7.141M-1= Opsonel Geote the yer Design Engineer • Thickness / 3-Ire'reomml O • SF per Cup: 94 _ • m Compacted Subgred• LL •DESK..MATERIAL a CONSTRUCTION GVIDEUNES TO FOLLOW ICN SPECIFICATIONS � /\ x PAVER SURFACES SLOP MAK IR.SOIL SW BRADS SLOPE M.O Ogg • ' Cube weight 220010s i I .s •BASE THICKNESS VARIES orTHTRAFFIC.CLIMATE AND SUBBRADE •TRICKER BASE AND/OR DRAW P PES MAV BB REWIRED w PATO RECEIVES RUNOFF FROM i - J /�\. \� ./ F CKNFss FOR RESIDENTIAL OmVFWAvs ADJACENT IMPERVIOUS SURFACES OR ROOFS Peelneebgity. 40% j / \ /•6'MINIMUM BASE THI ' OW •R•MINIMUM BASE THICKNESS FnR rMEL ANTS A PARKING LOIS SHOULD BE LEVEL WITH CONCRETE PAVER FIWTPAVEas ON TOP IN SUCH USES,CLAMS ` FIELD n., ..e edl•nneue ay 'SSKI __-- _--_a --"-- FII Openings weM1 Ng.BSlone - ____ DIIOpen Ingawd,NoS.B9er9Slone STANDARD CO S SPECIAL ORDER COLORS Permeable Concrete Pewrs Pameab a Tonere.Pavers Curio/Edge Curb/Edge Resiment wCut-Outs For Overflow Fa owNeve ICwb Shown/ Oversew Dre nage(Cum Shawn) Reeding Lame I SK 2'IAO 5O kw)Tbice/ K 1 If_EIIFI fir.. No BStene - 11=111111 �l14.:al€ 4'nogMMI,hkkN.sTReneOPen- �MINMSEI ILEI�EI NMlaIIN�MIPl Gr.denaare 6' 1111=I I Mm fi IISO MMI Thick No 2 Stone A,v,f II 1 1 Betldno Course l.5,H0-50 WI Thick t ,7 x" a n', F((s{{�� 4Pd; D° 8° $ ._ rJp.aspne f'rylt aP rn• 8 'rte 11111 1 webs.. .L ^a'` 5y 11 -Il I 7 • • II- Pertm, dPpe.Snared.Doped to AUTUMN BLEND CAPPUCCINO HERITAGE. ..• • per• • Ej1 4�1•T• •. _ - - CHARCOAL GRANITE �'ill:, • •• Q%••• � •• 4•n00 MMITMdr Na ST Stone 1••►•e� O �Y��j•.•,—,-.4 E Ac<umu.tee water 1.-g- ••,4••81 •W-"•'••a •• Dper.Gredod ease *:- X00 - • ••••R�.,� ea e m . es etsubbast. r a BryonCurleVenxemwbgr,dv pc.Deuyn EIE3IL-- • III II-IIJII=III En nee, >� ILL IL=IIBIE�IBIsk\N mum-anal! 011AIIACII t- - il: ll-ilE111F roe Parloreled oma noes Dwedm \ —opDan.Gea(eKUM on eonom f IIHIIIK IkIIHI i1�=11 �,q " yyaggq,,,�yt��[^^, \ Rom Sower or wean r� ' SMI SuOgatle So Sobers&Mmes,.Pen lip IM ,y"1 Y `w�a,; •No.a STONE SUBBASE THICKNESS EAMES BE DESIGN(CONSULT(CPI SPECIFICATIONS) t NO 2 STONE SUBBASE THICKNESS VARIES BY DESIGN(CONSULT ICN SPECIFICATIONS) NATURAL GREY OLD CHICAGO SAND DUNE SIERRA •NO.2 STONE MAY BE SUBSTITUTED WITH NO.3 OR NO STONE lell*: 4X8 PERMEABLE �. � PERMEABLE PAVERS ■ ■ J. Dlmenslonz: 4'>H' ...-. MANAGE 5: '.'WATER RUNOFF W 3. Thlcknesa i r/A'(crc . .;,,...2 III IX Tremron's Green Collection offer aesthetic beauty,and engineered quality,while positively contributing to the surrounding environment.These sF per cube: Pb Ct. specially designed pavers will reduce or eliminate storm water run-off and decrease flooding,while returning rainwater into the natural water table. cube Weight: 3300•b5 co co In addition,Permeable Pavers also provide a sturdy paved surface for vehicular and foot traffic In parking areas,low volume roadways,driveways, Permeability: 9E% SI' patios,and walkways. Environmental Benefits of Permeable Pavers - --- - --- T • Surface Water Management Storm water drains back into native soil,recharging groundwater supplies and AQUA PAVER reducing storm water run-off Dimensions: 9-7re'5s_ _—^ Y'\\ EC • Reduce Landscape Irrigation Demand Thickness 3-1/8'(80mm) UJ RechargesgroundwateralHeat supplies Cube sigh 8 8?: I �1 `"N•cv. , < 9 PP i, • Minimize Local Heat Island Effects Cuba Weight 2925 tm I �' p Permeable pavers are available in colors that have high SRI values which In Aaw PAVERS 6 turn help reduce Heat Island Effect y The benefits of Permeable Pavers are well documented,and their use by designers is encouraged.The United States Green Building Council(USGBC)recognizes Permeable Pavers as a Best Management Practice(BMP)to control quality and quantity of Stormwater Runoff.The USGBC Leadership In Energy and Environmental - --- ----- - -- ------ `- Design(LEEDt)Green Building Rating System provides a variety of credits for projects that incorporate Permeable Paver Systems. r SF RIMA - '71 T Dimensions. 8'x8' I I Compacted so at Perlmelel Permeabe Concrete Pavers Thlcknesa l/5'18C, nn f"� '� tats No.88g ors Stoners Jncu Yf SF Cube' .9 i 1 7. Turf Block Permeable Paver q'(Sp MMI Thick ASTM Na.BBatldnq Slone per N. /// Sod Plugs or Gress Seed Min 6'05oaMI usn Damwcltl Cube Weight 23,30 II. --- a- I Tapsoihn Openings Sell with vegetative Cover Fl1105'(13 MMI Below Surface N°57 Base StofW Permeability: /5'.,•Oti { ... 1 e, I'-15'(25<O MMI Bedding Sand ®�� (-1 i M.S.Wider)Concrete Etlge ill PEGMII [y JJJ Monet or Adhere Pavers to Tap CamPacredAggregateBasc 41{ — nL .. oiL =ui�l=ni•a= _f III-- TURF BLOCK *,---- .� III I I-11 1111-1F1 IF-1 11-1 ,-MIa q•ISaMkR AI -'? 11_0 11 11- 11 fJ I i-11 EI 11—ITI. Geoterr4 a as Peg,. Olmenabns' 73,6".tS-3 4 • •J, Tum Uper saes -Uncampected Native 5a1 Subgrade *t 4,1 Thickness 3I.r8"(BOmm) O t(C I = "tL 11 ' 1^ opt° Geon.a per Design Eng neer ♦ ♦ - -J SF per Cube: 94 - Compacted Subgrade •� v DESIGN.MATERIAL a CONSTRUCTION GU OFUNES To FOLLOW 1CN SPECIFICATIONS LL • SURFACES SLOP MAX ns.SOIL SUBGRADE SLOPE MAX OSE '� • n PAVER Cube Weight: ]z001ps •BASE THICKNESS VARIES WITH TRAFFIC CLIMATE AND SUBGRADE •THICKER BASE AND/OR DRAIN PIPES MAY BE REWARD"IF PATO RECEIVES RUNOFF mooeu f'N 'y5K. - ADJACENT IMPERVIOUS SURFACES OR ROOFS , t Permeablilty 40, THICKNESS FOR PFLDENTIALDRIVEWAYS COMINIMUM BASE'NICENESS FOR F RELANES a PARKING LOiS 'CAST IN.PLACE CONCRETE CURBS CAN BE WITHOUT PAVERS ON TOP.IN SUCH CASES.NM. r n ^,n.a.r e r r r-e, _a E. , • SHOULD BE LEVEL WITH CONCRETE PAVER FIELD. .,.,y... _ . ..,.. . H... ;r.- ,,._ .. nr•:� , '1,11'19)7`11.1).'k791'9'111-T.:4,791'''' ''''''171" 91'' .:1 91'VaY 'u1"''''''''''''''''''''17 ,a. '' v'x '''''''''''."'1''''''''' '''' r ea•,S �•s k.An h.,lt 5: +. FN Doer..with Na.65(ane - F,iOm,.,ar d,Narare e6tanc STANDARD COLORS SPECIAL ORDER COLORS Permeable Generate PaVers permeab,c CrnOete Paverz Curb/Edge Resaalnt WIN Cut•outs For Curb/Edge Restraint wlN Cut-Outs For L Overflow Drainage(Curb Shown) '4 Overflew Drainage(Guth Shaval) Bedding Cancel 5%2)140-50 MM)Thick I rhe=rR'1' a.BSlone _ -lll�EllEllE� '� 4'llOO nese Thick No 512 Open •��. �� ®�II ail_, Graded II III ��®� MaB iso MINI rh+ck Naatnna ----�•-i '�+--- • piEIJ_EI' Bedding course ts'r'0010-50 MIR Thick �t la�� mlreeae , No.8 Stone PT-s s4 esezg� R aB11l1F1 ,PP��0-e yy¢¢ n l�.•♦Ly1 • •♦`C)� ;C•Z•.• a Perforated Pipe:Sowed a glacier)to CHARCOAL .. AUTUMN BLEND CAPPU CCiNO HERITAGE a "' O• \ 4'(100 MMI Thick NO.57 Slone * 14-'''..-' 6'.144175::(64411 •►yam• O t"`•F��IEt•• Ora n Accumu Bled Water .11' • f,A.II.0•0- Gamest..SubgredR PW 001.yn 4114:::::44.°081i.:6:141:::4:4111 '•:4.0•♦:1•-•O♦ �l Open Graded Base map♦ • 11 T Under a B. .cob ea of Subtese •'"�'�o.p�O[QT�O�,�••2♦• �• Geotexllle on Top and Side d Subbase p:O •: �•'••♦•♦ 0T'An�r Under B Bvyontl Curb ' til 1 Eli E1 ♦ t • • M6 50 MM Thick No.351pne Subbase II111Z51-4:(III Ill l 11I�11-Il�ll 1WI3`IIJ11I L's",,:r.'""'"'"'":'' erw 54aam •f ' IIRIImlIE71E31E911--EjI EIIIBII-III-III- q \ olxlonal Geotewe do Bottom ILMI III hl IAE ll` II-IHI-IFI NanParrPrareeoun.INPeblvapada t. ^�,y, So suhglade \ SNISubgrade Bomb to Diem 4 v. 'V"; •NO.z STONE SUBBASE THICKNESS VARIES ev DESIGN(CONSULT(CPI SPECIFICATIONS( •NO.0 STONE sucRAsE THICKNESS VARIES eroES,GN(CONSULT(CPI SPECIFICATIONS) NATURAL GREY OLD CHICAGO SAND DUNE SIERRA •NO.3 STONE MAV BE SUBSTITUTED WITH NO 3 OR NO4 STONE TREMRON WE MAKE i 1 EASY `PO www.tremron.com 2885 St.Clair Street 11321 NW 112th Court 3144 Highway 17 NE / Jacksonville,FL 32254 Medley,FL 33178 Arcadia,FL 34266 866.358.5900 or 800.567.1480 or 877.490.0990 or 904.359.5900 305.825.9000 863.491.0990 Fax 904.359.5901 Fax 305.823.6614 Fax 863.491.8990 6 i y. ,; City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) . ., 800 Seminole Road /� —/ � Atlantic Beach, Florida 32233-5445 R ES i 9 -01 ( J Phone(904)247-5826 - Fax(904)247-5845 it-'7",-,,;,vi,--'7",-,-'7",-,,;,vi,-;_� - E-mail: building-dept@coab.us Date routed: 4 1 i Fj QCity web-site: http://www.coab.usI APPLICATION REVIEW AND TRACKING FORM Property Address: _3c Co, 51—k- S-(. Department review required Yes No . uildin4 .✓ Applicant: C_.F- l\ il. U(L.c- E Rs /R_g &Zonin 1 Tree Administrator Project: k)F�it.) ��ES L nPNCa -u.lic or u.lic Utilities _' c aey 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: APPLI ON STATUS Reviewing Department First Review: Approved. ❑Denied. ❑Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: ` (--✓c—A-- Date: A -6 TREE ADMIN. Second Review: [ 'Approved as rev' ed. ❑Denied. ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. 1 INot applicable Comments: Reviewed by: Date: Revised 05/19/2017 City of Atlantic Beach PUBLIC UTILITIES DEPARTMENT 902 Assisi Lane Jacksonville, FL 32233 (904) 247-5834 NEW WATER / SEWER TAP REQUEST Date 9—/ 9 -/ 7 Service Address 3440 c 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# PEs 19 - 0/ 17 occsz►iik t � Water System Development Charge $ $' Sewer System Development Charge $ Water Meter Only $ Reclaim Meter Only $ Water Meter Tap $ Sewer Tap $ Cross Connection Other $ TOTAL $ 60- 00 (Notes) APPROVED Date Y6/917 Pub!' 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: 1 i Application#: R( S I - 6 i Project Address: 3 j. (Q 5 I±I 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 12( Sewer Cleanout 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 Ef/ 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 Requirement At a minimum,will require a double check backflow preventer. ❑ 0 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 JEA specifications. Utility Map See attached Utility Map. 0 0 Disconnect &Cap Disconnect and cap water and sewer lines. 0 0 Inspection Must call the Inspection Line at 247-5814 to request an inspection of the Prior disconnected and capped water and sewer lines prior to demolition. ❑ ❑ ❑ 0 ❑ ❑ ❑ 0 O ❑ SITE BENCHMARK ELEVATION=8.06 '' R/W+ (IMPROVED) -:== t.: : , 5TH STREET 50.00' 6' . _ 4 WALK 282.33'(P) DRIVEWAY BLOCK "�.,G VE1) E CORNER SITE INFORMATION LOT AREA 7,500 SQ. FT. - B.R.L BUILDING AREA 2,905 S0. F7 11 POOL DR & POOL DECKS 634 SQ. FT. DRIVEWAY/WALKWAYS. 444 S0. FT. (• PROPOSED PERVIOUS CONC..) AC PADS & SLAB 32 S0. FT. TOTAL IMPERVIOUS AREA = 3,571 S0. FT. 3,571/7,500 = 47X LOT AREA-TOTAL IMP. AREA = PERVIOUS AREA Y 7,500-3,571 = 3,929 SQ- FT. MINIMUM F.F.E. MUST MEE THE THE REQUIREMENTS OF FBC-R 403.1.7.3 AND COAG REQ. (7.5'EL.) NCJ EQUIP.IS �` ADJACENT TO ' r, NEW SFR NEIGHBORS (.51EQUIP. 1 #366 O MINIMUM FFE = 10.0 O O SIDE YARD LOT 27 LOT 31 z PROJECTS ON BLOCK 6 MAX BLOCK 6 0 7 OVER R OVER B.R.L.. VBIIIININPIIIIIIIIIIIIIII PATIO RECEIVED IIEIIII jj NOV 2 1 2019 limo ! wilding Depnrtrncnt City of Atlantic BG''•°7h, FL 50.00' LOT 28 LOT LOT 30 BLOCK 6 COPY BLOCKK 6 BLOCK 6 C IC 1 ®FE° r �J Approved By Permit D Sk Building DeP3' h FL SITE PLAN ��®3�'T#"1,l�D4 rnent DETAIL ■■ MARTIN ENGINEERING, LLC. DATE 1onvls ■■ 450STATENRD. I3 FL32259 CHILDERS RES. ■■■ JACKSONVILLE, 32259 DRAWN KCM ■•_,./1114.4„...N„ilk _ \ 904-472-1459 366 5TH STREET SITE �_ ATLANTIC BEACH, FL DESIGNED FL C.A#32027 SCALE 1"=25' s. . e="t, "'-'•;•-410 t• I rovolclii'. ;rt.in 117Y--1-)."7 • 0 e SITE BENCHMARK 8.06 ELEVATION= -0,,,,' PROVED) ,....:,;;.:,:•.,-!-;.,22_ ,,.-4, 40'RNV • ..y.---- . •-.';'7.-'''.'' ''''.:q-•" ....:.;:.•.:-...1.'-...::::°•'-•.'.:'. . TH STREET :i '. ::4:: 5 0.00'..,. ..:.,'"• -',...:.-:.:'..':18,•2______,---..' - '. � ., ; 5 �: o 4'WALK —fir► 282.33'(P) Irv,/ i.,,,... BLOCK • N SITE INFORMATION CORNER '�/�� Av LOT AREA 7,500 so. Fr. V '/ /44 BUILDING AREA 2,905 SQ. FT. � POOL 264 SQ. FT. DRIVEWAY/WALKWAYS* 420*50X a 210 SO. FT 34 b' POOL DECK/WALKWAYS* 740*50X= 370 SO. FT. (* PROPOSED PERVIOUS PAVERS*) -4 TOTAL IMPERVIOUS AREA = 3,721 SQ. FT. cal 3,749/7,500 = 49.9X ;A LOT AREA—TOTAL IMP. AREA = PERVIOUS AREA I, 7,500-3,749 = 3,751 S0. FT. NEW SFR #366 O MINIIAUAI GTE = 10.0 O CD LOT 27 LOT 31 OBLOCK 6 BLOCK 6 0 t;. il 1- i. \I,////JJ4%_ le 9. 12'x22' 29.0' G®9 5161'FriVcle ‘ct.9e 0.50.00' n� ` F� LOT / . By p treat LOT 32 LOT 30 BLOCK 6 NCI 09a�c0ee, BLOCK 6 BLOCK 6 Cir!o{ SITE PLAN PROJECT#: 18-404 DETAIL •a MARTIN ENGINEERING, LLC. DATE: 3/28/19 ■■ 450 STATE RD.13 N.,#106.387 CHILDERS RES. ■■■ JACKSONVILLE,FL 32259 DRAWN: KCM II MI III 904-472-1459 366 5TH STREET SITE Ili ATLANTIC BEACH, FL DESIGNED: FL C.A#32027 SCALE: 1"=25' OFFICE COPY ESICC Most Widely Accepted and Trusted EVALUATION SERVICE in Cawera+'l+'ritn (. Innovation 1 RESEARCH LABS ICC-ES Evaluation Report ESR-3375 ICC-ES I (800) 423-6587 I (562) 699-0543 I www.icc-es.org Reissued 08/2018 This report is subject to renewal 08/2019. DIVISION: 07 00 00—THERMAL AND MOISTURE PROTECTION SECTION: 07 21 00—THERMAL INSULATION REPORT HOLDER: SES FOAM EVALUATION SUBJECT: SUCRASEALTM 0.5 AND SES FOAM 0.5 LB SPRAY: SPRAY-APPLIED POLYURETHANE FOAM PLASTIC INSULATION REC; VEL LEs—iThICCICC ICC � JUL 2 3 2019 PMG LISTED Building Department 1� Citly of Atlantic Beach, FL INS "2014 Recipient of Prestigious Western States Seismic Policy Counct MR (WSSPC)Award in Excellence" A Subsidiary of CODECOTUNCIL' ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. ANSI There is no warranty by ICC Evaluation Service, LLC, express or implied, as to any finding or other matter in this ACCREDITED 1:10.ILC 1700 report, or as to any product covered by the report. ,CrtliIICaIIM Uady .,00o Copyright©2018 ICC Evaluation Service, LLC. All rights reserved. ES Most Widely Accepted and Trusted ICC-ES Evaluation Report ESR-3375 Reissued August 2018 This report is subject to renewal August 2019. www.icc-es.orq I (800) 423-6587 I (562) 699-0543 A Subsidiary of the International Code Council® DIVISION: 07 00 00—THERMAL AND MOISTURE 3.0 DESCRIPTION PROTECTION 3.1 General: Section: 07 21 00—Thermal Insulation SucrasealrM 0.5 spray foam insulation is a two- REPORT HOLDER: component, open cell, one-to-one-by-volume spray- applied polyurethane foam system with a nominal density SES FOAM of 0.5 pcf (8.0 kg/m3). The insulation's liquid components are supplied in nominally 55-gallon drums, labeled as "A" EVALUATION SUBJECT: component or "B" component. The insulation components have a shelf life of six months when stored in unopened SUCRASEALTM 0.5 AND SES FOAM 0.5 LB SPRAY: containers at temperatures between 70°F (21°C)and 90°F SPRAY-APPLIED POLYURETHANE FOAM PLASTIC (32°C). INSULATION The attributes of the insulation have been verified as 1.0 EVALUATION SCOPE conforming to the provisions of ICC 700-2008 Section 703.2.1.1.1(c) as an air impermeable insulation. Note that 1.1 Compliance with the following codes: decisions on compliance for those areas rest with the user of this report. The user is advised of the project-specific • 2012 and 2009 International Building Code®(IBC) provisions that may be contingent upon meeting specific • 2012 and 2009 International Residential Code®(IRC) conditions, and the verification of those conditions is ■ 2012 and 2009 International EnergyConservation outside the scope of this report. These codes or standards often provide supplemental information as guidance. Code®(IECC) 3.2 Surface-burning Characteristics: ■ Other Codes(see Section 8.0) At a maximum thickness of 4 inches (102 mm) and a Properties evaluated: nominal density of 0.5 pcf, the insulation has a flame- • Surface-burning characteristics spread index of 25 or less and a smoke-developed index of 450 or less when tested in accordance with ASTM E84. • Physical properties Thicknesses for wall cavities and ceiling cavities are not • Thermal resistance(R-values) limited when the insulation is covered with a minimum 1/2-inch-thick (12.7 mm) gypsum board installed in • Air permeability accordance with the applicable code. • Exterior walls in Types I-IV construction 3.3 Thermal Resistance(R-values): 1.2 Evaluation to the following green standard: The insulation has thermal resistance (R-values)at a mean • 2008 ICC 700 National Green Building StandardTM (ICC temperature of 75°F(24°C)as shown in Table 1. 700-2008) 3.4 Air Permeability: Attributes verified: The insulation, at a minimum thickness of 3 inches • See Section 3.1 (76 mm), is considered air-impermeable in accordance with IRC Section R202, based on testing in accordance 2.0 USES with ASTM E283. SucrasealTM 0.5 spray polyurethane foam plastic insulation 3.5 DC 315 Coating: is used as a nonstructural thermal insulating material in DC 315 Coating is manufactured by International Fireproof buildings of Type I, II, III, IV and V (IBC) construction, and Technology, Inc. / Paint to Protect Inc. (ESR-3702), and is in dwellings built under the IRC. The insulation is for use in a water-based intumescent coating supplied in 5-gallon wall cavities and floor/ceiling assemblies, and in attics and (19 L) pails and 55-gallon (208 L) drums and has a shelf crawl spaces when installed as described in Section 4.4. life of six months when stored in a factory-sealed container Under the IRC, the insulation may be used as air- at temperatures between 50°F (10°C)and 80°F(27°C). impermeable insulation when installed as described in Section 3.4. SES Foam 0.5 lb Spray is identical to 3.6 FireShell®F10E: SucrasealuM 0.5. Wherever SucrasealTM 0.5 is mentioned, FireShell® F10E is manufactured by TPR2 Corporation the same property applies to SES Foam 0.5 lb Spray. (ESR-3997), and is a water-based coating supplied in ICC-ES Evaluation Reports are not to he von as representing aesthetics or any other attributes not.rpeci/icully addressed,nor are diet'to he construed ANSI as an endorsement of the subject ojthe report or a recommendation jiff its use.There is no warranty by ICC Evaluation Service,LLC,express or implied,as. 10 any:finding or other matter in this report,or as to any product covered by the report. i Copyright©2018 ICC Evaluation Service,LLC. All rights reserved. Page 1 of 11 ESR-3375 I Most Widely Accepted and Trusted Page 2 of 11 5-gallon(19 L) pails and 55-gallon (208L) drums and has a minimum thickness of 20.0 mils (0.51 mm) wet film shelf life of one year when stored in a factory-sealed thickness [14 mils (0.36 mm) dry film thickness] with a container at temperatures between 45°F (7.2°C) and 90°F minimum application rate of 1.25 gal/100 ft2. The coating (35°C). must be applied over the SucrasealTM 0.5 insulation in 4.0 INSTALLATION accordance with the coating manufacturer's published instructions and this report. Surfaces to be coated must be 4.1 General: dry, clean and free of dirt, loose debris and other SucrasealrM 0.5 spray insulation must be installed in substances that could interfere with adhesion of the accordance with the manufacturer's published installation coating. The coating is applied in one or more coats with instructions and this report. A copy of the manufacturer's brush, roller or airless spray equipment. published installation instructions must be available at all 4.4 Attics and Crawl Spaces: times on the jobsite during installation. 4.4.1 Application with a Prescriptive Ignition Barrier: 4.2 Application: When SucrasealTM 0.5 spray is installed within attics and The insulation is spray-applied at the jobsite using a crawl spaces, where entry is made only for service of volumetric positive displacement pump as identified in the utilities, an ignition barrier must be installed in accordance SucrasealTM 0.5 spray application manual. The insulation with IBC Section 2603.4.1.6 or IRC Section R316.5.3 or components must be stored at temperatures between R316.5.4, as applicable, except when the installation is in 70°F (21°C) and 90°F (32°C) for several days before accordance with Section 4.4.2 or Section 4.4.3. The application. The insulation must not be used in areas that ignition barrier must be consistent with the requirements have maximum in-service temperatures greater than 180°F for the type of construction required by the applicable (82°C). The insulation must not be used in electrical outlet code, and must be installed in a manner so that the foam or junction boxes or in contact with water (e.g., rain, plastic insulation is not exposed. SucrasealTM 0.5 spray condensation, ice, snow) or soil. The substrate must be insulation at a minimum thickness of 3 inches (76 mm) free of moisture, frost or ice, loose scales, rust, oil, grease may be installed in unvented attics in accordance with or other surface contaminants. The insulation can be 2012 IRC Section R806.5 (2009 IRC Section R806.4), as installed in one pass to the maximum thickness. The applicable. spray applied foam insulation must be protected from 4.4.2 Application without a Prescriptive Ignition weather during and after installation. Barrier: Where the spray-applied insulation is installed in 4.3 Thermal Barrier: accordance with this section or Section 4.4.3, the following 4.3.1 Application with a Prescriptive Thermal Barrier: conditions apply: SucrasealTM 0.5 spray insulation must be separated from a) Entry to the attic or crawl space is to service utilities, the interior of the building by an approved thermal barrier and no storage is permitted. of /2-inch-thick (12.7 mm) gypsum wallboard or an equivalent 15-minute thermal barrier complying with, and b) There are no interconnected attic or crawl space installed in accordance with, IBC Section 2603.4 or IRC areas. Section R316.4, as applicable, except when the installation c) Air in the attic or crawl space is not circulated to other is in accordance with Section 4.3.2.Within an attic or crawl parts of the building. space, installation must be in accordance with Section 4.4. 4.3.2 Application without a Prescriptive Thermal d) Attic ventilation is provided when required by IBC Section 1203.2 or IRC Section R806, except when Barrier: The prescriptive 15-minute thermal barrier may be air-impermeable insulation is permitted in unvented omitted when installation is in accordance with this section. attics in accordance with 2012 IRC Section R806.5 or The insulation and coating may be spray-applied to the 2009 IRC Section R806.4. Under-floor (crawl space) interior facing of walls and the underside of roof sheathing ventilation is provided when required by IBC Section or roof rafters, and in crawl spaces, and may be left 1203.3 or IRC Section R408.1, as applicable. exposed as an interior finish without a prescribed 15-minute thermal barrier or prescribed ignition barrier e) Combustion air is provided in accordance with when the installation is in accordance with either Sections International Mechanical Code®Section 701. 4.3.2.1 or 4.3.2.2. In attics, the insulation may be spray-applied to the 4.3.2.1 Application with DC 315 Coating: The thickness underside of roof sheathing or roof rafters, and/or vertical of the foam plastic applied to the underside of roof surfaces, and in crawl spaces the insulation may be spray- sheathing and to vertical wall surfaces must not exceed applied to the underside of floors and/or vertical surfaces 111/2 inches (292 mm). The foam plastic must be covered as described in this section. The thickness of the foam on all surfaces with DC 315 Coating (ESR-3702) at a plastic applied to the underside of the top of the space minimum thickness of 18.0 mils (0.47 mm) wet film must not exceed 12 inches (305 mm). The thickness of the thickness [12 mils (0.30 mm) dry film thickness] with a foam plastic applied to vertical surfaces must not exceed minimum application rate of 1.12 gal/100 ft2. The coating 111/2 inches (292 mm). The foam plastic may be installed must be applied over the SucrasealTM 0.5 insulation in without a covering or coating. The insulation may be accordance with the coating manufacturer's published installed in unvented attics in accordance with 2012 IRC instructions and this report. Surfaces to be coated must be Section R806.5 (2009 IRC Section R806.4). The ignition dry, clean and free of dirt, loose debris and other barrier in accordance with IBC Section 2603.4.1.6 or IRC substances that could interfere with adhesion of the Section R316.5.3 may be omitted. coating. The coating is applied in one or more coats with 4.4.3 Use on Attic Floors: SucrasealTM 0.5 spray brush, roller or airless spray equipment. insulation may be installed exposed at a maximum 4.3.2.2 Application with FireShell®F10E: The thicknessthickness of 111/2 inches (292 mm) between joists in attic of the foam plastic applied to the underside of roof floors. The ignition barrier in accordance with IBC Section sheathing and to vertical wall surfaces must not exceed 2603.4.1.6 or IRC Section R316.5.3 may be omitted. The 111/2 inches (292 mm). The foam plastic must be covered insulation must be separated from the interior of the on all surfaces with FireShell® F10E (ESR-3997) at a building by an approved thermal barrier. ESR-3375 I Most Widely Accepted and Trusted Page 3 of 11 4.5 Exterior Walls of Type I,II, III and IV Construction: 6.5 Report of fire propagation testing in accordance with 4.5.1 General:When used on walls of Type I, II, III and IV NFPA 285. exterior wall construction, the SucrasealTM 0.5 spray- 6.6 Engineering evaluation extending NFPA 285 testing applied foam insulation must comply with Section to various exterior wall constructions. 2603.5 of the IBC and this section. The potential heat 7.0 IDENTIFICATION of SucrasealTM 0.5 spray-applied foam insulation is 466 Btu/ft2 (5.26 MJ/m2) per inch of thickness when tested 7.1 Components of the SucrasealTM 0.5 spray in accordance with NFPA 259. polyurethane foam plastic insulation are identified with the manufacturer's name (SES Foam) and address; 4.5.2 Specific Wall Assemblies: Wall assemblies must the date of manufacture or the lot number; the product be as described in Table 2. trade name (SucrasealTM 0.5); the mixing instructions; 5.0 CONDITIONS OF USE the density; the flame-spread and smoke-developed The SucrasealTM 0.5 spray polyurethane foam plastic indices; and the evaluation report number (ESR- insulation described in this report complies with, or is a 3375). suitable alternative to what is specified in, those codes International Fireproof Technology, Inc. / Paint to listed in Section '1.0 of this report, subject to the following Protect Inc., DC 315 Coating is labeled with the conditions: manufacturer's name and address; the product name; the date of manufacture, the shelf life or expiration 5.1 The insulation must be installed in accordance with date; the manufacturer's instructions for application the manufacturer's published installation instructions, and evaluation report number(ESR-3702). this evaluation report and the applicable code. If there 2 are any conflicts between the manufacturer's TPR Corporation Fireshell F10E coatings and published installation instructions and this report, this Blazelok TBX coating is labeled with the report governs. manufacturer's name and address; the product name; the date of manufacture, the shelf life or expiration 5.2 The insulation must be separated from the interior of date; the manufacturer's instructions for application the building by an approved 15-minute thermal and evaluation report number(ESR-3997). barrier, as described in Section 4.3.1, except when the installation is in accordance with Section 4.3.2. 7.2 The report holder's contact information is the Installation in an attic or crawl space must be as following: described in Section 4.4. SES FOAM 5.3 The insulation must not exceed the thicknesses noted 4008 LOUETTA ROAD,#538 in Sections 3.2,4.3, and 4.4. SPRING,TEXAS 77388-4405 (713)239-0252 5.4 The insulation must be protected from exposure to the www.sesfoam.com weather during and after application. 8.0 OTHER CODES 5.5 The insulation must be applied by contractors certified by SES Foam. In addition to the codes referenced in Section 1.0, the products in the report were evaluated for compliance with 5.6 Use of the insulation in areas where the probability of the requirements of the following codes: termite infestation is "very heavy" must be in accordance with 2012 IBC Section 2603.9 (2009 IBC • 2006 International Building Code® Section 2603.8)or IRC Section R318.4, as applicable. ■ 2006 International Residential Code® 5.7 Jobsite certification and labeling of the insulation must • 2006 International Energy Conservation Code® comply with IRC Sections N1101.4 and N1101.4.1 The products comply with the above mentioned codes as and IECC Sections R303.1.1 and 303.1.1.1, as described in Sections 2.0 through 7.0 of this report, with applicable. revisions as noted below: 5.8 When use is on exterior wall of buildings of Type I, II, • Application with and without a Prescriptive Thermal III or IV construction, construction must be as Barrier: See Section 4.3, except the approved thermal described in Section 4.5 and Table 2. barrier must be installed in accordance with Section 5.9 A vapor retarder must be installed in accordance with R314.4 of the 2006 IRC. the requirements of the applicable code. ■ Application with a Prescriptive Ignition Barrier: See 5.10 SucrasealTM 0.5 spray polyurethane foam plastic Section 4.4.1, except an ignition barrier must be insulation is produced in St. Louis, Missouri, under a installed in accordance with Section R314.5.3 or quality-control program with inspections by ICC-ES. R314.5.4 of the 2006 IRC. 6.0 EVIDENCE SUBMITTED ■ Application without a Prescriptive Ignition Barrier: 6.1 Data in accordance with the ICC-ES Acceptance See Section 4.4.2, except that combustion air is Criteria for Spray-applied Foam Plastic Insulation provided in accordance with Sections 701 and 703 of (AC377), dated April 2016, including reports of tests the 2006 IECC. in accordance with Appendix X of AC377. ■ Protection against Termites: See Section 5.6, except 6.2 Reports of room corner fire-testing in accordance with use of the insulation in areas where the probability of NFPA 286. termite infestation if"very heavy" must be in accordance with Section R320.5 of the 2006 IRC. 6.3 Report of air permeance testing in accordance with ■ Jobsite Certification and Labeling: See Section 5.7, ASTM E283. except jobsite certification and labeling must comply 6.4 Report of potential heat testing in accordance with with Sections 102.1.1 and 102.1.1.1, as applicable, of NFPA 259. the 2006 IECC. ESR-3375 I Most Widely Accepted and Trusted Page 4 of 11 TABLE 1—THERMAL RESISTANCE(R-VALUES'2) THICKNESS(inches) R-VALUE(°F•ft2•h/Btu) 1 4.0 2 7.6 3 11 3.5 13 4 15 5 19 6 22 7 26 8 30 9 33 10 37 11 41 12 44 For SI: 1 inch=25.4 mm,1°F•ft2•h/Btu=0.176 110K•m2/W. 'R-values are calculated based on tested K values at 1-and 3.5-inch thicknesses. 2R-values greater than 10 are rounded to the nearest whole number. TABLE 2—NFPA 285 COMPLYING EXTERIOR WALL ASSEMBLIES WALL COMPONENT MATERIALS 1 –Concrete wall 2–Concrete Masonry wall Base wall system–Use either 3–1 layer of 5/8-inch thick Type X gypsum wallboard installed on the interior side of minimum 3-5/8 inch 1,2,or 3 deep minimum 20 gauge thick steel studs spaced a maximum of 24-inch on center. Lateral bracing installed minimum every 4 ft.vertically or as required.Wall stud cavities shall be filled at each floor line with minimum 4 lb/ft3 mineral-fiber insulation friction fit between steel wall studs. Resilient Channel–For use 1 –None with Base Wall System 3 above 2–Double leg"hat"shaped steel resilient channel installed perpendicular to the wall studs(interior side –Use either 1 or 2 only)and spaced a maximum of 24-inches on center between steel studs and Type X gypsum wallboard. Entire perimeter of window opening to be framed with resilient channel. Perimeter Fire Barrier System Perimeter fire barrier system complying with Section 715.4 of the 2012 IBC shall be installed to fill the void between the edge of the concrete floor slab and the interior surface of the exterior wall assembly. Full wall stud cavity depth or less of SucraSealTM 0.5 spray-applied foam plastic insulation applied using Wall Stud Cavity Insulation exterior gypsum sheathing as the substrate and covering the width of the cavity and the inside of the steel wall stud framing flange. Exterior sheathing–For Base 518-inch thick Type X exterior type gypsum sheathingcomplyingwith ASTM C1177. Wall System 3 above yp yp 1 –Any non-combustible exterior wall covering material Exterior Wall Covering–Use 2–Any non-combustible exterior wall covering system with a combustible WRB that has successfully been either 1,2,or 3 tested in accordance with NFPA 285. (see Note 1 below) 3–Metal Composite Material(MCM)Mitsubishi Plastic Composites America,Inc.,Alpolic/fr wall panels (see ICC-ES ESR-2653)or Alcoa Architectural Products Reynobond FR 6-mm panels(see ICC-ES ESR- 3435)where there is no exterior insulation in the cavity behind the panels. Flashing of window,door and As an option,flash around window,door and other exterior penetrations with limited amounts of maximum other exterior wall penetrations. 12-inch wide acrylic,asphalt or butyl-based flashing tape or liquid applied membrane material. For SI: 1 inch=25.4 mm;1 pcf=16.0 kg/m3. Note 3:Exterior wall coverings shall be installed in accordance with the manufacturer's installation requirements and must comply with the applicable provisions of BC Chapter 14 and IRC Chapter 7. ES .r.o Most Widely Accepted and Trusted irorICC-ES Evaluation Report ESR-3375 FBC Supplement Reissued August 2018 This report is subject to renewal August 2019. www.icc-es.orq I (800) 423-6587 I (562) 699-0543 A Subsidiary of the International Code Council® DIVISION: 07 00 00—THERMAL AND MOISTURE PROTECTION Section: 07 21 00—Thermal Insulation REPORT HOLDER: SES FOAM EVALUATION SUBJECT: SUCRASEALTM 0.5 AND SES FOAM 0.5 LB SPRAY: SPRAY-APPLIED POLYURETHANE FOAM PLASTIC INSULATION 1.0 REPORT PURPOSE AND SCOPE Purpose: The purpose of this evaluation report supplement is to indicate that SucraSeal 0.5 spray polyurethane foam plastic insulation, recognized in ICC-ES master evaluation report ESR-3375, has also been evaluated for compliance with the codes noted below. Applicable code editions: ■ 2014 Florida Building Code—Building • 2014 Florida Building Code—Residential 2.0 CONCLUSIONS The SucraSeal 0.5 spray polyurethane foam plastic insulation (also known as SES Foam 0.5 lb Spray), described in Sections 2.0 through 7.0 of the master evaluation report ESR-3375, complies with the Florida Building Code—Building and the Florida Building Code—Residential, provided the design and installation are in accordance with the 2012 International Building Code° (IBC) and 2012 International Residential Code° (IRC) provisions noted in the master report under the following condition:. Installation must meet the requirements of Sections 1403.8 and 2603.9 of the Florida Building Code—Building and Sections R318.7 and R318.8 of the Florida Building Code—Residential, as applicable. Use of Sucraseal 0.5/SES Foam 0.5 lb spray-applied polyurethane foam plastic insulation has also been found to be in compliance with the High-Velocity Hurricane Zone provisions of the Florida Building Code—Building and the Florida Building Code—Residential. For products falling under Florida Rule 9N-3, verification that the report holder's quality-assurance program is audited by a quality-assurance entity approved by the Florida Building Commission for the type of inspections being conducted is the responsibility of an approved validation entity (or the code official, when the report holder does not possess an approval by the Commission). This supplement expires concurrently with the master report, reissued August 2018. ICC-ES Evaluation Reports are not to he construed ars representing aesthetics or any otter attributes no!specifically addressed,nor are they to he construed QNfS- as an endorsement of the subject of the report or a recommendation for its use.There is no warranty be ICC Evaluation Service,LLC,express or implied,us to any finding or oilier matter in this report.or as to any product covered by the report. "uta H a Copyright©2018 ICC Evaluation Service,LLC. All rights reserved. Page 5 of 11 ESr,s,ul?;nor� .. Most Widely Accepted and Trusted InnICC-ES Evaluation Report ESR-3375 Seal and Insulate with ENERGY STAR®Supplement Reissued August 2018 This report is subject to renewal August 2019. www.icc-es.orq I (800)423-6587 I (562) 699-0543 A Subsidiary of the International Code Council® DIVISION: 07 00 00—THERMAL AND MOISTURE PROTECTION Section: 07 21 00—Thermal Insulation REPORT HOLDER: SES FOAM EVALUATION SUBJECT: SUCRASEALTM 0.5 AND SES FOAM 0.5 LB SPRAY: SPRAY-APPLIED POLYURETHANE FOAM PLASTIC INSULATION 1.0 EVALUATION SCOPE Conformance to the following: Seal and Insulate with ENERGY STAR° Program—Definitions and Testing Requirements for Residential Insulation, Version 1.0 Properties evaluated: • Thermal resistance • Surface-burning characteristics 2.0 PURPOSE OF THIS SUPPLEMENT This supplement is issued to certify that the insulation products described in Sections 2.0 through 8.0 of the master report ESR-3375 have been reviewed for compliance with the requirements of the Seal and Insulate with ENERGY STAR' Program, as set forth in the document Definitions and Testing Requirements for Residential Insulation, Version 1.0. The insulation product covered by this supplement is defined as"Spray or Pour Foam Insulation." The requirements for testing laboratory qualification and product sampling, as well as the specific material and test standards and editions used in this evaluation, are as set forth in the applicable documentation noted in Section 6.0 of the master evaluation report. 3.0 DEFINITIONS The following definitions are from Definitions and Testing Requirements for Residential Insulation, Version 1.0, and are applicable to the subject of this report. 3.1 General Definitions: Insulation: Any material mainly used to slow down heat flow. It may be mineral or organic, fibrous, cellular, or reflective (aluminum foil). It may be in rigid,semi-rigid,flexible,or loose-fill form. 3.2 Insulation Product Definitions: Spray or Pour Foam Insulation:A thermal insulating material that is sprayed or poured (as a gel or foamy liquid)into place, and expands or sets into a cellular foam and cures at the point of installation through a chemical reaction. Foamed materials include, but are not limited to polyurethane, polyisocyanurate,phenolic, and cementitious insulation. 3.3 Insulation Performance Definitions: R-value: The inverse of the time rate of heat flow through a body from one of its bounding surfaces to the other surface for a unit temperature difference between the two surfaces, under steady state conditions, per unit area. For the purposes of the Seal and Insulate with ENERGY STAR°program, Imperial units will only be accepted [(h•ftz•°F)/Btu]. Smoke-Development Index: The characteristic of a material to emit smoke when exposed to flame or fire compared to red oak and inorganic cement. ICC-ES Eraluanon Reports are nit to he construed us representing aesthetics or may oilier attributes not specifically addressed,nor arc'they to he construed al ANSI as an endorsement of the subject uf the report or a recommendation fbr its use. There is no warranty by ICC Evaluation Service,LLC,express or implied,as to nnp finding or other matter in this report.or as to an,product covered by the report. ;Ma . , Copyright©2018 ICC Evaluation Service,LLC. All rights reserved. Page 6 of 11 ESR-3375 I Most Widely Accepted and Trusted Page 7 of 11 Flame-Spread Index: The characteristic of a material to resist the spreading of flames when exposed to flame or fire compared to red oak and inorganic cement. 3.4 Thermal Resistance: The insulation has the thermal resistance R-values as noted in Table 1 of ESR-3375, based upon testing. 3.5 Installation: 3.5.1 General: The installation of the insulation must be in accordance with the requirements set forth in Sections 4.0 and 5.0 (as applicable)of ESR-3375. The insulation is manufactured on-site by spray polyurethane foam applicators meeting the qualification requirements of SES Foam. The following information on personal protective equipment and ventilation requirements is reprinted from the SES Foam published installation instructions: "F. SAFETY 3. PERSONAL PROTECTIVE EQUIPMENT(PPE): a. Skin:Wear gloves, coveralls,apron and boots as necessary to prevent contact of liquid components or partially-cured SPF with skin.When handling liquid components, gloves should be made of nitrile, neoprene, butyl or PVC. b. Eyes: Protect eyes while handling liquid components or spraying with safety goggles or safety goggles and a face shield. During spray application, eye protection may be provided by a full-face or hood respirator. c. Respiration: Firms engaged in the application of SES Foam systems must have a written respiratory protection program for employees engaged in handling or applying SES Foam materials. Depending on the situation, respiratory protection may include dust masks, air-purifying respirators (APR), powered air-purifying respirators (PAPR), or supplied-air respirators (SAR). 4. VENTILATION: Provide ventilation and other engineering controls to exhaust vapors from work areas and to protect building occupants and other trades." 3.5.2 Occupancy Time after Installation: The re-entry or re-occupancy time shall be in accordance with the manufacturer's installation instructions,which state the following: "G. RE-ENTRY SucrasealTM 0.5 reacts and cures within seconds of application. Re-entry times will vary depending on factors including ventilation. Typically, ventilation is continued for 24 hours following the conclusion of spray application and re-entry may occur at that time." 3.5.3 Figures:The figures shown represent general installations of the insulation in the following applications: above-grade wall, below-grade wall, vented and unvented crawl space, unvented cathedral ceiling, and vented and unvented attic. These figures are for illustration purposes and are not to be construed or used as construction documents. This supplement expires concurrently with the master report, reissued August 2018. ESR-3375 I Most Widely Accepted and Trusted Page 8 of 11 /)'•00p00000(1C0000 Va00 00 000-000 .00000 000(c; \� pu`VgO°%0(�0o c'''' .°-00°,o0°goop0 0:000%0Q,U O 5'„o '.F4n,70000000` QOC.00000y60oe00L.0 p0.000,,0.. �0..�00„�"z0`J OOVC SOV ��v0 .SAO „c a_�_,�0.'-°�}�,>o °V^4 / ��/./ ^)00°OOp •`0000 �,__�.�'~” lOcOO a0° C»u00vV0 0000000, i �0 0009000__ -,1,;,-,o0, Interior Partition 0 O0Qou00°o ,o0,000„,-, "-. Interior Finished Surface 0000000 (1/2-inch Sheetrock) p0°0oV00i ,O(;00`000 0 `00p00 '( O00q _ 0°.',0 0°°0 .--SUCRASEAL 0.5 or o,o000 c SES Foam 0.5 lb Spray X00 ilc 0i0 0 .P�'QpbOO( ne0po0°° _ _ Exterior Sheathing n0 o�0g ` VV 000 4 00 0a SUCRASEA SES FORM 0 5 LB SPRAY ABOVE GRADE WALL INSULATION SES 05-1 062914 0 5 LB ESR-3375 I Most Widely Accepted and Trusted Page 9 of 11 Masonry Block ,.. ..,••,..•..+ `-....„ Interior Finish surface �`� .,I•.. .. , ' •,. (112.-Inch Stwetrodt) `.� •�' .. .. L 2'x 4'Studs o' 'p• •.',.` !� .. � ., ,'•� SES oa �- SES Foam 0.5tb Spray o' f' ..ti SUCRASEALTM 0 5 BELOW GRADE WALL INSULATION SES 05-2 062914 SES FOAM 0.5 LB SPRAY (Insulation on Interior Side of Wall) Baffle to provide -..." air space between -. insulation and roof .....<.......-,.„ ,_ Thermal deck. ,J' // Barrier �s: (as required n / by local code) ' hi" �// / f� ti �� " 10°4°0°4 4 u/-__ ° v 4 a 4 v u 4 4 4 t y ° e, a'u 0000°`-000°400°4°04000°04°00400°400000040000`4, 4 4 V e G 4 V 4 4 V V 4 4 4 4 4 4 Y G V V V °0°40400°40404°4°0°4,• 004,,00040°4°040040000 O a,-.11 ' i-�? 0 0:4,0?4„4.4 4 J 4 .0,0.4 O J 4 4 0.0,0,4°0 ,. rtetii�tin �ti V si4" /40212/4 I 40`0°a`G SUCRASEALTM 0.5 or 441°Gti \:,i iii ,.,a f Ali. t°°°a°a°°� SES Foam 0.5 lb Spray u `00004 01410°c / °V00°004 4�G44ea� 010°000 '.h0 4144. 'e:%:g ” Vented Soffit �44°`0°0' 0°G°0°0°° °0°614 Oy4o44V:: ''°°44'°°°Z; "Where attic entry is for the 010°°140 4°400°U0 0 0 0 0„ service of utilities only,thermal SES Foam 0.5 lb Spray 9;o:a:logogo4 tank, and igniton barrier on the attic 0„o�4,L`. _ side of the spray foam surface may be omitted. S5 VENTED ATTIC:FLOOR/SOFFIT SES 05-3 062914 SESES FOAM O 0.S 5 LB SPRAY ESR-3375 I Most Widely Accepted and Trusted Page 10 of 11 r afyr 1. Subfloor SUCRASEAL' 0.5 or OiGy 5ytg SES Foam 0.5 lb Spray ` 4t'•4••c�4 O G 0 ••0�0 0 00 0 OOO ` I i 7{ 4�`�O�OOQF 0�'O.0 J�OoO 0 00000000 004 OG ki Header - .L t:r,ti J000 0 `,p� b 0 I/tot 0 O 9 O t0v000�,00t04,. 0000000000040 ' 1� e°°eyt4t.t:: 1 00 O `. e v0o0111,-4 Sill , °ce.'L UJ, Joist Floor Cross Section Thermal Barrier* (as required by Exterior Grade__!!• local code) I. 6"Min Footer _ '-Y<,fh 's Vapor Barrier •' 1 -• *Where crawispace entry is for the . •••- a-''' o 4 service of utilities only,thermal • -? and igniton barrier on the crawispace side of the spray foam surface may be omitted. SE01M CRAWLSPACE:VENTED SES 05-4 062914 FOAM 5 LB SPRAY LB SESS FOAM 0 5 Subfloor !IIu00'°4 . ., n64L4i,,;4e O. 40Jo0 Header °t ,Ztg .000000000 eeeg`e°`OJ'e°e°e 4 L00 400000' ` let 0000 Sill" 02%°8 Joist 'g°,3° Thermal Barrier' *.i (as required by Exterior Grade _ . Jee?o local code) a;e�e 8 t' - SUCRASEALrM 0.5 or SES Foam 0.5 lb Spray X Footer• 6 Min Vapor Barrier •s. 'Where crawispace entry is for the service of utilities only,thermal and igniton barrier on the crawispace side of the spray foam surface may be omitted. SALT�0.5 CRAWLSPACE:UNVENTED SES 05-5 062914 SESES FOAM 05 LB SPRAY • t ESR-3375 I Most Widely Accepted and Trusted Page 11 of 11 Note:In cold climates,embed metal connector plates in spray foam to prevent winter-time condensation. ,..."'",4,31,P.- SUCRASEALTM 0.5 or ° -•;.,q,?°•, z,6 SES Foam 0.5 lb Spray t.q'°°o� .- i •-•,,•• •,,,,,•.°�: . `‘;‘,"'I' ‘;‘LL ° 4 Roof Sheathing a `v`'—- c 0 p°U° I Truss Top Cord/ °:f ';t2' ' ` i / i / Rafter JJ '' ° .i N nnnnnkkn '°��°/ \ � nnnnnn Q 4nal \ nnnn++n �nn nn 6,S4 k 1 \ Thermal Barrier' . (as required by local code) ,,l \ \ Note:Local building code may \ `--require the use of a vapor retarder in cold climate zones. "Where attic entry is for the Ceiling/The mal Barrier service of utilities only,thermal as required by local building code. and ignitor barrier on the attic side of the spray foam surface may be omitted SUCRASEAP 0.5 UN VENTED ATTIC INSULATED ROOF DECK SES 05-6 062914 SES FOAM 0.5 LB SPRAY fir-\ SUCRASEALTM 0.5 or 'GUI o v \`,,, � '' COU 0, 0 I SES Foam 0.5 lb Spray tt-, v 0 uO to specified thickness. U,- 7 -1 G d -, Ci r �_, o 6 ,RoofRaft1' Sheathing UUCUy ,U N'''',"<-1#UCUrY—.- er / ! Ci CO' / Thermal Barrier as � required by code. MINote:The local building code may require the installation of a vapor barrier in cold climate zones. SUCRASEAP n 5CATHEDRAL CEILING SES 05-7 I 062914 SES FOAM 0 5 LB SPRAY S' ,LJ Po dq OFFICE COPY FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Childers Residence Builder Name: CEM Builders Street: 366 5th St. Permit Office: Atlantic Beach City,State,Zip: Atlantic Beach,FL,32233 Permit Number: Owner: Mr.&Mrs.Childers Jurisdiction: 261100 Design Location: FL,Jacksonville County: Duval(Florida Climate Zone 2) 1. New construction or existing New(From Plans) 9. Wall Types(3840.8 sqft.) Insulation Area 2. Single family or multiple family Single-family a.Frame-Wood, Exterior R=19.0 3380.80 ft2 b.Frame-Wood,Adjacent R=13.0 460.00 ft2 3. Number of units,if multiple family 1 c.N/A R= ft2 4. Number of Bedrooms 4 d. N/A R= ft2 10.Ceiling Types (2250.0 sqft.) Insulation Area 5. Is this a worst case? No a.Roof Deck(Unvented) R=20.0 2250.00 ft2 6. Conditioned floor area above grade(ft2) 3665 b. N/A R= ft2 c.N/A R= ft2 Conditioned floor area below grade(ft2) 0 11.Ducts R ft2 7. Windows(739.0 sqft.) Description Area a.Sup:Attic,Ret:Attic,AH: 1st Floor 6 185 a. U-Factor. Dbl,U=0.33 419.00 ft2 SHGC: SHGC=0.22 b. U-Factor: Dbl,U=0.37 320.00 ft2 12.Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.27 a.Central Unit 56.5 SEER:14.00 c. U-Factor: N/A ft2 SHGC: 13.Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a.Electric Heat Pump 56.5 HSPF:8.50 SHGC: Area Weighted Average Overhang Depth: 4.796 ft. Area Weighted Average SHGC: 0.242 14.Hot water systems a.Propane Tankless Cap: 1 gallons 8. Floor Types (812.0 sqft.) Insulation Area EF:0.590 a.Floor over Garage R=19.0 475.00 ft2 b. Conservation features b.Raised Floor R=19.0 337.00 ft2 None c.N/A R= ft2 15.Credits Pstat Total Proposed Modified Loads: 106.05 Glass/Floor Area: 0.202 PASS Total Baseline Loads: 108.25 404 I hereby certify that the plans and specifications covered by Review of the plans and ;j'`0.,'ME ST,gT� N. this calculation are in compliance with the Florida Energy specifications covered by this .,c ti' .,� i ;,,0�, Code. calculation indicates compliance �4v./ ;r ••.4., with the Florida Energy Code. ? „. ° `a °�� Off+ PREPARED BY: Ben W. Smith Before construction is completed 8 all_ 4 �= DATE: April 17,2019 _ this building will be inspected for •.. , ; ;A e compliance with Section 553.908 ..."10,--t1;,-b'° Florida Statutes. r4 �S •' I hereby certify that this building, as designed, is in compliance ',,('t' fi �0,'S/ with the Florida Energy Code. �'t GOD wET4.-9. OWNER/AGENT: P ite" BUILDING OFFICIAL: / y 7�a6,1g, DATE: 7 -• t7`� 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 6.00 ACH50(R402.4.1.2). 4/17/2019 2:20 PM EnergyGauge®USA 6.0.02(Rev.1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 1 of 5 OFFICE COPY FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Childers Residence Builder Name: CEM Builders Street: 366 5th St. Permit Office: Atlantic Beach City,State,Zip: Atlantic Beach, FL,32233 Permit Number: Owner: Mr.&Mrs. Childers Jurisdiction: 261100 Design Location: FL,Jacksonville County: Duval(Florida Climate Zone 2) -Ax MN 1. New construction or existing New(From Plans) 9. Wall Types(3840.8 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Frame-Wood, Exterior R=19.0 3380.80 ft' b. Frame-Wood,Adjacent R=13.0 460.00 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 (2250.0 sqft.) Insulation Area a. Roof Deck(Unvented) R=20.0 2250.00 ft2 6. Conditioned floor area above grade(ft') 3665 b. N/A R= ft2 Conditioned floor area below grade(ft') 0 c.N/A R= ft2 11. Ducts R ft2 7. Windows(739.0 sqft.) Description Area a. Sup:Attic, Ret:Attic,AH: 1st Floor 6 185 a. U-Factor: Dbl,U=0.33 419.00 ft2 SHGC: SHGC=0.22 b. U-Factor: Dbl,U=0.37 320.00 ft' 12.Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.27 a. Central Unit 56.5 SEER:14.00 c. U-Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 56.5 HSPF:8.50 SHGC: Area Weighted Average Overhang Depth: 4.796 ft. Area Weighted Average SHGC: 0.242 14. Hot water systems 8. Floor Types (812.0 sqft.) Insulation Area a. Propane Tankless Cap: 1 gallons EF:0.590 a. Floor over Garage R=19.0 475.00 ft' b. Conservation features b. Raised Floor R=19.0 337.00 ft' None c.N/A R= ft2 15.Credits Pstat Total Proposed Modified Loads: 106.05 Glass/Floor Area: 0.202 PASS Total Baseline Loads: 108.25 I hereby certify that the plans and specifications covered by Review of the plans and :+ •otlESTgp ... ,• this calculation are in compliance with the Florida Energy specifications covered by this ti -r. _ ._O': Code. calculation indicates compliance ;� ,, ;',':�• with the Florida Energy Code. //,,,,:v•, - -';,4,;`O• ? aL PREPARED BY: Ben W. Smith Before construction is completed c _l • _ • April 17,2019 1 a --a '-'-- DATE: this building will be inspected for ; O ;• • •s • compliance with Section 553.908 . trey) ° I hereby certify that this building, as designed, is in compliance Florida Statutes. 's•./4, *"...41V: • with the Florida Energy Code. ''••.,Cop WEJ•''' OWNER/AGEN : d bifte2 BUILDING OFFICIAL: ///12- 7� 6 .l g DATE: 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 6.00 ACH50(R402.4.1.2). 4/17/2019 2:20 PM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 1 of 5 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT PROJECT Title: Childers Residence Bedrooms: 4 Address Type: Street Address Building Type: User Conditioned Area: 3665 Lot# 26 Owner Name: Mr. &Mrs.Childers Total Stories: 2 Block/Subdivision: Timucuana Bluff #of Units: 1 Worst Case: No PlatBook: Builder Name: CEM Builders Rotate Angle: 0 Street: 366 5th St. Permit Office: Atlantic Beach Cross Ventilation: No County: Duval Jurisdiction: 261100 Whole House Fan: No City,State,Zip: Atlantic Beach, Family Type: Single-family FL, 32233 New/Existing: New(From Plans) Comment: CLIMATE Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site 97.5% 2.5% Winter Summer Degree Days Moisture Range FL,Jacksonville FL_JACKSONVILLE_INT 32 93 70 75 1281 49 Medium BLOCKS Number Name Area Volume 1 Block1 3665 36650 SPACES Number Name Area Volume Kitchen Occupants Bedrooms 'Mil ID Finished Cooled Heated 1 1st Floor 1415 14150 Yes 2 1 Yes Yes Yes 2 2nd Floor 2250 22500 Yes 8 4 1 Yes Yes Yes FLOORS V # Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Floor over Garage 2nd Floor ____ ____ 475 ft2 19 0.2 0 0.8 2 Raised Floor 2nd Floor ____ ____ 337 ft2 19 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 Hip Composition shingles 2437 ft2 0 ft2 Medium N 0.75 No 0.9 No 20 22.6 ATTIC V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Unvented 0 2250 ft2 N N 4/17/2019 2:20 PM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 2 of 5 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT CEILING V # Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic(Unvented) 2nd Floor 0 Batt 2250 ft' 0 Wood WALLS \/ Adjacent Cavity Width Height Sheathing Framing Solar Below V # Qrnt Ta Wall Type Space R_vaiu, Ft_ In Ft In Area R-Value Fraction Absor Grade% 1 W Exterior Frame-Wood 1st Floor 19 31 10 310.0 ft' 0.23 0.75 0 2 S Exterior Frame-Wood 1st Floor 19 35 10 350.0 ft' 0.23 0.75 0 3 E Exterior Frame-Wood 1st Floor 19 52 10 520.0 ft' 0.23 0.75 0 4 N Exterior Frame-Wood 1st Floor 19 10 10 100.0 ft' 0.23 0.75 0 5 S Garage Frame-Wood 1st Floor 13 46 10 460.0 ft' 0.23 0.75 0 6 W Exterior Frame-Wood 2nd Floor 19 70 10 700.0 ft' 0.23 0.75 0 7 S Exterior Frame-Wood 2nd Floor 19 15 5 10 154.2 ft' 0.23 0.75 0 8 S Exterior Frame-Wood 2nd Floor 19 30 10 300.0 ft' 0.23 0.75 0 9 E Exterior Frame-Wood 2nd Floor 19 59 8 10 596.7 ft' 0.23 0.75 0 10 N Exterior Frame-Wood 2nd Floor 19 35 10 350.0 ft' 0.23 0.75 0 DOORS V # Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 N Insulated 1st Floor Metal .46 3 6 8 28 ft' 2 S Insulated 1st Floor None .46 3 6 8 20 ft' WINDOWS Orientation shown is the entered. Proposed orientation. / Wall Overhang V # Omt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 W 1 Vinyl Low-E Double Yes 0.33 0.22 N 37.5 ft' 1 ft 6 in 12 ft 6 in None None 2 S 2 Vinyl Low-E Double Yes 0.33 0.22 N 10.0 ft' 10 ft 6 in 1 ft 6 in None None 3 S 2 Vinyl Low-E Double Yes 0.37 0.27 N 128.0 ft2 10 ft 0 in 1 ft 0 in None None 4 E 3 Vinyl Low-E Double Yes 0.33 0.22 N 87.5 ft' 1 ft 6 in 12 ft 6 in None None 5 N 4 Vinyl Low-E Double Yes 0.33 0.22 N 12.0 ft' 10 ft 0 in 1 ft 6 in None None 6 W 6 Vinyl Low-E Double Yes 0.33 0.22 N 25.0 ft2 1 ft 6 in 1 ft 6 in None None 7 W 6 Vinyl Low-E Double Yes 0.33 0.22 N 16.0 ft' 1 ft 6 in 1 ft 6 in None None 8 W 6 Vinyl Low-E Double Yes 0.33 0.22 N 52.5 ft' 1 ft 6 in 1 ft 6 in None None 9 W 6 Vinyl Low-E Double Yes 0.33 0.22 N 20.0 ft' 1 ft 6 in 1 ft 6 in None None 10 S 7 Vinyl Low-E Double Yes 0.33 0.22 N 25.0 ft' 1 ft 6 in 1 ft 6 in None None 11 S 8 Vinyl Low-E Double Yes 0.33 0.22 N 40.0 ft2 10 ft 0 in 1 ft 6 in None None 12 S 8 Vinyl Low-E Double Yes 0.37 0.27 N 96.0 ft' 10 ft 0 in 1 ft 6 in None None 13 E 9 Vinyl Low-E Double Yes 0.33 0.22 N 25.0 ft' 1 ft 6 in 1 ft 6 in None None 14 E 9 Vinyl Low-E Double Yes 0.33 0.22 N 16.0 ft' 1 ft 6 in 1 ft 6 in None None 15 E 9 Vinyl Low-E Double Yes 0.33 0.22 N 52.5 ft' 1 ft 6 in 1 ft 6 in None None 16 N 10 Vinyl Low-E Double Yes 0.37 0.27 N 96.0 ft' 1 ft 6 in 1 ft 6 in None None 4/17/2019 2:20 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 GARAGE ✓ # Floor Area Ceiling Area Exposed Wall Perimeter Avg.Wall Height Exposed Wall Insulation 1 625 ft2 625 ft' 78 ft 10 ft 19 INFILTRATION # Scope Method SLA CFM 50 ELA EqLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000381 3665 201.2 378.39 .2069 6 HEATING SYSTEM ✓ # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ Split HSPF:8.5 56.5 kBtu/hr 1 sys#1 COOLING SYSTEM ✓ # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER: 14 56.5 kBtu/hr 1695 cfm 0.75 1 sys#1 HOT WATER SYSTEM V # System Type SubType Location EF Cap Use SetPnt Conservation 1 Propane Tankless 1st Floor 0.59 1 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM V FSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF None None ft' DUCTS —Supply— —Return— Air CFM 25 CFM25 HVAC# V # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 185 ft2 Attic 110 ft2 Default Leakage 1st Floor (Default) (Default) 1 1 4/17/2019 2:20 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 [XX]JJaann (XX]Feb [XX 1 Maarr [XX]Arr F,(]My p)<,1 Jun [XX]Jul [XX 1 AAu [XX]Seepp [XX] Occtt XX]Noovv [XX]Dec Venting ki Jan [Xi Feb [Xi Mar X 1 Apr [Xi May ki Jun ki Jul X Aug ki Sep tX1 Oct [Xi Nov ki Dec Thermostat Schedule: FloridaCode 2014 Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling(WD) AM 75 75 75 75 75 75 75 75 75 75 75 75 PM 75 75 75 75 75 75 75 75 75 75 75 75 Cooling (WEH) AM 75 75 75 75 75 75 75 75 75 75 75 75 PM 75 75 75 75 75 75 75 75 75 75 75 75 Heating(WD) AM 72 72 72 72 72 72 72 72 72 72 72 72 PM 72 72 72 72 72 72 72 72 72 72 72 72 Heating(WEH) AM 72 72 72 72 72 72 72 72 72 72 72 72 PM 72 72 72 72 72 72 72 72 72 72 72 72 MASS Mass Type Area Thickness Furniture Fraction Space Default(8 lbs/sq.ft. 0 ft' 0 ft 0.3 1st Floor Default(8 lbs/sq.ft. 0 ft2 0 ft 0.3 2nd Floor 4/17/2019 2:20 PM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 5 of 5 OFFICE COPY Residential Equipment Selection Summary EnergyGauge Childers Residence 5/2/2019 366 5th St. Block 1, Heating Systeml, Cooling Systeml Atlantic Beach, FL Conditions Outdoor Winter Dry Bulb: 29 F Summer Dry Bulb: 95 F Summer Wet Bulb: 77 F Room Winter Dry Bulb: 70 F Summer Dry Bulb: 75 F RH: 55 % Air Entering Indoor Coil Winter Dry Bulb: 70 F Summer Dry Bulb: 80 F Summer Wet Bulb: 67 F Design Loads (Manual J or equivalent) Heating: 38.033 Sensible Cooling: 44.107 Latent Cooling: 8.795 Air Flow Estimate Heating CFM: 1800 Cooling CFM: 1800 Equipment information -Heating Type: Electric Heat Pump Manufacturer: Goodman Nominal Capacity: 56.50 Outdoor Model: GSZ14060 AHRI Number: 7995680 Indoor Model: ASPT61D Equipment Information -Cooling Type: Electric Heat Pump Manufacturer: Goodman Speed: Single-Speed Outdoor Model: GSZ14060 AHRI Number: 7995680 Indoor Model: ASPT61D AHRI/Nominal Capacity: 56.50 OEM Capacity at Design Conditions Total Latent Sensible Sens plus excess Latent 56.5 12.5 44.0 45.9 Manual S Compliance-Cooling Cooling-Only Equipment or Cooling Mode of Heat Pump in Condition A Climate Total: Required: 90— 115% Actual: 107 % Passes Manual S for Total PASS Latent: Required: 100— 150% Actual: 142 % Manual S 61,14 1i,, ' E.:,.Sensible: Required: 90% or more Actual: 104 % Manual S to iltieo t-•-. hA S D Heat Pump equipment is sized for cooling. JUL 2 3 2019 hereby certify that Prepared by: Ex U1!dlnr J Department the equipment selected is in ' , "'�' ''',e `"1l' accordance with ACCA Manual S. Date: • Residential Equipment Selection Summary Manual S Heat Pump Supplemental Requirements EnergyGauge Childers Residence 5/2/2019 366 5th St. Block 1, Heating Systeml, Cooling Systeml Atlantic Beach, FL Thermal Balance Point Design Temperature 29.0 °F 50 ---�' AHRI Capacity Load at Design T 38.0 Mbtuh 45 II Building Loads 40 I Design Load Thermal Balance Point 21.5 °F • 3 35 30 AHRI/Nominal Capacity 56.50 Mbtuh m 25 OEM Capacity at design T 49 Mbtuh a 20 15 10 Supplemental Heat Required * None 5 Supplemental Heat Installed 5.0 KW 0 20 30 40 50 60 % of supplemental requirement -182.1 % Outdoor Air tem perature(Fj % Required: 95%- 175% Fails Manual S supplemental heat requirement The difference between the Manual J building load at design temperature and the Original Equipment Manufacter's published capacity at desigh temperature.(ACCA Manual S, Section 2-11) Residential Equipment Selection Summary EnergyGauge Childers Residence 5/2/2019 366 5th St. Block 1, Heating System 1, Cooling System 1 Atlantic Beach, FL Conditions Outdoor Winter Dry Bulb: 29 F Summer Dry Bulb: 95 F Summer Wet Bulb: 77 F Room Winter Dry Bulb: 70 F Summer Dry Bulb: 75 F RH: 55 % Air Entering Indoor Coil Winter Dry Bulb: 70 F Summer Dry Bulb: 80 F Summer Wet Bulb: 67 F Design Loads(Manual J or equivalent) Heating: 38.033 Sensible Cooling: 44.107 Latent Cooling: 8.795 Air Flow Estimate Heating CFM: 1800 Cooling CFM: 1800 Equipment Information -Heating Type: Electric Heat Pump Manufacturer: Goodman Nominal Capacity: 56.50 Outdoor Model: GSZ14060 AHRI Number: 7995680 Indoor Model: ASPT61D Equipment Information -Cooling Type: Electric Heat Pump Manufacturer: Goodman Speed: Single-Speed Outdoor Model: GSZ14060 AHRI Number: 7995680 Indoor Model: ASPT61D AHRI/Nominal Capacity: 56.50 OEM Capacity at Design Conditions Total Latent Sensible Sens plus excess Latent 56.5 12.5 44.0 45.9 Manual S Compliance-Cooling Cooling-Only Equipment or Cooling Mode of Heat Pump in Condition A Climate Total: Required: 90— 115% Actual: 107 % Passes Manual S for Total PASS Latent: Required: 100— 150% Actual: 142 % Manual S for Latent PASS Sensible: Required: 90% or more Actual: 104 % Manual S for Sensible PASS Heat Pump equipment is sized for cooling. I hereby certify that Prepared by: the equipment selected is in accordance with ACCA Manual S. Date: Residential Equipment Selection Summary Manual S Heat Pump Supplemental Requirements EnergyGauge Childers Residence 5/2/2019 366 5th St. Block 1, Heating System 1, Cooling System 1 Atlantic Beach, FL Thermal Balance Point Design Temperature 29.0 °F 50 - --- $ AHRI Capacity Load at Design T 38.0 Mbtuh 45 II Building Loads 40 $ Design Load Thermal Balance Point 21.5 °F b 35 33 AHRI/Nominal Capacity 56.50 Mbtuh : u 25 OEM Capacity at design T 49 Mbtuh caa 20 u 15 10 Supplemental Heat Required * None 5 Supplemental Heat Installed 5.0 KW 0 20 30 40 50 60 % of supplemental requirement -182.1 % Outdoor Airtemperature(F) Required: 95%- 175% Fails Manual S supplemental heat requirement *The difference between the Manual J building load at design temperature and the Original Equipment Manufacter's published capacity at desigh temperature.(ACCA Manual S,Section 2-11) FORM R405-2017 OFFICE COPY 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: IX 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). ® 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 WI 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) SZ1 A completed Envelope Leakage Test Report(usually one page) O If Form R405 duct leakage type indicates anything other than "default leakage", then a completed Form R405 Duct Leakage Test Report(usually one page) 4/17/2019 1:58:45 PM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017)Compliant Software Page 1 of 1 i FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Childers Residence Builder Name: CEM Builders Street: 366 5th St. Permit Office: Atlantic Beach City,State,Zip: Atlantic Beach,FL,32233 Permit Number: Owner: Mr. &Mrs.Childers Jurisdiction: 261100 Design Location: FL,Jacksonville County: Duval(Florida Climate Zone 2) 1. New construction or existing New(From Plans) 9. Wall Types(3840.8 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Frame-Wood, Exterior R=19.0 3380.80 ft2 b. Frame-Wood,Adjacent R=13.0 460.00 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 (2250.0 sqft.) Insulation Area a. Roof Deck(Unvented) R=20.0 2250.00 ft2 6. Conditioned floor area above grade(ft2) 3665 b. N/A R= ft2 Conditioned floor area below grade(ft2) 0 c.N/A R= ft2 11.Ducts R ft2 7. Windows(739.0 sqft.) Description Area a.Sup:Attic,Ret:Attic,AH: 1st Floor 6 185 a. U-Factor: Dbl,U=0.33 419.00 ft2 SHGC: SHGC=0.22 b. U-Factor: Dbl,U=0.37 320.00 ft2 12.Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.27 a.Central Unit 56.5 SEER:14.00 c. U-Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 56.5 HSPF:8.50 SHGC: Area Weighted Average Overhang Depth: 4.796 ft. Area Weighted Average SHGC: 0.242 14. Hot water systems 8. Floor Types (812.0 sqft.) Insulation Area a. Propane Tankless Cap: 1 gallons EF:0.590 a. Floor over Garage R=19.0 475.00 ft2 b. Conservation features b. Raised Floor R=19.0 337.00 ft2 None c.N/A R= ft2 15.Credits Pstat Glass/Floor Area: 0.202 Total Proposed Modified Loads: 106.05 PASS Total Baseline Loads: 108.25 I hereby certify that the plans and specifications covered by Review of the plans and •''••�•IKE STq Code. p Energy calculation indicates compliance TF e this calculation are in compliance with the Florida specifications covered bythis ti _ O� with the Florida Energy Code. : :`,In,, �••. ':,�„.:0 4 PREPARED BY: Ben W. Smith Before construction is completed 1 -it➢c. , - a DATE: April 17,2019 this building will be inspected for -'y e' • compliance with Section 553.908 *....., two I herebycertifythat this building, as designed, is in compliance Florida Statutes. r .:- =.. with the Florida Energy Code. g p COP �4 .." OWNER/AGEN : l 44-� BUILDING OFFICIAL: DATE: ll� 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 6.00 ACH50(R402.4.1.2). 4/17/2019 2:20 PM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 1 of 5 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT PROJECT Title: Childers Residence Bedrooms: 4 Address Type: Street Address Building Type: User Conditioned Area: 3665 Lot# 26 Owner Name: Mr.&Mrs.Childers Total Stories: 2 Block/Subdivision: Timucuana Bluff #of Units: 1 Worst Case: No PlatBook: Builder Name: CEM Builders Rotate Angle: 0 Street: 366 5th St. Permit Office: Atlantic Beach Cross Ventilation: No County: Duval Jurisdiction: 261100 Whole House Fan: No City, State,Zip: Atlantic Beach, Family Type: Single-family FL, 32233 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,Jacksonville FL_JACKSONVILLE_INT 32 93 70 75 1281 49 Medium BLOCKS Number Name Area Volume 1 Blockl 3665 36650 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated 1 1st Floor 1415 14150 Yes 2 1 Yes Yes Yes 2 2nd Floor 2250 22500 Yes 8 4 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Floor over Garage 2nd Floor ____ ____ 475 ft2 19 0.2 0 0.8 2 Raised Floor 2nd Floor ____ ____ 337 ft2 19 0 0 1 ROOF VRoof Gable Roof Rad Solar SA Emitt Emitt Deck Pitch # Type Materials Area Area Color Barr Absor. Tested Tested Insul. (deg) 1 Hip Composition shingles 2437 ft2 0 ft2 Medium N 0.75 No 0.9 No 20 22.6 ATTIC V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Unvented 0 2250 ft2 N N 4/17/2019 2:20 PM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 2 of 5 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT CEILING # Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic(Unvented) 2nd Floor 0 Batt 2250 ft' 0 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below V# Ornt To Wall Type Space R-Value Ft In Ft In Area R-Valla Fraction Absor [;rade°A 1 W Exterior Frame-Wood 1st Floor 19 31 10 310.0 ft' 0.23 0.75 0 _ 2 S Exterior Frame-Wood 1st Floor 19 35 10 350.0 ft' 0.23 0.75 0 _ 3 E Exterior Frame-Wood 1st Floor 19 52 10 520.0 ft' 0.23 0.75 0 4 N Exterior Frame-Wood 1st Floor 19 10 10 100.0 ft' 0.23 0.75 0 5 S Garage Frame-Wood 1st Floor 13 46 10 460.0 ft2 0.23 0.75 0 6 W Exterior Frame-Wood 2nd Floor 19 70 10 700.0 ft' 0.23 0.75 0 7 S Exterior Frame-Wood 2nd Floor 19 15 5 10 154.2 ft' 0.23 0.75 0 8 S Exterior Frame-Wood 2nd Floor 19 30 10 300.0 ft' 0.23 0.75 0 9 E Exterior Frame-Wood 2nd Floor 19 59 8 10 596.7 ft' 0.23 0.75 0 10 N Exterior Frame-Wood 2nd Floor 19 35 10 350.0 ft' 0.23 0.75 0 DOORS V # Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 N Insulated 1st Floor Metal .46 3 6 8 28 ft2 2 S Insulated 1st Floor None .46 3 6 8 20 ft' 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 W 1 Vinyl Low-E Double Yes 0.33 0.22 N 37.5 ft2 1 ft 6 in 12 ft 6 in None None 2 S 2 Vinyl Low-E Double Yes 0.33 0.22 N 10.0 ft' 10 ft 6 in 1 ft 6 in None None 3 S 2 Vinyl Low-E Double Yes 0.37 0.27 N 128.0 ft' 10 ft 0 in 1 ft 0 in None None 4 E 3 Vinyl Low-E Double Yes 0.33 0.22 N 87.5 ft' 1 ft 6 in 12 ft 6 in None None 5 N 4 Vinyl Low-E Double Yes 0.33 0.22 N 12.0 ft' 10 ft 0 in 1 ft 6 in None None 6 W 6 Vinyl Low-E Double Yes 0.33 0.22 N 25.0 ft2 1 ft 6 in 1 ft 6 in None None 7 W 6 Vinyl Low-E Double Yes 0.33 0.22 N 16.0 ft' 1 ft 6 in 1 ft 6 in None None 8 W 6 Vinyl Low-E Double Yes 0.33 0.22 N 52.5 ft2 1 ft 6 in 1 ft 6 in None None 9 W 6 Vinyl Low-E Double Yes 0.33 0.22 N 20.0 ft2 1 ft 6 in 1 ft 6 in None None 10 S 7 Vinyl Low-E Double Yes 0.33 0.22 N 25.0 ft' 1 ft 6 in 1 ft 6 in None None 11 S 8 Vinyl Low-E Double Yes 0.33 0.22 N 40.0 ft2 10 ft 0 in 1 ft 6 in None None 12 S 8 Vinyl Low-E Double Yes 0.37 0.27 N 96.0 ft' 10 ft 0 in 1 ft 6 in None None 13 E 9 Vinyl Low-E Double Yes 0.33 0.22 N 25.0 ft' 1 ft 6 in 1 ft 6 in None None 14 E 9 Vinyl Low-E Double Yes 0.33 0.22 N 16.0 ft' 1 ft 6 in 1 ft 6 in None None 15 E 9 Vinyl Low-E Double Yes 0.33 0.22 N 52.5 ft' 1 ft 6 in 1 ft 6 in None None 16 N 10 Vinyl Low-E Double Yes 0.37 0.27 N 96.0 ft' 1 ft 6 in 1 ft 6 in None None 4/17/2019 2:20 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 GARAGE ✓ # Floor Area Ceiling Area Exposed Wall Perimeter Avg.Wall Height Exposed Wall Insulation 1 625 ft2 625 ft' 78 ft 10 ft 19 INFILTRATION # Scope Method SLA CFM 50 ELA EqLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000381 3665 201.2 378.39 .2069 6 HEATING SYSTEM ✓ # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ Split HSPF:8.5 56.5 kBtu/hr 1 sys#1 COOLING SYSTEM ✓ # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER: 14 56.5 kBtu/hr 1695 cfm 0.75 1 sys#1 HOT WATER SYSTEM V # System Type SubType Location EF Cap Use SetPnt Conservation 1 Propane Tankless 1st Floor 0.59 1 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM V FSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF None None ft2 DUCTS / —Supply-- —Return— Air CFM 25 CFM25 HVAC# V # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Attic 6 185 ft' Attic 110 ft' Default Leakage 1st Floor (Default) (Default) 1 1 4/17/2019 2:20 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 [X]Jan [X]Feb [X]Mar [X]Apr [X]May [X]Jun p)(<1 Jul [X]Aug [X]Sep [X]Oct [X]Nov [X]Dec Heating X Jan X Feb X Mar X Apr X May X Jun Jul X Aug X Sep X Oct X Nov X Dec Venting [X1 Jan [XI Feb ki Mar [XI Apr [X1 May ki Jun ki Jul ki Aug [X1 Sep ki Oct [XI Nov ki Dec Thermostat Schedule: FloridaCode 2014 Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 75 75 75 75 75 75 75 75 75 75 75 75 PM 75 75 75 75 75 75 75 75 75 75 75 75 Cooling (WEH) AM 75 75 75 75 75 75 75 75 75 75 75 75 PM 75 75 75 75 75 75 75 75 75 75 75 75 Heating(WD) AM 72 72 72 72 72 72 72 72 72 72 72 72 PM 72 72 72 72 72 72 72 72 72 72 72 72 Heating(WEH) AM 72 72 72 72 72 72 72 72 72 72 72 72 PM 72 72 72 72 72 72 72 72 72 72 72 72 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 4/17/2019 2:20 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* = 98 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 1st Floor 3. No. of units(if multiple-family) 3. 1 4. Number of bedrooms 4. 4 13. Cooling system: Capacity 56.5 a) Split system SEER 14.0 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. 3665 d) Room unit/PTAC EER e) Other 7. Windows, type and area a) U-factor:(weighted average) 7a. 0.347 b) Solar Heat Gain Coefficient(SHGC) 7b. 0.242 14. Heating system: Capacity 56.5 c)Area 7c. 739.0 a) Split system heat pump HSPF 8.5 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. Floor type, insulation level: a) Slab-on-grade (R-value) 9a. b)Wood, raised (R-value) 9b. 19.0 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% B. Adjacent: g) Other 1.Wood frame (Insulation R-value) 10B1. 13.0 2. Masonry (Insulation R-value) 10B2. 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 11b. 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: C J Date: 7 - /7_ /9 Address of New Home: 366 5th St. City/FL Zip: Atlantic Beach, FL 32233 4/17/2019 2:21:35 PM EnergyGauge®USA 6.0.02(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: 366 5th St. Permit Number: Atlantic Beach, FL, 32233 MANDATORY REQUIREMENTS See individual code sections for full details. ✓ SECTION R401 GENERAL © R401.3 Energy Performance Level(EPL)display card(Mandatory). The 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. X❑ 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 envelofilee 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 Installation.The 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. E R402.4.3 Fenestration air Ieakage.Windows,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. 4/17/2019 1:59 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 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. QX R403.1.1 Thermostat provision(Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. X❑ 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. X❑ 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. X❑ 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 manufacturer's air 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. ®R403.4 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. 111 R403.5.1 Heated water circulation and temperature maintenance systems(Mandatory). Heated 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 X 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 tum off the pump when the water in the circulation loop is at the desired temperature and when there is no demand for hot water. ❑X 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. 4/17/2019 1:59 PM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) • 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'/ 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). ❑X 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. O 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. ❑X 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 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 4/17/2019 1:59 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. X❑ 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. sW of the design requirements calculated according to the procedure selectedElectricresistance in Sectionfurnaces R403.hall7.1.be sized within 4 k ❑ R403.7.1.2.3 Fossil fuel heating equipment. capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in The 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 El R403.8 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. 4/17/2019 1:59 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. R403.11 Portable spas(Mandatoryl)he energy consumption of electric-powered portable spas shall be controlled by the requirements of APSP-14. SECTION R404 ELECTRICAL POWER AND LIGHTING SYSTEMS ® 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).Fuel gas lighting systems shall not have continuously burning pilot lights. 4/17/2019 1:59 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: Childers Residence Builder Name: CEM Builders Street: 366 5th St. Permit Office: Atlantic Beach City,State,Zip: Atlantic Beach , FL, 32233 Permit Number: Owner: Mr.&Mrs. Childers Jurisdiction: 261100 w Design Location: FL,Jacksonville U COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA X 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. X requirements Breaks or joints in the air barrier shall be sealed. The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit Ceiling/attic the insulation and any gaps in the air barrier shall be sealed. shall be aligned with the air barrier. X 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 shall be insulated by completely filling the cavity sealed. with a material having a thermal resistance of R-3 X Knee walls shall be sealed. 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 X and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. X Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to (including insulation. maintain permanent contact with the underside of above-garage subfloor decking,or floor framing cavity insulation X and cantilevered shall be permitted to be in contact with the top side floors) 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 Where provided instead of floor insulation,insulation x a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace Shafts, penetrations Duct shafts,utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. X Batts in narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filled by insulation that on X installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. X Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall 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 X extend behind oioing and wiring. Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated. X Electrical/phone box or The air barrier shall be installed behind electrical or communication X 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 X sprinklers sealed 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 rilates_aarLyalLs or ceilings. a. In addition,inspection of log walls shall be in accordance with the provisions of ICC-400. 4/17/2019 2:00 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: CEM Builders Community: Lot: NA Address: 366 5th St. City: Atlantic Beach State: FL Zip: 32233 Air Leakage Test Results Passing results must meet either the Performance, Prescriptive; or ERI Method 0 PRESCRIPTIVE 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. OPERFORMANCE 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): 6 000 x 60 _ 36650 = Method for calculating building volume: CFM(50) Building Volume ACH(50) O Retrieved from architectural plans PASS •Code software calculated When ACH(50) is less than 3, Mechanical Ventilation installation Q 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: 4/17/2019 2:00:27 PM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017)Compliant Software Page 1 of 1 Residential System Sizing Calculation Summary Mr. & Mrs. Childers Project Title: 366 5th St. Childers Residence Atlantic Beach, FL 32233 4/17/2019 Location for weather data: Jacksonville, FL - Defaults: Latitude(30.5) Altitude(30 ft.) Temp Range(M) Humidity data: Interior RH (50%) Outdoor wet bulb (77F) Humidity difference(49gr.) Winter design temperature(TMY3 99%) 29 F Summer design temperature(TMY3 99%) 95 F Winter setpoint 70 F Summer setpoint 75 F Winter temperature difference 41 F Summer temperature difference 20 F Total heating load calculation 38033 Btuh Total cooling load calculation 52902 Btuh Submitted heating capacity % of calc Btuh Submitted cooling capacity % of calc Btuh Total (Electric Heat Pump) 148.6 56500 Sensible (SHR= 0.75) 96.1 42375 Heat Pump +Auxiliary(0.0kW) 148.6 56500 Latent 160.6 14125 Total (Electric Heat Pump) 106.8 56500 WINTER CALCULATIONS Winter Heating Load (for 3665 sqft) Load component Load Window total 739 sqft 10523 Btuh [ellings(11.6%.1) Wall total 3054 sgft 9882 Btuh ( 1'IntlorrsiT'7°,i Door total 48 sgft 905 Btuh Ceiling total 2250 sqft 4414 Btuh Floor total See detail report 1669 Btuh Infiltration 202 cfm 9113 Btuh Duct loss 1526 Btuh { :,'allsi26.0%j) Ducts i4.0%) Subtotal 38033 Btuh Ventilation 0 cfm 0 Btuh TOTAL HEAT LOSS 38033 Btuh Inel.(24.o%) Floors(4.4%j SUMMER CALCULATIONS��rs(�.4%, Summer Cooling Load (for 3665 sgft) Load component Load Window total 739 sqft 14364 Btuh Wall total 3054 sqft 5305 Btuh Ceilings(53°r6) Door total 48 sqft 572 Btuh Ceiling total 2250 sqft 2799 Btuh Walls(10.0%) Windows(272%) Floor total 611 Btuh Infiltration 152 cfm 3334 Btuh Floors(1.2%) Internal gain 16100 Btuh Doors(1.1%) Duct gain 1022 Btuh Sens.Ventilation 0 cfm 0 Btuh Blower Load 0 Btuh Infil.(15.8%) Latent int(5.3%) Total sensible gain 44107 Btuh Latent gain(ducts) 946 Btuh Latent gain(infiltration) 5049 Btuh Latent gain(ventilation) 0 Btuh Oucts(3.7%) Latent gain(internal/occupants/other) 2800 Btuh Int.Gain(30.4%) Total latent gain 8795 Btuh TOTAL HEAT GAIN 52902 Btuh n..ry EnergyGauge®S stem Sizin 8th Edition PREPARED BY: ben W. Smith DATE: April 17. 2019 MANUAL J EnergyGauge®/USRCZB v6.1 Residential Window Diversity MidSummer Mr. & Mrs. Childers Project Title: 366 5th St. Childers Residence Atlantic Beach, FL 32233 4/17/2019 Weather data for: Jacksonville - Defaults Summer design temperature 95 F Average window load for July 7092 Btuh Cooling setpoint 75 F Peak window load for July 8551 Btuh Summer temperature difference 20 F Excusion limit(130% of Ave.) 9219 Btuh Latitude 30.5 North Window excursion (July) None WINDOW Average and Peak Loads TCh art geii'Tl'o"a."i.�� 4-111 Q7•i a a OM a_a-s- 9.000 8.500 • 8.000 7.500 • ' 7.000 •• • 6.500 r' •. 6.000 /' ,y '�• 5.500 '• 5.000 ,. 8 10 12 14 16 18 20 • -• '.'Window Load (Btuh) -• Limit for excursion 12 Hour Average Total July Window Load(Radiation and conduction) The midsummer window load for this house does not exceed the window load excursion limit. This house has adequate midsummer window diversity. Perwei try EnergyGauge®System Sizing for Florida residences only PREPARED BY: Ben W. Smith vdmimpompiam DATE: April 17, 2019 MRNURL EnergyGauge®/USRCZB v6.1 System Sizing Calculations - Winter Residential Load - Whole House Component Details Mr. & Mrs. Childers Project Title: 366 5th St. Childers Residence Atlantic Beach, FL 32233 Building Type: User 4/17/2019 Reference City: Jacksonville, FL (Defaults) Winter Temperature Difference: 41.0 F (TMY3 99%) Component Loads for Whole House Window Panes/Type Frame U Orientation Area(sqft) X HTM= Load 1 2, NFRC 0.22 Vinyl 0.33 W 37.5 13.5 507 Btuh 2 2, NFRC 0.22 Vinyl 0.33 S 10.0 13.5 135 Btuh 3 2, NFRC 0.27 Vinyl 0.37 S 128.0 15.2 1942 Btuh 4 2, NFRC 0.22 Vinyl 0.33 E 87.5 13.5 1184 Btuh 5 2, NFRC 0.22 Vinyl 0.33 N 12.0 13.5 162 Btuh 6 2, NFRC 0.22 Vinyl 0.33 W 25.0 13.5 338 Btuh 7 2, NFRC 0.22 Vinyl 0.33 W 16.0 13.5 216 Btuh 8 2, NFRC 0.22 Vinyl 0.33 W 52.5 13.5 710 Btuh 9 2, NFRC 0.22 Vinyl 0.33 W 20.0 13.5 271 Btuh 10 2, NFRC 0.22 Vinyl 0.33 S 25.0 13.5 338 Btuh 11 2, NFRC 0.22 Vinyl 0.33 S 40.0 13.5 541 Btuh 12 2, NFRC 0.27 Vinyl 0.37 S 96.0 15.2 1456 Btuh 13 2, NFRC 0.22 Vinyl 0.33 E 25.0 13.5 338 Btuh 14 2, NFRC 0.22 Vinyl 0.33 E 16.0 13.5 216 Btuh 15 2, NFRC 0.22 Vinyl 0.33 E 52.5 13.5 710 Btuh 16 2, NFRC 0.27 Vinyl 0.37 N 96.0 15.2 1456 Btuh Window Total 739.0(sgft) 10523 Btuh Walls Type Ornt. Ueff. R-Value Area X HTM= Load (Cav/Sh) 1 Frame-Wood - Ext (0.077) 19.0/0.0 273 3.17 863 Btuh 2 Frame-Wood - Ext (0.077) 19.0/0.0 212 3.17 672 Btuh 3 Frame-Wood - Ext (0.077) 19.0/0.0 433 3.17 1370 Btuh 4 Frame-Wood - Ext (0.077) 19.0/0.0 60 3.17 190 Btuh 5 Frame-Wood -Adj (0.089) 13.0/0.0 440 3.64 1601 Btuh 6 Frame-Wood - Ext (0.077) 19.0/0.0 587 3.17 1858 Btuh 7 Frame-Wood - Ext (0.077) 19.0/0.0 129 3.17 409 Btuh 8 Frame-Wood - Ext (0.077) 19.0/0.0 164 3.17 520 Btuh 9 Frame-Wood - Ext (0.077) 19.0/0.0 503 3.17 1594 Btuh 10 Frame-Wood - Ext (0.077) 19.0/0.0 254 3.17 805 Btuh Wall Total 3054(sgft) 9882 Btuh Doors Type Storm Ueff. Area X HTM= Load 1 Insulated- Exterior, m (0.460) 28 18.9 528 Btuh 2 Insulated - Garage, n (0.460) 20 18.9 377 Btuh Door Total 48(sqft) 905Btuh Ceilings Type/Color/Surface Ueff. R-Value Area X HTM= Load 1 Vented Attic/L/Shing (0.025) 38.0/0.0 2250 1.0 2341 Btuh Ceiling Total 2250(sgft) 2341Btuh Floors Type Ueff. R-Value Size X HTM= Load 1 Raised Wood-Adj (0.050) 19.0 475.0 sqft 2.1 977 Btuh 2 Raised - Open (0.050) 19.0 337.0 sqft 2.1 693 Btuh Floor Total 812 sqft 1669 Btuh EnergyGauge®I USRCZB v6.1 Page 1 Manual J Winter Calculations Residential Load - Component Details (continued) Mr. & Mrs. Childers Project Title: 366 5th St. Childers Residence Atlantic Beach, FL 32233 Building Type: User 4/17/2019 Envelope Subtotal: 25322 Btuh Infiltration Type Wholehouse ACH Volume(cuft) Wall Ratio CFM= Natural 0.33 36650 1.00 202.2 9113 Btuh Duct load Average sealed, R6.0, Supply(Att), Return(Att) (DLM of 0.085) 2930 Btuh All Zones Sensible Subtotal All Zones 37365 Btuh hIVHOLE HOUSE TOTALS Subtotal Sensible Heat Loss 37365 Btuh Totals for Heating Ventilation Sensible Heat Loss 0 Btuh Total Heat Loss 37365 Btuh EQUIPMENT 1. Electric Heat Pump Goodman #GSZ14060 56500 Btuh tsvera Key:Window types-NFRC(Requires U-Factor and Shading coefficient(SHGC)of glass as numerical values) th or-Glass as'Clear'or'Tint'(Uses U-Factor and SHGC defaults) U-(Window U-Factor) HTM-(ManualJ Heat Transfer Multiplier) MR Version 8 EnergyGauge®/USRCZB v6.1 Page 2 System Sizing Calculations - Summer Residential Load - Whole House Component Details Mr. & Mrs. Childers Project Title: 366 5th St. Childers Residence Atlantic Beach, FL 32233 4/17/2019 Reference City: Jacksonville, FL Temperature Difference: 20.0F(TMY3 99%) Humidity difference: 49gr. Component Loads for Whole House Type" Overhang Window Area(sqft) HTM Load Window Panes SHGC U InSh IS Omt Len Hgt Gross Shaded Unshaded Shaded Unshaded 1 2 NFRC 0.22,0.33 No No W 1.5ft 12.5f 37.5 0.0 37.5 11 28 1041 Btuh 2 2 NFRC 0.22,0.33 No No S 10.5f 1.5ft 10.0 10.0 0.0 11 13 112 Btuh 3 2 NFRC 0.27,0.37 No No S 10.0f 1.0ft 128.0 128.0 0.0 13 15 1670 Btuh 4 2 NFRC 0.22,0.33 No No E 1.5ft 12.5f 87.5 0.0 87.5 11 28 2429 Btuh 5 2 NFRC 0.22,0.33 No No N 10.0f 1.5ft 12.0 0.0 12.0 11 11 134 Btuh 6 2 NFRC 0.22,0.33 No No W 1.5ft 1.5ft 25.0 0.0 25.0 11 28 694 Btuh 7 2 NFRC 0.22,0.33 No No W 1.5ft 1.5ft 16.0 0.0 16.0 11 28 444 Btuh 8 2 NFRC 0.22,0.33 No No W 1.5ft 1.5ft 52.5 0.0 52.5 11 28 1457 Btuh 9 2 NFRC 0.22,0.33 No No W 1.5ft 1.5ft 20.0 0.0 20.0 11 28 555 Btuh 10 2 NFRC 0.22,0.33 No No S 1.5ft 1.5ft 25.0 25.0 0.0 11 13 280 Btuh 11 2 NFRC 0.22,0.33 No No S 10.0f 1.5ft 40.0 40.0 0.0 11 13 448 Btuh 12 2 NFRC 0.27,0.37 No No S 10.0f 1.5ft 96.0 96.0 0.0 13 15 1252 Btuh 13 2 NFRC 0.22,0.33 No No E 1.5ft 1.5ft 25.0 0.0 25.0 11 28 694 Btuh 14 2 NFRC 0.22,0.33 No No E 1.5ft 1.5ft 16.0 0.0 16.0 11 28 444 Btuh 15 2 NFRC 0.22,0.33 No No E 1.5ft 1.5ft 52.5 0.0 52.5 11 28 1457 Btuh 16 2 NFRC 0.27, 0.37 No No N 1.5ft 1.5ft 96.0 0.0 96.0 13 13 1252 Btuh Window Total 739 (sqft) 14364 Btu_h__ Walls Type U-Value R-Value Area(sqft) HTM Load Cav/Sheath 1 Frame-Wood-Ext 0.08 19.0/0.0 272.5 1.7 472 Btuh 2 Frame-Wood-Ext 0.08 19.0/0.0 212.0 1.7 367 Btuh 3 Frame-Wood-Ext 0.08 19.0/0.0 432.5 1.7 749 Btuh 4 Frame-Wood-Ext 0.08 19.0/0.0 60.0 1.7 104 Btuh 5 Frame-Wood-Adj 0.09 13.0/0.0 440.0 1.8 781 Btuh 6 Frame-Wood-Ext 0.08 19.0/0.0 586.5 1.7 1015 Btuh 7 Frame-Wood-Ext 0.08 19.0/0.0 129.2 1.7 224 Btuh 8 Frame-Wood-Ext 0.08 19.0/0.0 164.0 1.7 284 Btuh 9 Frame-Wood-Ext 0.08 19.0/0.0 503.2 1.7 871 Btuh 10 Frame-Wood-Ext 0.08 19.0/0.0 254.0 1.7 440 Btuh Wall Total 3054 (sqft) 5305 Btuh Doors Type Area (sqft) HTM Load 1 Insulated-Exterior 28.0 10.2 286 Btuh 2 Insulated-Garage 20.0 14.3 285 Btuh Door Total 48 (sqft) 572 Btuh Ceilings Type/Color/Surface U-Value R-Value Area(sqft) HTM Load 1 Vented Attic/Light/Shingle 0.025 38.0/0.0 2250.0 1.14 2570 Btuh Ceiling Total 2250 (sqft) 2570 Btuh Floors Type R-Value Size HTM Load 1 Raised Wood-Adj 19.0 475(sqft) 0.8 357 Btuh 2 Raised-Open 19.0 337(sqft) 0.8 253 Btuh Floor Total 812.0 (sqft) 611 Btuh Envelope Subtotal: 23422 Btuh EnergyGauge®/USRCZB v6.1 Page 1 Manual J Summer Calculations Residential Load - Component Details (continued) Mr. & Mrs. Childers Project Title: Climate:FL_JACKSONVILLE_INTL_ARPT 366 5th St. Childers Residence Atlantic Beach, FL 32233 4/17/2019 Infiltration Type Average ACH Volume(cuft) Wall Ratio CFM= Load Natural 0.25 36650 1 151.7 3334 Btuh Internal Occupants Btuh/occupant Appliance Load gain 10 X 230 + 11400 13700 Btuh Sensible Envelope Load: 40456 Btuh Duct load Average sealed,Supply(R6.0-Attic),Return(R6.0-Attic) (DGM of 0.079) 3190 Btuh Sensible Load All Zones 43645 Btuh EnergyGauge®/USRCZB v6.1 Page 2 Manual J Summer Calculations Residential Load - Component Details (continued) Mr. & Mrs. Childers Project Title: Climate:FL_JACKSONVILLE_INTL_ARPT 366 5th St. Childers Residence Atlantic Beach, FL 32233 4/17/2019 WHOLE HOUSE TOTALS Sensible Envelope Load All Zones 40456 Btuh Sensible Duct Load 3190 Btuh Total Sensible Zone Loads 43645 Btuh Sensible ventilation 0 Btuh Blower 0 Btuh Whole House Total sensible gain 43645 Btuh Totals for Cooling Latent infiltration gain (for 49 gr. humidity difference) 5049 Btuh Latent ventilation gain 0 Btuh Latent duct gain 951 Btuh Latent occupant gain (10.0 people @ 200 Btuh per person) 2000 Btuh Latent other gain 800 Btuh Latent total gain 8801 Btuh TOTAL GAIN 52446 Btuh EQUIPMENT 1. Central Unit Goodman #GSZ14060 56500 Btuh *Key: Window types(Panes-Number and type of panes of glass) (SHGC-Shading coefficient of glass as SHGC numerical value) (U-Window U-Factor) (InSh-Interior shading device:none(No),Blinds(B),Draperies(D)or Roller Shades(R)) Nrwn/y - For Blinds:Assume medium color,half closed .� For Draperies:Assume medium weave,half closed For Roller shades:Assume translucent,half closed (IS-Insect screen:none(N), Full(F)or Half(1h)) ,06000.04.4046i (IS (Omt-compass orientation) MRNUHL Version 8 EnergyGauge®/USRCZB v6.1 Page 3 System Sizing Calculations - Winter Residential Load - Room by Room Component Details Mr. & Mrs. Childers Project Title: 366 5th St. Childers Residence Atlantic Beach, FL 32233 Building Type: User 4/17/2019 Reference City: Jacksonville, FL (Defaults) Winter Temperature Difference: 41.0 F (TMY3 99%) Component Loads for Room#1: 1st Floor Window Panes/Type Frame U Orientation Area(sqft) X HTM= Load 1 2, NFRC 0.22 Vinyl 0.33 W 37.5 13.5 507 Btuh 2 2, NFRC 0.22 Vinyl 0.33 S 10.0 13.5 135 Btuh 3 2, NFRC 0.27 Vinyl 0.37 S 128.0 15.2 1942 Btuh 4 2, NFRC 0.22 Vinyl 0.33 E 87.5 13.5 1184 Btuh 5 2, NFRC 0.22 Vinyl 0.33 N 12.0 13.5 162 Btuh Window Total 275.0(sqft) 3931 Btuh Walls Type Ornt. Ueff. R-Value Area X HTM= Load (Cav/Sh) 1 Frame-Wood - Ext (0.077) 19.0/0.0 273 3.17 863 Btuh 2 Frame-Wood - Ext (0.077) 19.0/0.0 212 3.17 672 Btuh 3 Frame-Wood - Ext (0.077) 19.0/0.0 433 3.17 1370 Btuh 4 Frame-Wood - Ext (0.077) 19.0/0.0 60 3.17 190 Btuh 5 Frame-Wood -Adj (0.089) 13.0/0.0 440 3.64 1601 Btuh Wall Total 1417(sqft) 4697 Btuh Doors Type Storm Ueff. Area X HTM= Load 1 Insulated- Exterior, m (0.460) 28 18.9 528 Btuh 2 Insulated - Garage, n (0.460) 20 18.9 377 Btuh Door Total 48(sqft) 905Btuh Room Envelope Subtotal: 9533 Btuh Infiltration Type Wholehouse ACH Room Volume Wall Ratio CFM= Natural 0.33 14150 0.46 93.8 4228 Btuh Duct load Average sealed,Supply(R6.0-Attic),Return(R6.0-Attic) (DLM of 0.085) 1171 Btuh Room #1 Sensible Room Subtotal 14932 Btuh EnergyGauge®/USRCZB v6.1 Page 1 Manual J Winter Calculations Residential Load - Component Details (continued) Mr. & Mrs. Childers Project Title: 366 5th St. Childers Residence Atlantic Beach, FL 32233 Building Type: User 4/17/2019 Component Loads for Room#2: 2nd Floor Window Panes/Type Frame U Orientation Area(sqft) X HTM= Load 6 2, NFRC 0.22 Vinyl 0.33 W 25.0 13.5 338 Btuh 7 2, NFRC 0.22 Vinyl 0.33 W 16.0 13.5 216 Btuh 8 2, NFRC 0.22 Vinyl 0.33 W 52.5 13.5 710 Btuh 9 2, NFRC 0.22 Vinyl 0.33 W 20.0 13.5 271 Btuh 10 2, NFRC 0.22 Vinyl 0.33 S 25.0 13.5 338 Btuh 11 2, NFRC 0.22 Vinyl 0.33 S 40.0 13.5 541 Btuh 12 2, NFRC 0.27 Vinyl 0.37 S 96.0 15.2 1456 Btuh 13 2, NFRC 0.22 Vinyl 0.33 E 25.0 13.5 338 Btuh 14 2, NFRC 0.22 Vinyl 0.33 E 16.0 13.5 216 Btuh 15 2, NFRC 0.22 Vinyl 0.33 E 52.5 13.5 710 Btuh 16 2, NFRC 0.27 Vinyl 0.37 N 96.0 15.2 1456 Btuh Window Total 464.0(sqft) 6593 Btuh Walls Type Ornt. Ueff. R-Value Area X HTM= Load (Cav/Sh) 6 Frame-Wood - Ext (0.077) 19.0/0.0 587 3.17 1858 Btuh 7 Frame-Wood - Ext (0.077) 19.0/0.0 129 3.17 409 Btuh 8 Frame-Wood - Ext (0.077) 19.0/0.0 164 3.17 520 Btuh 9 Frame-Wood - Ext (0.077) 19.0/0.0 503 3.17 1594 Btuh 10 Frame-Wood - Ext (0.077) 19.0/0.0 254 3.17 805 Btuh Wall Total 1637(sqft) 5186 Btuh Ceilings Type/Color/Surface Ueff. R-Value Area X HTM= Load 1 Vented Attic/L/Shing (0.025) 38.0/0.0 2250 1.0 2341 Btuh Ceiling Total 2250(sqft) 2341 Btuh Floors Type Ueff. R-Value Size X HTM= Load 1 Raised Wood -Adj (0.050) 19.0 475.0 sqft 2.1 977 Btuh 2 Raised - Open (0.050) 19.0 337.0 sqft 2.1 693 Btuh Floor Total 812 sqft 1669 Btuh Room Envelope Subtotal: 15790 Btuh Infiltration Type Wholehouse ACH Room Volume Wall Ratio CFM= Natural 0.33 22500 0.54 108.4 4884 Btuh Duct load Average sealed,Supply(R6.0-Attic),Return(R6.0-Attic) (DLM of 0.085) 1759 Btuh Room#2 Sensible Room Subtotal 22433 Btuh EnergyGauge®/USRCZB v6.1 Page 2 Manual J Winter Calculations Residential Load - Component Details (continued) Mr. & Mrs. Childers Project Title: 366 5th St. Childers Residence Atlantic Beach, FL 32233 Building Type: User 4/17/2019 i/VHOLE HOUSE TOTALS Subtotal Sensible Heat Loss 37365 Btuh Totals for Heating Ventilation Sensible Heat Loss 0 Btuh Total Heat Loss 37365 Btuh EQUIPMENT 1. Electric Heat Pump Goodman#GSZ14060 56500 Btuh Key:Window types-NFRC(Requires U-Factor and Shading coefficient(SHGC)of glass as numerical values) ty or-Glass as'Clear'or'Tint'(Uses U-Factor and SHGC defaults) U-(Window U-Factor) HTM-(ManualJ Heat Transfer Multiplier) imaisommigentRNURL.1 " Version 8 EnergyGauge®/USRCZB v6.1 Page 3 System Sizing Calculations - Summer Residential Load - Room by Room Component Details Mr. & Mrs. Childers Project Title: 366 5th St. Childers Residence Atlantic Beach, FL 32233 4/17/2019 Reference City Jacksonville. FL Temperature Difference 20.OF(TMY3 99%) Humidity difference: 49gr. Component Loads for Room #1: 1st Floor Type* Overhang Window Area(sqft) HTM Load Window Panes SHGC U InSh IS Omt Len Hgt Gross Shaded Unshaded Shaded Unshaded 1 2 NFRC 0.22,0.33 No No W 1.5ft 12.5f 37.5 0.0 37.5 11 28 1041 Btuh 2 2 NFRC 0.22,0.33 No No S 10.5f 1.5ft 10.0 10.0 0.0 11 13 112 Btuh 3 2 NFRC 0.27,0.37 No No S 10.0f 1.0ft 128.0 128.0 0.0 13 15 1670 Btuh 4 2 NFRC 0.22,0.33 No No E 1.5ft 12.5f 87.5 0.0 87.5 11 28 2429 Btuh 5 2 NFRC 0.22,0.33 No No N 10.0f 1.5ft 12.0 0.0 12.0 11 11 134 Btuh Window Total 275 (sqft) 5386 Btuh Walls Type U-Value R-Value Area(sqft) HTM Load Cav/Sheath 1 Frame-Wood-Ext 0.08 19.0/0.0 272.5 1.7 472 Btuh 2 Frame-Wood-Ext 0.08 19.0/0.0 212.0 1.7 367 Btuh 3 Frame-Wood-Ext 0.08 19.0/0.0 432.5 1.7 749 Btuh 4 Frame-Wood-Ext 0.08 19.0/0.0 60.0 1.7 104 Btuh 5 Frame-Wood-Adj 0.09 13.0/0.0 440.0 1.8 781 Btuh Wall Total 1417 (sqft) 2472 Btuh Doors Type Area (sqft) HTM Load 1 Insulated-Exterior 28.0 10.2 286 Btuh 2 Insulated-Garage 20.0 14.3 285 Btuh Door Total 48 (sqft) 572 Btuh Zone Envelope Subtotal: 8430 Btuh Infiltration Type Wholehouse ACH Volume(cuft) Wall Ratio CFM= Load Natural 0.25 14150 0.46 70.4 1547 Btuh Internal Occupants Btuh/occupant Appliance Load gain 2 X 230 + 5700 6160 Btuh Sensible Envelope Load: 16137 Btuh Duct load Average sealed, Supply(R6.0-Attic),Return(R6.0-Attic) (DGM of 0.079) 1272 Btuh Sensible Zone Load 17409 Btuh EnergyGauge®/USRCZB v6.1 Page 1 Manual J Summer Calculations Residential Load - Component Details (continued) Mr. & Mrs. Childers Project Title: Climate:FL_JACKSONVILLE_INTL_ARPT 366 5th St. Childers Residence Atlantic Beach, FL 32233 4/17/2019 1 Component Loads for Room #2: 2nd Floor Type* Overhang Window Area(sqft) HTM Load Window Panes SHGC U InSh IS Omt Len Hgt y Gross Shaded Unshaded Shaded Unshaded 6 2 NFRC 0.22,0.33 No No W 1.5ft 1.5ft 25.0 0.0 25.0 11 28 694 Btuh 7 2 NFRC 0.22,0.33 No No W 1.5ft 1.5ft 16.0 0.0 16.0 11 28 444 Btuh 8 2 NFRC 0.22, 0.33 No No W 1.5ft 1.5ft 52.5 0.0 52.5 11 28 1457 Btuh 9 2 NFRC 0.22,0.33 No No W 1.5ft 1.5ft 20.0 0.0 20.0 11 28 555 Btuh 10 2 NFRC 0.22, 0.33 No No S 1.5ft 1.5ft 25.0 25.0 0.0 11 13 280 Btuh 11 2 NFRC 0.22,0.33 No No S ' 10.0f 1.5ft 40.0 40.0 0.0 11 13 448 Btuh 12 2 NFRC 0.27,0.37 No No S 10.0f 1.5ft 96.0 96.0 0.0 13 15 1252 Btuh 13 2 NFRC 0.22,0.33 No No E 1.5ft 1.5ft 25.0 0.0 25.0 11 28 694 Btuh 14 2 NFRC 0.22,0.33 No No E 1.5ft 1.511 16.0 0.0 16.0 11 28 444 Btuh 15 2 NFRC 0.22, 0.33 No No E 1.5ft 1.5ft 52.5 0.0 52.5 11 28 1457 Btuh 16 2 NFRC 0.27,0.37 No No N 1.5ft 1.5ft 96.0 0.0 96.0 13 13 1252 Btuh Window Total 464 (sqft) 8979 Btuh Walls Type U-Value R-Value Area(sqft) HTM Load Cav/Sheath 6 Frame-Wood-Ext 0.08 19.0/0.0 586.5 1.7 1015 Btuh 7 Frame-Wood-Ext 0.08 19.0/0.0 129.2 1.7 224 Btuh 8 Frame-Wood-Ext 0.08 19.0/0.0 164.0 1.7 284 Btuh 9 Frame-Wood-Ext 0.08 19.0/0.0 503.2 1.7 871 Btuh 10 Frame-Wood-Ext 0.08 19.0/0.0 254.0 1.7 440 Btuh Wall Total 1637 (sqft) 2833 Btuh Ceilings Type/Color/Surface U-Value R-Value Area(sqft) HTM Load 1 Vented Attic/Light/Shingle 0.025 38.0/0.0 2250.0 1.14 2570 Btuh Ceiling Total 2250 (sqft) 2570 Btuh Floors Type R-Value Size HTM Load 1 Raised Wood-Adj 19.0 475(sqft) 0.8 357 Btuh 2 Raised-Open 19.0 337(sqft) 0.8 253 Btuh Floor Total 812.0 (sqft) 611 Btuh Zone Envelope Subtotal: 14992 Btuh Infiltration Type Wholehouse ACH Volume(cuft) Wall Ratio CFM= Load Natural 0.25 22500 0.54 81.3 1787 Btuh Internal Occupants Btuh/occupant Appliance Load gain 8 X 230 + 5700 7540 Btuh Sensible Envelope Load: 24319 Btuh Duct load Average sealed,Supply(R6.0-Attic), Return(R6.0-Attic) (DGM of 0.079) 1917 Btuh Sensible Zone Load 26237 Btuh EnergyGauge®/USRCZB v6.1 Page 2 Manual J Summer Calculations Residential Load - Component Details (continued) Mr. & Mrs. Childers Project Title: Climate:FL_JACKSONVILLE_INTL_ARPT 366 5th St. Childers Residence Atlantic Beach, FL 32233 4/17/2019 EnergyGauge®/USRCZB v6.1 Page 3 a Manual J Summer Calculations Residential Load - Component Details (continued) Mr. & Mrs. Childers Project Title: Climate:FL_JACKSONVILLE_INTL_ARPT 366 5th St. Childers Residence Atlantic Beach, FL 32233 4/17/2019 WHOLE HOUSE TOTALS Sensible Envelope Load All Zones 40456 Btuh Sensible Duct Load 3190 Btuh Total Sensible Zone Loads 43645 Btuh Sensible ventilation 0 Btuh Blower 0 Btuh Whole House Total sensible gain 43645 Btuh Totals for Cooling Latent infiltration gain (for 49 gr. humidity difference) 5049 Btuh Latent ventilation gain 0 Btuh Latent duct gain 951 Btuh Latent occupant gain (10.0 people @ 200 Btuh per person) 2000 Btuh Latent other gain 800 Btuh Latent total gain 8801 Btuh TOTAL GAIN 52446 Btuh EQUIPMENT 1. Central Unit Goodman #GSZ14060 56500 Btuh *Key: Window types(Panes-Number and type of panes of glass) (SHGC-Shading coefficient of glass as SHGC numerical value) (U-Window U-Factor) (InSh-Interior shading device:none(No),Blinds(B),Draperies(D)or Roller Shades(R)) Iwwefy - For Blinds:Assume medium color,half closed For Draperies:Assume medium weave,half closed For Roller shades:Assume translucent,half closed (IS-Insect screen:none(N), Full(F)or Half(Y2)) MRS (Ornt-compass orientation) Version 8 EnergyGauge®/USRCZB v6.1 Page 4 I __t f , Lumber design values are in accordance with ANSI/I-PI 1 section 6.3 These truss designs rely on lumber values established by others. OFFICE COPY ��.mr � "MiTek t u., RE: 18636CE - Childers Residence MiTek USA, Inc. Site Information: 6904 2aLtke East`Blvd. 19 Tampa,FL 33610-4115 Customer Info: CEM Builders Project Name: . Model: Childers Residence Lot/Block: . Subdivision: . Building DepartmentAddress: 366 5th Street, . City: Atlantic Beach State: FL City of Atlantic Bt3i , m_ } 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 8.2 Wind Code: ASCE 7-10 Wind Speed: 130 mph Roof Load: 45.0 psf Floor Load: 55.0 psf This package includes 63 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# Trus4 Name to 1 T17582025 CJ1 7/12/19 23 T17582047 F12A' . ,Fii.. r rt 2/19`'IC , .a p,�-•r W--•-- 2 T17582026 CJ2 7/12/19 24 T17582048 F13 7712/15 , G / Sn1�a6TO, , +AL REVjEW 3 T17582027 CJ3 7/12/19 25 117582049 F14 Agri,7/12/19 111.riSCY(_v,4:,1-1"1LriA� ..,H; .,�;ED 4 T17582028 CJ4 7/12/19 26 T17582050 F15 7/t2/19 0 „, 5 717582029 CJ5 7/12/19 27 T17582051 F16 0 rc�,r,7/12/1.9 �„ 6 T17582030 CJ6 7/12/19 28 T17582052 F18 - 7/12/19 ..h1lT 0 REJECTED: 7 T17582031 CJ7 7/12/19 29 T17582053 F19 7/12/19 8 T17582032 CJ8 7/12/19 30 117582054 F20 7/12/19 -':'/ED FOR DFSIGN COtiFO3'v11TyAt--D O`4;c�gl C.:r,.- 9 T17582033 CJ9 7/12/19 31 T17582055 F21 7/12/19 :.`I?k,AC'D ;;Lr tJTS CPvI}:THE CONTiZgrTi 10 T17582034 EJ1 7/12/19 32 T17582056 F22 IS Ri_SP:. .7/12/19 ;ON;1!;;,,, ; n.;D CORRE�.,TiPJG Dlr;r-�.O 11 T17582035 EJ2 7/12/19 33 T17582057 F24 AT JOB ; 7/112/19 ,�,., moi, II S 12 T17582036 EJ3 7/12/19 34 717582058 F25 F'= ; 7/12/19 ' LER^ �' Ci.EARAN('F' r_� 13 T17582037 F01 7/12/19 35 T17582059 FG 7/12/19 ES 'j ND TECHNIQUES QUANTITIES ITI��, ES OF CON-TRUCT1 A 14 T17582038 F02 7/12/19 36 717582060 FT15 CUi.ir'L:;, 7/12/19 S WORK ';VITH OTHER TRADES AND FULL 16 T17582040 F04 7/12/19 38 T17582062 HJ1 7/12/19 _CONTiZ i DO:Ui""'';TS 82039 F03 7/12/19 37 T17582061 FT 17 T17582041 F05 7/12/19 39 T17582063 HJ 7/12/1 18 717582042 F07 7/12/19 40 T17582064 HJ _.________DATE / /z �y 19 117582043 F08 7/12/19 41 117582065 TO 7/ 2119 3,,�_�� 20 T17582044 F10 7/12/19 42 T17582066 TO 7/12/1.9 I wt�" •�-� �.l;�G LL,,. 21 117582045 F11 7/12/19 43 T17582067 103 7/12/19 .•4 Atlantic Blvd. #261 22 117582046 F12 7/12/19 44 T17582068 TO 7/12/1cksonville, FL 32225 The truss drawing(s) referenced above have been prepared by e\cRP. MiTek USA, Inc. under my direct supervision based on the parameters :• Eprovided by Building Component Supply. •\'� F••'• �'1: No 22839 1. Truss Design Engineer's Name: Finn, Walter / •:* My license renewal date for the state of Florida is February 28, 2021. = tit :-D: ;CCZ IMPORTANT NOTE:The seal on these truss component designs is a certification O STATE OF Z/4/ that the engineer named is licensed in the jurisdiction(s)identified and that the °o 4( •• -` p, s� designs comply with ANSI/TPI 1. These designs are based upon parameters ��• • 0 R 1 O•• `�� shown(e.g.,loads,supports,dimensions,shapes and design codes),which were •i ss/ E� ‘s� given to MiTek or TRENCO. Any project specific information included is for MiTek's or lit•0 N A'�,`o% TRENCO's customers file reference purpose only,and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the Walter P.Finn PE No.22839 applicability of the design parameters or the designs for any particular building. Before use, MiTek USA,Inc.FL Cert 6634 the building designer should verify applicability of design parameters and properly 6904 Parke East Blvd.Tampa FL 33610 incorporate these designs into the overall building design per ANSI/TPI 1,Chapter 2. Date: July 12,2019 Finn, Walter 1 of 2 RE: 18636CE - Childers Residence Site Information: Customer Info: CEM Builders Project Name: . Model: Childers Residence Lot/Block: Subdivision: . Address: 366 5th Street, . City: Atlantic Beach State: FL No. Seal# Truss Name Date 45 T17582069 T05 7/12/19 46 T17582070 T06 7/12/19 47 T17582071 TO6A 7/12/19 48 T17582072 T07 7/12/19 49 T17582073 TO7A 7/12/19 50 T17582074 T08 7/12/19 51 T17582075 TO8A 7/12/19 52 T17582076 T09 7/12/19 53 T17582077 TO9A 7/12/19 54 T17582078 T10 7/12/19 55 T17582079 T11 7/12/19 56 T17582080 T12 7/12/19 57 T17582081 T13 7/12/19 58 T17582082 T14 7/12/19 59 T17582083 T15 7/12/19 60 T17582084 T16 7/12/19 61 T17582085 T17 7/12/19 62 T17582086 V1 7/12/19 63 T17582087 V2 7/12/19 2 of 2 Job Truss Truss Type Qty Ply Childers Residence T17582025 18636CE CJ1 CORNER JACK 5 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s Nov 16 2018 MiTek Industries,Inc. Fri Jul 12 05:23:03 2019 Page 1 I D:HN7I_W yEaVnC8IJYst36jCzTQRq-yRJGsTUOT9Q0?y1 DLPE9VZ7QMv7ZP EQusNU6?nyyvNs -1-4-0 0-10-15 1-4-0 0-10-15 Scale=1:6.5 3 5.0012 2 1 4 2x4= 0-10-15 0-10-15 Plate Offsets(X,Y)-- [2:0-0-2,0-0-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) 0.00 5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.02 Vert(CT) 0.00 5 >999 180 BCLL 10.0 * Rep Stress lncr YES WB 0.00 Horz(CT) 0.00 4 rVa n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-MP Weight:5 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 0-10-15 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=-5/Mechanical,2=171/0-3-8,4=-23/Mechanical Max Horz 2=50(LC 12) Max Uplift 3=-5(LC 1),2=-150(LC 12),4=-23(LC 1) Max Gray 3=9(LC 12),2=171(LC 1),4=24(LC 12) 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=101mph;TCDL=5.0psf;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;porch 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,with BCDL=5.0psf. 4)Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 5 lb uplift at joint 3,150 lb uplift at joint 2 and 23 lb uplift at joint 4. Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cart 6634 8904 Parke East Blvd.Tampa FL 33810 Date: July 12,2019 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/73/2015 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,seeANSV1PI1 Quality Cdt•da,DSI-89 and SCSI Bolding Component 6904 Parke East Blvd. Safety YMormalfonovoilable from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty I Ply Childers Residence T17582026 18636CE CJ2 CORNER JACK 5 1 I Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s Nov 16 2018 Mitek Industries,Inc. Fri Jul 12 05:23:04 2019 Page 1 ID:H N7I_W yEaVnC8IJYst36jCzTORq-Qdte3pV0ESYFd6cPv6mO2mfb51Su8hg240EfYDyyvN r -1-4-0 _ 2-10-15 1-4-0 2-10-15 Scale=1:10.8 3 r- 5.00 12 8 • o_ • , 2 1 4 2x4= 2-10-15 2-10-15 Plate Offsets(X,Y)-- [2:0-1-2,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 I TC 0.10 Vert(LL) 0.01 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.07 Vert(CT) 0.01 4-7 >999 180 BCLL 10.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-MP Weight:11 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 2-10-15 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=61/Mechanical,2=198/0-3-8,4=20/Mechanical Max Horz 2=83(LC 12) Max Uplift 3=-40(LC 12),2=-154(LC 12),4=-31(LC 9) Max Gray 3=61(LC 1),2=198(LC 1),4=37(LC 3) 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=101mph;TCDL=5.0psf;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)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 2-10-3 zone;porch 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,with BCDL=5.Opsf. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 40 lb uplift at joint 3,154 lb uplift at joint 2 and 31 lb uplift at joint 4. Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 12,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE Mil-7473 rev.10/032015 BEFORE USE. mll 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.seeANSIAPI1 Quality Cdt.la,DSB-9 and SCSI Buldhg Component 6904 Parke East Blvd. Safety Infotmatioravailoble from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Childers Residence T17582027 18636CE CJ3 CORNER JACK 5 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s Nov 16 2018 MiTek Industries,Inc. Fri Jul 12 05:23:05 2019 Page 1 ID:HN71_WyEaVnC8IJYst36jCzTQRq-ugQ1 H9Wf?mg6EGBcSgHda_Cjoilrt8wBJgzD4fyyvNq -1-4-0 4-10-15 1-4-0 { 4-10-15 Scale=1:14.9 3 0 0 5.00 12 - 0 8 4 N 2 1 4 3x4= 4-10-15 4-10-15 LOADING (psf) SPACING- 2-0-0 CSI DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) 0.08 4-7 >747 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.28 Vert(CT) 0.07 4-7 >856 180 BCLL 10.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-MP Weight:18 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 4-10-15 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=118/Mechanical,2=261/0-3-8,4=40/Mechanical Max Hoa 2=117(LC 12) Max Uplift 3=-80(LC 12),2—192(LC 12),4=-56(LC 12) Max Gray 3=118(LC 1),2=261(LC 1),4=68(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=101mph;TCDL=5.Opsf;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)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 4-10-3 zone;porch 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,with BCDL=5.0psf. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 80 lb uplift at joint 3,192 lb uplift at joint 2 and 56 lb uplift at joint 4. Walter P.Finn PE No.22839 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date, July 12,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M5-7473 rev.10/032015 BEFORE USE. hit 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,seeANSVTP11 Quality Criteria,055.59 and SCSI lidding Component 6904 Parke East Blvd. Safety I dormalanavailable from Truss Plate Institute.218 N.Lee Sheet Suite 312.Alexandria,VA 22314. Tampa,FL 33610 4- Job Truss Truss Type City Ply Childers Residence T17582028 18636CE CJ4 Corner Jack 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s Nov 16 2018 MiTek Industries,Inc. Fri Jul 12 05:23:06 2019 Page 1 I D:HN7I_W yEaVnC8IJYst36jCzTQRq-N0_PU V W Hm4ozsQmo0Xos7BIwb691cb9KYKj mc6yyvNp -1-4-0 0-10-15 l 1-4-0 0-10-15 Scale=1:6.5 3 5.00 FIT2 'ATi A agill114111111 c.) 1 4 2x4= 0-10-15 0-10-15 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) 0.00 5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.01 Vert(CT) 0.00 5 >999 180 BCLL 10.0 * Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-MP Weight:5 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 0-10-15 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=-5/Mechanical,2=171/0-3-8,4=-23/Mechanical Max Horz 2=50(LC 12) Max Uplift 3=-5(LC 1),2=-137(LC 12),4=-23(LC 1) Max Gray 3=13(LC 12),2=171(LC 1),4=32(LC 12) 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=101mph;TCDL=5.0psf;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;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,with BCDL=5.0psf. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 5 lb uplift at joint 3,137 lb uplift at joint 2 and 23 lb uplift at joint 4. Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 8834 8904 Parke East Blvd.Tampa FL 33810 Date: July 12,2019 Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITES REFERANCE PAGE 14e-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.notMil 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,seeANS1/11111 Quality Cdt.da,DS849 and BCSI Building Component 6904 Parke East Blvd. Safety YdormalIonovoiloble from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Childers Residence T17582029 18636CE CJ5 Corner Jack 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s Nov 16 2018 MiTek Industries,Inc. Fri Jul 12 05:23:06 2019 Page 1 ID:HN7I_W yEaVnC8IJYst36jCzTQRq-NO_PUV W Hm4ozsQmo0Xos7Blwb69ncb9KYKjmc6yyvNp -1-4-0 2-10-15 1-4-0 2-10-15 Scale=1:10.8 3 5.00 Ili 8 • 2 '' 4 2x4= 2-10-15 2-10-15 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) -0.00 7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.05 Vert(CT) -0.00 4-7 >999 180 BCLL 10.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-MP Weight:11 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 2-10-15 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=61/Mechanical,2=198/0-3-8,4=20/Mechanical Max Horz 2=83(LC 12) Max Uplift 3=-32(LC 12),2=-113(LC 12) Max Gray 3=61(LC 1),2=198(LC 1),4=37(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=101mph;TCDL=5.0psf;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)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 2-10-3 zone;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,with BCDL=5.0psf. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 32 lb uplift at joint 3 and 113 lb uplift at joint 2. Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert6634 8904 Parke East Blvd.Tampa FL 33810 Date: July 12,2019 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M/F7473 rev.10N3/2015 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,seeANSVlPl1 QualityCriteria.DSS-89 and SCSI Budding Component 6904 Parke East Blvd. Safety h formafbnavailoble from Truss Rate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 214. Tampa,FL 33610 Job Truss Truss Type City Ply Childers Residence T17582030 18636CE CJ6 Corner Jack 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s Nov 16 2018 MiTek Industries,Inc. Fri Jul 12 05:23:07 2019 Page 1 ID:HN7I_WyEaVnC8IJYst36jCzTQRq-rCYnhrXvXNwgUZL_aEJ5fPH3aW SgL2PUn_SK8YyyvNo -1-4-0 4-10-15 I 1-4-0 4-10-15 Scale=1:14.9 3 ' 5.00 I12 8 2 1 4 2x4= 4-10-15 I 4-10-15 I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) -0.03 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.19 Vert(CT) -0.05 4-7 >999 180 BCLL 10.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-MP Weight:18 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 4-10-15 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=118/Mechanical,2=261/0-3-8,4=40/Mechanical Max Horz 2=117(LC 12) Max Uplift 3=-69(LC 12),2=-123(LC 12) Max Gray 3=118(LC 1),2=261(LC 17),4=69(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=5.0psf;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)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 4-10-3 zone;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,with BCDL=5.0psf. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 69 lb uplift at joint 3 and 123 lb uplift at joint 2. Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 12,2019 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE AM-7473 rev.1eW12015 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. Brocing 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.seeANSVIPI1 Qualify Cdteda,DS1149 and SCSI Bolding Component 6904 Parke East Blvd. Safety Momrafonovoilable from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 E Job 'Truss Truss Type ay Ply Childers Residence T17582031 18636CE CJ7 CORNER JACK 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s Nov 16 2018 MiTek Industries,Inc. Fri Jul 12 05:23:08 2019 Page 1 ID:HN7I_W yEaVnC8IJYst36jCzTQRq-JO69vBYXIh2g6jwB8ygKCcgGywqj4Ufd?eCth_yyvNn -1-4-0 0-10-15 I 1-4-0 I 0-10-15 Scale=1:6.5 3 5.00 12 2 BIliY r a iiiil i o o 1 4 TA. k.1 I 2x4= 0-10-15 0-9-7 Plate Offsets(X,Y)-- [2:0-0-2,0-0-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (roc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) 0.00 5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.02 Vert(CT) 0.00 5 >999 180 BCLL 10.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-MP Weight:5 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 0-10-15 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=-7/Mechanical,4=-26/Mechanical,2=179/0-3-8 Max Horz 2=51(LC 12) Max Uplift 3=-7(LC 1),4=-26(LC 1),2=-158(LC 12) Max Gray 3=11(LC 12),4=27(LC 12),2=179(LC 1) 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=101mph;TCDL=5.0psf;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;porch 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,with BCDL=5.0psf. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 7 lb uplift at joint 3,26 lb uplift at joint 4 and 158 lb uplift at joint 2. Walter P.Finn PE No.22839 Mitek USA,Inc.FL Cert 6634 8904 Parke East Blvd.Tampa FL 33610 Date: July 12,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Me-7473 rev.10/03/2015 BEFORE USE. I 10‘ , Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and Is for an individual building component,not 1 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,seeANSI/lI1 Quality Criteria,D5549 and SCSI Bolding Component 6904 Parke East Blvd. Safety Infomlaffonavoiloble from Truss Plate InstItute,218 N.Lee Street,Suite 312,Alexandria,VA 22314 Tampa,FL 33610 Job Truss Truss Type Qty Ply Childers Residence T17582032 18636CE CJ8 CORNER JACK 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s Nov 16 2018 MiTek Industries,Inc. Fri Jul 12 05:23:09 2019 Page 1 I D:HN7I_W yEaVnC81JYs136jCzTORq-nbgX6W Z93?AXjtV NhfLZIgNRiJ95pxvnElxQDQyyvNm -1-4-0 2-10-15 1-4-0 2-10-15 Scale=1:10.8 3 5.00 I12 8 0 • 2 1 4 3x4= 2.10-15 2-9-7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) 0.01 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.07 Vert(CT) 0.01 4-7 >999 180 BCLL 10.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-MP Weight:11 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 2-10-15 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=61/Mechanical,4=19/Mechanical,2=203/0-3-8 Max Horz 2=84(LC 12) Max Uplift 3=-40(LC 12),4=-30(LC 9),2=-158(LC 12) Max Gray 3=61(LC 1),4=37(LC 3),2=203(LC 1) 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=101mph;TCDL=5.0psf;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)-1-4-11 to 1-7-5,Interior(1)1-7-5 to 2-10-3 zone;porch 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,with BCDL=5.0psf. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 40 lb uplift at joint 3,30 lb uplift at joint 4 and 158 lb uplift at joint 2. Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 12,2019 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE 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,seeANSVIPII Quality Criteria,1:3I149 and PCS!Building Component 6904 Parke East Blvd. Safety Informaforavailoble from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Childers Residence T17582033 18636CE CJ9 CORNER JACK 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s Nov 16 2018 MiTek Industries,Inc. Fri Jul 12 05:23:09 2019 Page 1 ID:HN71_W yEaVnC8IJYst36jCzTQ Rq-nbgX6 W Z93?AXjtVNhfLZIgNOoJ6opxvnEl xQDQyyvNm -1-4-0 4-10-15 1-4-0 4-10-15 Scale=1:14.9 3 5.00 12 0 b 8 ' O N 2 1 4 Nur 3x4= I 4-10-15 I 4-9-7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) 0.08 4-7 >750 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.28 Vert(CT) 0.07 4-7 >859 180 BCLL 10.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-MP Weight:18 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 4-10-15 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=118/Mechanical,4=40/Mechanical,2=265/0-3-8 Max Horz 2=119(LC 12) Max Uplift 3=-79(LC 12),4=-56(LC 12),2=-196(LC 12) Max Gray 3=118(LC 1),4=67(LC 3),2=265(LC 1) 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=101mph;TCDL=5.0psf;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)-1-4-11 to 1-7-5,Interior(1)1-7-5 to 4-10-3 zone;porch 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 fora 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,with BCDL=5.0psf. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 79 lb uplift at joint 3,56 lb uplift at joint 4 and 196 lb uplift at joint 2. Walter P.Finn PE No.22839 Mitek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33810 Date: July 12,2019 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.10032015 BEFORE USE. Design valid for use only with MTek®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,seeANSVIPI1 Qualify Criteria,DS11-69 and IICSI Balding Component 6904 Parke East Blvd. Safety bfomlatlorlovailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 • Job Truss Truss Type Qty Ply Childers Residence T17582034 18636CE EJ1 Monopitch 12 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s Nov 16 2018 MiTek Industries,Inc. Fri Jul 12 05:23:10 2019 Page 1 I D:HN7I_W yEaVnC8IJYst36jCzTQRq-FnEwKsanq I IOLI 4ZFNsoH 1 vXsiQXYO9wTyh_ItyyvNl -1-4-0 6-7-8 1-4-0 6-7-8 2x4 H Scale=1:21.4 3 4 5.00 12 10 c:-- 2 2 1 ■ 3x4= 2x4 II 5 6-7-8 6-7-8 Plate Offsets(X,V)-- [2:0-0-10,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) 0.20 5-8 >385 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.44 Vert(CT) 0.17 5-8 >453 180 BCLL 10.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-MP Weight:26 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.1 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=231/0-5-8,2=313/0-3-8 Max Horz 2=152(LC 12) Max Uplift 5=-202(LC 12),2=-223(LC 12) Max Gray 5=245(LC 2),2=314(LC 2) 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=101mph;TCDL=5.0psf;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)-1-4-11 to 1-7-5,Interior(1)1-7-5 to 6-7-8 zone;porch 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,with BCDL=5.0psf. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 202 lb uplift at joint 5 and 223 lb uplift at joint 2. Walter P.Finn PE No.22839 Mitek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 12,2019 Q WARNING-Verily design parameters end READ NOTES ON THIS AND INCLUDED M?EK REFERANCE 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 on 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,seeANSVlPII Quality Criteria,DSB49 and BCSI Bolding Component 6904 Parke East Blvd. Safety InformafIonovailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qtr Ply Childers Residence T17582035 18636CE EJ2 Jack-Open 5 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s Nov 16 2018 MiTek Industries,Inc. Fri Jul 12 05:23:11 2019 Page 1 ID:HN71_WyEaVnC8IJYst36jCzTQRq-jzolXCaPbcQFzBeIp4O1 gFShR7nwHrP3hcQXHJyyvNk -1-4-0 7-0-0 1-4-0 7-0-0 Scale=1:19.0 3 '1 I12 chi d d1 N 2111111.111 - -- --- 5.00 4 3x4= 700 I 7-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) -0.12 4-7 >693 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.37 Vert(CT) -0.20 4-7 >416 180 BCLL 10.0 * Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 5.0 Code FBC2017/1"PI2014 Matrix-MP Weight:24 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=176/Mechanical,2=330/0-3-8,4=59/Mechanical Max Horz 2=153(LC 12) Max Uplift 3=-104(LC 12),2=-138(LC 12) Max Gray 3=176(LC 1),2=339(LC 17),4=101(LC 17) 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=101mph;TCDL=5.0psf;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)-1-4-0 to 1-8-0,Interior(1)1-8-0 to 6-11-4 zone;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,with BCDL=5.Opsf. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 104 lb uplift at joint 3 and 138 lb uplift at joint 2. Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 8904 Parke East Blvd.Tampa FL 33610 Date: July 12,2019 0 WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10/32015 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.seeANSVIPI1 Quality Cdteda,DS/19 and SCSI Bolding Component 6904 Parke East Blvd. Safely Informalbnovallable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Oty Ply Childers Residence T17582036 18636CE EJ3 JACK-OPEN 7 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 S Nov 16 2018 Mitek Industries,Inc. Fri Jul 12 05:23:12 2019 Page 1 I D:HN7I_W yEaVnC8IJYst36jCzTORq-BAMgIYb2MwZ6aLDyNovGMS?g5X4zOleDwGA4glyyvNj -1-4-0 7-0-0 1-4-0 7-0-0 Scale=1:19.0 3 I' 5.00 12 r o dj 9 b cb N 8 2 ' 4 I� ,/ 3x4= 7-0-0 6-10-8 Plate Offsets(X,Y)-- [2:0-0-6,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) 0.30 4-7 >274 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.57 Vert(CT) 0.26 4-7 >320 180 BCLL 10.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-MP Weight:24 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=175/Mechanical,4=59/Mechanical,2=335/0-3-8 Max Horz 2=154(LC 12) Max Uplift 3=-119(LC 12),4=-83(LC 12),2=-240(LC 12) Max Gray 3=175(LC 1),4=98(LC 2),2=337(LC 2) 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=101mph;TCDL=5.0psf;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)-1-4-11 to 1-7-5,Interior(1)1-7-5 to 6-11-4 zone;porch 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,with BCDL=5.Opsf. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 119 lb uplift at joint 3,83 lb uplift at joint 4 and 240 lb uplift at joint 2. Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 12,2019 1 � Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10V3.2015 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,seeANSI/1PII Quality Cdterla.D51149 and SCSI Bolding Component 6904 Parke East Blvd. Safety tnfomlatbnavailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Childers Residence T17582037 18636CE F01 FLAT GIRDER 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s Nov 16 2018 MiTek Industries,Inc. Fri Jul 12 05:23:16 2019 Page 1 ID:HN71_W yEaVnC8IJYst36jCzTORq-4xbBaweYP83V3yXjcdzCX19R08NJy1Hpru81zW yyvNf 2-8-6I 5-1-4 1 7-6-2 l 9-11-0 l 12-9-0 l 15-5-3 I 18-1-7 I 20-9-10 I 23-5-14 l 26-2-1 I 28-10-5 l 31-6-8 l 34-4-8 l 2-8-6 2-4-14 2-4-14 2-4-14 2-10-0 2-8-4 2-8-4 2-8-4 2-8-4 2-8-4 2-8-4 2-8-4 2-10-0 Scale=1:57.9 4x5= 4x10= 4x10= 8x12= 6x8= 4x10= 4x10= 8x12= 4x8= 1 2 3 4 29 5 6 7 8 9 30 10 31 11 / 122 13 14 il Yr„--;---- l�� if nn8 nrPd[ilj lf� qn I -7I- nn 1 nn fel ` on�'1\n r-..-.r1c------------1„ 11v 28 32 27 33 34 26 35 25 36 24 37 23 38 39 22 40 21 4120 42 19 43 18 44 17 45 16 46 15 JUS24 4x10 = 6x6 = 5x12= 6x6= JUS24 5x12 = JUS24 7x14 MT2OHS= JUS24 4x10 = JUS24 JUS24 5x12= JUS24 JUS24 JUS24 JUS24 JUS24 JUS24 JUS24 JUS24 JUS24 JUS24 JUS24 2-8-6l 5-1-4 7-6-2 i 9-11-0 i 12-9-0 l 15-5-3 18-1-7 i 20-9-10 I 23-5-14 l 26-2-1 i 28-10-5 I 31-6-8 i 34-4-8 2-8-6 2-4-14 2-4-14 2-4-14 2-10-0 2-8-4 2-8-4 2-8-4 2-8-4 2-8-4 2-8-4 2-8-4 2-10-0 Plate Offsets(X,Y)-- [5:0-4-12,0-2-0],[8:0-3-12,0-2-0],[22:0-4-8,0-2-8],[24:0-2-0,0-3-4],[25:0-3-4,0-2-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/dell Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.91 Vert(LL) -0.63 19-20 >460 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.80 Vert(CT) -0.80 19-20 >363 240 MT2OHS 187/143 BCLL 10.0 ' Rep Stress Incr NO WB 0.98 Horz(CT) 0.05 15 fila n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-MS Wind(LL) 0.40 19-20 >721 240 Weight:494 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1`Except* TOP CHORD Structural wood sheathing directly applied or 5-6-6 oc purlins, 1-7:2x4 SP SS except end verticals. BOT CHORD 2x4 SP No.1*Except* BOT CHORD Rigid ceiling directly applied or 4-6-8 oc bracing. 15-20:2x4 SP SS WEBS 2x4 SP No.3*Except* 6-22,8-22,8-20,10-20,10-18,12-18,12-16,14-16:2x4 SP No.1 REACTIONS. (lb/size) 28=-32/0-2-12,15=3018/0-4-12,24=7979/0-5-8 Max Uplift 28=-63(LC 13),15=-1186(LC 5),24=-3092(LC 8) Max Gray 28=70(LC 18),15=3018(LC 1),24=7979(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-28=-167/298,1-2=-441/953,2-3=-441/953,3-4=-3674/9341,4-5=-3674/9341, 5-6=-5819/15029,6-7=-3520/1362,7-8=-3520/1362,8-9=-13295/5158,9-10=-13295/5158, 10-11=-14500/5716,11-12=-14500/5716,12-13=-7002/2775,13-14=-7002/2775, 14-15=-2829/1117 BOT CHORD 26-27=-4181/1722,25-26=-4181/1722,24-25=-15029/5819,23-24=4997/1942, 22-23=4997/1942,21-22=-3667/9481,20-21=-3667/9481,19-20=-5913/15082, 18-19=-5913/15082,17-18=-4713/11919,16-17=-4713/11919,15-16=-103/264 WEBS 1-27=-1119/508,3-27=-1396/3518,3-26=-222/535,3-25=-5623/2184,5-25=-2407/6198, 5-24=-3229/1233,6-24=-10689/4138,6-23=-200/369,6-22=-3538/9135,7-22=-320/104, 8-22=-6395/2481,8-21=-248/584,8-20=-1625/4090,10-20=-1917/810,10-19=-264/626, 10-18=-625/275,12-18=-1076/2768,12-17=-254/606,12-16=-5274/2079, 14-16=-2865/7228 NOTES- 1)3-ply truss to be connected together with 10d(0.131'x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-7-0 oc. Bottom chords connected as follows:2x4-1 row at 0-5-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 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. 3)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=3.Opsf;h=25ft;B=45ft;L=34ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 4)Provide adequate drainage to prevent water ponding. Walter P.Finn PE No.22839 5)All plates are MT20 plates unless otherwise indicated. MiTek USA.Inc.FL Cert 6634 6)All plates are 2x4 MT20 unless otherwise indicated. 6904 Parke East Blvd.Tampa FL 33610 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Date. will fit between the bottom chord and any other members,with BCDL=5.Opsf. July 12,2019 Q)rfd►n> ineltal connection(by others)of truss to bearing plate at ioint(s)28. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M#-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTekW connectors.This design is based only upon parameters shown.and is for an individual building component,not7...7_ a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall IYI • building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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,seeANSI/IP11 Quality Crfe,a,DS849 and BCSI Bolding Component 6904 Parke East Blvd. Safety Monna$loravailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Oty Ply Childers Residence T17582037 18636CE F01 FLAT GIRDER 1 3 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s Nov 16 2018 MiTek Industries,Inc. Fri Jul 12 05:23:16 2019 Page 2 ID:HN71_W yEaVnC8IJYst36jCzTQRq-4xbBaweYP83Y3yXjcdzCX19RO8NJytHpru8lzW yyvNf NOTES- 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 63 lb uplift at joint 28,1186 lb uplift at joint 15 and 3092 lb uplift at joint 24. 11)Use USP JUS24(With 10d nails into Girder&10d nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 1-3-12 from the left end to 32-3-12 to connect truss(es)to front face of bottom chord. 12)Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Dead+Roof Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-14=-100,15-28=-10 Concentrated Loads(Ib) Veil:21=-424(F)18=-424(F)32=-424(F)33=-424(F)34=-424(F)35=-424(F)36=-424(F)37=-424(F)38=-424(F)39=-424(F)40=-424(F)41=-424(F)42=-424(F) 43=-424(F)44=-424(F)45=-424(F)46=-424(F) 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MWTEK REFERANCE PAGE MI-7473 rev.10032015 BEFORE USE. mn. 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,seeANSVTPI1 Quality Cdteda,D5849 and ICSI SuIdlrp Component 6904 Parke East Blvd. Safety YMomrallonavailable from Truss Mate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type r Oty Ply Childers Residence T17582038 18636CE F02 Floor 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s Nov 16 2018 MiTek Industries,Inc. Fri Jul 12 05:23:18 2019 Page 1 ID:HN7I_WyEaVnC8UYst36jCzTORq-OKjx?bgoxmJGlGh6j20gcjFnwy4kQnR5JCdP1 PyyvNd 0-1-8 6-8 Hl 1- f:__643 � sc ale =1:58.4 3x4= 1.5x3 II 1.5x3= 3x4= 1.5x3 I I 8x10= 5x6= 3x6 FP= 1.5x3 I I 3x4= 3x4= 3x4= 3x8 FP= 1.5x3= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 v� I j ` /,.\_,,.\ /_; /-•` j-•`9 ®i` /N i-` /-` : 41 1:7 NliSt 7 - 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 3x4= 3x6 FP= 1.5x3 II 6x8= 5x6= 3x4= 3x4= 3x4 = 3x4 = 3x4= 3x4= 3x8 MT2OHS FP= 1-6-0 4-0-0 8 6 8 19,11-01 11-3-8I 13-9-8 16-3-8 18-9-8 25-4-8 27-10-8 30-4-8 32-10-8 34-4-8 1-6-0 I 2-6-0 I 4-6-8 1-4-8 1-4-8 2-6-0 I 2-6-0 I 2-6-0 I 6-7-0 I 2-6-0 I 2-6-0 I 2-6-0 1 1-6-0 Plate Offsets(X,Y)-- 13:0-1-8,Edge],[6:0-3-4,Edge],[19:0-1-8,Edge],[25:0-1-8,Edge],[26:0-1-8,Edge],[27:0-1-12,Edge],[34:0-1-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Udell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.91 Vert(LL) -0.50 24-25 >583 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.74 Vert(CT) -0.69 24-25 >426 240 MT2OHS 187/143 BCLL 0.0 Rep Stress lncr YES WB 1.00 Horz(CT) 0.05 20 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-S Weight:179 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.1(flat) TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, BOT CHORD 2x4 SP No.1(flat)*Except* except end verticals. 20-28:2x4 SP SS(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3(flat) REACTIONS. (lb/size) 39=-20/0-2-12,20=1110/0-4-12,32=2651/0-5-8 Max Uplift 39=-385(LC 4) Max Gray 39=360(LC 3),20=1119(LC 4),32=2651(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-39=-353/393,19-20=-1113/0,1-2=-296/460,2-3=-466/1417,3-4=-292/2117, 4-5=-292/2117,5-6=0/3563,6-7=0/2796,7-8=-37/446,8-10=-2019/0,10-11=-3462/0, 11-12=4560/0,12-13=-4560/0,13-14=-4560/0,14-15=-4659/0,15-16=-4047/0, 16-18=-2902/0,18-19=-1152/0 BOT CHORD 36-38=-886/546,35-36=-2117/292,34-35=-2117/292,33-34=-2903/0,32-33=-4371/0, 31-32=-4371/0,30-31=-1357/0,29-30=0/1124,27-29=0/2880,26-27=0/4059, 25-26=0/4560,24-25=0/4765,23-24=0/4482,22-23=0/3598,21-22=0/2175 WEBS 6-32=-2565/0,1-38=-597/377,6-33=0/1337,2-38=-349/593,5-33=-1380/0,2-36=-757/0, 5-34=0/1346,3-36=0/1019,3-35=-496/0,4-34=467/0,19-21=0/1488,6-31=0/2109, 18-21=-1423/0,7-31=-2013/0,18-22=0/1010,7-30=0/1649,16-22=-969/0,8-30=-1610/0, 16-23=0/624,8-29=0/1257,15-23=-606/0,10-29=-1207/0,15-24=0/301,10-27=0/822, 14-24=-276/73,11-27=-845/0,14-25=-589/263,11-26=0/949,12-26=421/0 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 4x6 MT20 unless otherwise indicated. 4)Provide mechanical connection(by others)of truss to bearing plate at joint(s)39. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 385 lb uplift at joint 39. 6)Required 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. 7)CAUTION,Do not erect truss backwards. Walter P.Finn PE No.22839 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 12,2019 I r_ A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE 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.seeANSVTPll Quality Creeds,DSI1-09 and!CSI Building Component 6904 Parke East Blvd. Safely Yrformalbnovailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type r Qty Ply Childers Residence T17582039 18636CE F03 Floor 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s Nov 16 2018 MiTek Industries,Inc. Fri Jul 12 05:23:20 2019 Page 1 I D:HN71_W yEaVnC8lJYst36jCzTORq-yighQHh3TNZ_YZrUrT28h8K7allauhOOm W 6W 61 yyWNb 0-1-8 1- Q1 0 7-1,2 1�2� 0c1l8 H _H- Sc�le=1:58.4 3x4= 1.5x3 II 1.5x3= 3x4= 1.5x311 8x10= 5x6= 3x6 FP= 1.5x3 I I 3x4= 3x4= 3x4= 3x6 FP= 1.5x3= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 18 17 18 19 N. NN1® Nm 41 q IZ 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 3x4= 3x6 FP= 1.5x3 II 6x8= 5x6= 3x4= 3x4= 3x4= 3x4= 3x4= 3x4= 3x8 MT2OHS FP= 10-1-12 1-6-0 4-0-0 8-7-12 10-0-4 11-412 13-10-12 16-4-12 18-10-12 25-4-8 27-10-8 30-4-8 32-10-8 34-4-8 1 1-6-0 I 2-6-0 l 4-7-12 11-4-8 II 1-3-0 I 2-6-0 I 2-6-0 I 2-6-0 I 6-5-12 i 2-6-0 I 2-6-0 i 2-6-0 1 1-6-0 0-1-8 Plate Offsets(X,Y)-- [3:0-1.8,Edge],[6:0-3-4,Edge],[19:0-1-8,Edge],[25:0-l-8,Edge],[26:0-1-8,Edge],[27:0-1-12,Edge],[34:0-1-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Udell Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.96 Vert(LL) -0.49 24-25 >594 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.72 Vert(CT) -0.67 24-25 >435 240 MT2OHS 187/143 BCLL 0.0 Rep Stress Incr YES WB 1.00 Horz(CT) 0.05 20 r1/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-S Weight:186 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.1(flat) TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, BOT CHORD 2x4 SP No.1(flat)*Except* except end verticals. 20-28:2x4 SP SS(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3(flat) REACTIONS. (lb/size) 39=-2/0-5-8,20=1106/0-4-12,32=2637/0-5-8 Max Uplift 39=-370(LC 4) Max Gray 39=368(LC 3),20=1115(LC 4),32=2637(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-39=-361/379,19-20=-1109/0,1-2=-305/443,2-3=-492/1372,3-4=-319/2073, 4-5=-319/2073,5-6=0/3520,6-7=0/2753,7-8=-71/445,8-10=-2038/0,10-11=-3466/0, 11-12=-4534/0,12-13=-4534/0,13-14=-4534/0,14-15=-4630/0,15-16=4028/0, 16-18=-2890/0,18-19=-1148/0 BOT CHORD 36-38=-852/566,35-36=-2073/319,34-35=-2073/319,33-34=-2867/0,32-33=4321/0, 31-32=4321/0,30-31=-1321/0,29-30=0/1151,27-29=0/2890,26-27=0/4053, 25-26=0/4534,24-25=0/4735,23-24=0/4459,22-23=0/3583,21-22=0/2167 WEBS 6-32=-2551/0,1-38=-575/390,6-33=0/1323,2-38=-362/569,5-33=-1380/0,2-36=-735/0, 5-34=0/1367,3-36=0/1019,3-35=-495/0,4-34=487/0,19-21=0/1483,6-31=0/2099, 18-21=-1417/0,7-31=-2002/0,18-22=0/1005,7-30=0/1638,16-22=-964/0,8-30=-1600/0, 16-23=0/619,8-29=0/1245,15-23=-600/0,10-29=-1198/0,15-24=0/298,10-27=0/813, 14-24=-272/77,11-27=-832/0,14-25=581/257,11-26=0/920,12-26=-406/0 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 4x6 MT20 unless otherwise indicated. 4) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 370 lb uplift at joint 39. 5) Required 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. Walter P.Finn PE No.22839 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 12,2019 a WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MH-7473 rev.10g3/2015 BEFORE USE. mit 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,seeANIV1P11 Quality Cdteda,DMI-89 and ICSI lidding Component 6904 Parke East Blvd. Safety Infoanaloravailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job 'Truss Truss Type Ory Ply Childers Residence T17582040 18636CE F04 Floor 6 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s Nov 16 2018 MiTek Industries,Inc. Fri Jul 12 05:23:21 2019 Page 1 ID:HN7I_WyEaVnC8UYst36jCzTORq-RvO4ddihEhhg9jPgOBZNEMtJN91 kd8pY?Ar3ekyyvNa 0-1-8 1-3-01 I 1-10-8 i 7- 1-10-8 0-1-8 HI Scale=1:58.4 3x4= 1.5x3 II 1.5x3= 3x4= 8x10= 5x6= 3x6 FP=3x6= 1.5x3 I I 3x4= 3x4= 3x4= 3x6 FP= 1.5x3=- 1 1 2 3 45 6 7 8 9 10 11 12 13 14 15 16 17 18 I 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 3x4= 3x6 FP= 1.5x3 II 1.5x3 I I 3x4 I 16x8= 3x4= 3x4= 3x4= 3x4= 3x4= 3x12 M1BSHS FP= 10-0-0 21-6-0 2 -1,8 34-4-8 10-0-0 I I 11-6-0 -7-8 12-3-0 i Plate Offsets(X,Y)-- [3:0-1-8,Edge],[4:0-1-8,Edge],[15:0-1-12,Edge],[18:0-1-8,Edge],[19:Edge,0-1-8],[20:0-2-8,Edge],[24:0-1-8,Edge],[25:0-1-8,Edge],[29:0-2-12,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL- in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.89 Vert(LL) -0.56 23-24 >519 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.98 Vert(CT) -0.77 23-24 >378 240 M18SHS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.96 Horz(CT) 0.08 19 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-S Weight: 176 lb FT=20%F,11%E LUMBER- BRACING- TOP RACINGTOP CHORD 2x4 SP SS(flat)*Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, 16-18:2x4 SP No.1(flat) except end verticals. BOT CHORD 2x4 SP SS(flat)*Except* BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. 36-38:2x4 SP No.1(flat) WEBS 2x4 SP No.3(flat) REACTIONS. (lb/size) 38=182/0-4-12,19=1183/0-4-12,31=2377/0-3-8 Max Uplift 38=-217(LC 4) Max Gray 38=449(LC 3),19=1190(LC 7),31=2377(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-38=-439/230,18-19=-1184/0,1-2=-399/266,2-3=-745/887,3-4=-576/1579, 4-5=0/2405,5-6=0/1541,6-7=-1266/0,7-9=-3132/0,9-10=-4411/0,10-11=-5242/0, 11-12=-5242/0,12-13=-5242/0,13-14=-5182/0,14-15=-4424/0,15-17=-3130/0, 17-18=-1233/0 BOT CHORD 35-37=-498/752,34-35=-1579/576,33-34=-1579/576,32-33=-1579/576,31-32=-3054/0, 30-31=-3054/0,28-29=0/2318,26-28=0/3911,25-26=0/4942,24-25=0/5242, 23-24=0/5363,22-23=0/4933,21-22=0/3901,20-21=0/2330 WEBS 5-31=-2237/0,1-37=-346/511,2-37=-492/322,2-35=-542/0,3-35=0/958,3-34=-576/0, 5-32=0/1132,4-32=-1637/0,4-33=0/633,18-20=0/1593,5-30=0/2025,17-20=-1526/0, 6-30=-1943/0,17-21=0/1113,6-29=0/1538,15-21=-1072/0,7-29=-1499/0,15-22=0/727, 7-28=0/1156,14-22=-708/0,9-28=-1106/0,14-23=0/373,9-26=0/720,13-23=-360/0, 10-26=-772/0,13-24=-512/397,10-25=-33/998,11-25=-645/0 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 4x6 MT20 unless otherwise indicated. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 217 lb uplift at joint 38. 5)Required 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. Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 12,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M/1-7473 rev.164132015 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,seeANSVlP11 Quality C,Itsda,DSI-$9 and ICS IuldYIg Component 6904 Parke East Blvd. Safety MtalmalIan vailable from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job 'Truss Truss Type Qty Ply Childers Residence T17582041 18636CE F05 FLOOR GIRDER 1 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s Nov 16 2018 MiTek Industries,Inc. Fri Jul 12 05:23:22 2019 Page 1 ID:HN7I_W yEaVnCBIJYst36jCzTQRq-v5ySrzjJ?_phnt_tyu4cmZPX8ZNuMephDgbcAAyyvNZ 0-3-8 1-3-0 0-6-8 3-81 I I I I I Scale=1:17.2 4x6= 2x4 I I 4x6= 5x6= 1 5x6= 14 2 15 34 4x6 16 5 17 6 0 0 ro- Imo` / ,2 1110 9 6 %F 4x6= 4x6= 2x4 II 4x6= 4x6= 3x4 II 3x4 I I 5-1-0 1-6-8i 4-1-8 i 4-7-8 4r9 1 6-5-0 i 8-11-0 i 10-5-8 1-6-8 2-7-0 0-6-0 0-1- 1-4-0 2-6-0 1-6-8 0-4-0 Plate Offsets(X,V)-- [1:0-3-0,0-2-12],[6:0-3-0,0-2-12] LOADING (psf) SPACING- 1-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.64 Vert(LL) -0.12 10 >978 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.98 Vert(CT) -0.17 9-10 >708 240 BCLL 0.0 Rep Stress Incr NO WB 0.79 Horz(CT) 0.03 7 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-MS Weight:96 lb FT=11% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 4-2-9 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 13=2186/0-3-8,7=2507/0-4-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-13=-2026/0,6-7=-2348/0,1-2=-3129/0,2-3=-7208/0,3-4=-7208/0,4-5=-6720/0,5-6=-3227/0 BOT CHORD 12-13=0/327,11-12=0/5913,10-11=0/7208,9-10=0/7208,8-9=0/6050,7-8=0/345 WEBS 6-8=0/3313,1-12=0/3221,5-8=-3341/0,2-12=-3296/0,5-9=0/805,2-11=0/1520,4-9=-590/0,3-11=-426/0, 4-10=-415/0 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 0-9-0 oc. Bottom chords connected as follows:2x4-1 row at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 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. 3)Unbalanced floor live loads have been considered for this design. 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 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:7-13=-5,1-6=-50 Concentrated Loads(lb) Vert:5=-825 14=-825 15=-825 16=-825 17=-833 Walter P.Finn PE No.22839 Mitek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 12,2019 it A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M&7473 rev.1d0.3/2015 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 I fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/IPII Quality Criteria,DS11a9 and SCSI Bolding Component 6904 Parke East Blvd. Safety Informatlonovailoble from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Ory Ply Childers Residence T17582042 18636CE F07 FLOOR GIRDER 1 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s Nov 16 2018 MiTek Industries,Inc. Fri Jul 12 05:23:23 2019 Page 1 ID:HN7I_W yEaVnC8IJYst36jCzTQRq-N H W g2JkxmIxYP 1 Z3 W bbrJnymVzuKSAvrSUKAjcyyvNY 0-3-8 1-3-0 I 2-1-0 0 9 0I I a � 5x6= Scale=1:10.5 1 5x6= 2 2x4 I I 9 3 2x4 11 4 e e / • 3x4= 7 6 3x4= 2x4 11 2x4 I I Special 1-6-8 1r7-8 2-0-0 ?-2-012-4-13,2-7-8 1 3-0-0 1 3-5-0 I 42-0 4- 8 5-3-0 1-6-8 0-1b0 0-4-8 0-2-30-2-8'0-3-0 0-4-8 0-5-0 0-9-0 0-C-8 1-0-8 Plate Offsets(X,Y)— [1:0-3-0,0-2-121,[4:0-3-0,0-2-12] LOADING (psf) SPACING- 1-0-0 CSI. DEFL- in (loc) Vdefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.34 Vert(LL) -0.01 6-7 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.27 Vert(CT) -0.02 6-7 >999 240 BCLL 0.0 Rep Stress Incl NO WB 0.48 Horz(CT) 0.00 5 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-MS Weight:44 lb FT=11% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 5-3-0 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 8=1389/0-4-8,5=1280/0-3-8 Max Gray 8=1393(LC 3),5=1280(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-8=-814/0,4-5=-1197/0,1-2=-1704/0,2-3=-1704/0,3-4=-1704/0 BOT CHORD 6-7=0/1704 WEBS 4-6=0/2010, 1-7=0/1820,2-7=-931/0,3-6=-1270/0 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 0-9-0 oc. Bottom chords connected as follows:2x4-1 row at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 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. 3)Unbalanced floor live loads have been considered for this design. 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)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)487 lb down at 0-1-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1) Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:5-8=-5,1-4=-50 Concentrated Loads(Ib) Vert:8=-487(F)3=-956 9=-953 Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33810 Date: July 12,2019 Q WARNING-Verily design parameters snd READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE M5-7473 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 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,seeANSI/1PI1 Quality Cdteda.D58-09 and IICSI Molding Component 6904 Parke East Blvd. Solely Infonnafbnavailable from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Childers Residence T17582043 18636CE F08 FLOOR GIRDER 1 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s Nov 16 2018 Mitek Industries,Inc. Fri Jul 12 05:23:24 2019 Page 1 ID:HN71_W yEaVnC8IJYst36jCzTQRq-rT4CGfkZXc3POB8F4J74r_UwkMDTgbC_h84jF3yyvNX 0-3-8 1-3-0 2-1-0 0-9-0 0-3-8 I I I I 5x6= IScale=1:10.5 1 5x6= 2 2x4 I I 9 3 2x4 II 4 • ZZ 3x6= 7 6 41. 3x4= 2x4 II 2x4 II Special 1-6-8 1r7-8 2-0-0 2-2-q2-4-8i 2-7-8 3-5-0 4-2-8 5-3-0 1-6-8 OL1 0-4-8 2- 0.2-81 0-3-0 I 0-9-8 _ 0-9-8 1-0-8 Plate Offsets(X,Y)-- [1:0-3-0,0-2-12],[4:0-3-0,0-2-12],[7:0-1-12,0-1-8] LOADING (psf) SPACING- 1-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.44 Vert(LL) -0.02 6-7 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.34 Vert(CT) -0.02 6-7 >999 240 BCLL 0.0 Rep Stress lncr NO WB 0.60 Horz(CT) 0.00 5 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-MS Weight:44 lb FT=11 i LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 5-3-0 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 8=1614/0-3-8,5=1616/0-4-8 Max Gray 8=1618(LC 3),5=1616(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-8=-1016/0,4-5=-1509/0,1-2=-2150/0,2-3=-2150/0,3-4=-2150/0 BOT CHORD 6-7=0/2150 WEBS 4-6=0/2535,1-7=0/2299,2-7=-1177/0,3-6=-1607/0 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 0-9-0 oc. Bottom chords connected as follows:2x4-1 row at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 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. 3)Unbalanced floor live loads have been considered for this design. 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)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)487 lb down at 0-1-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1) Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:5-8=-5,1-4=-50 Concentrated Loads(Ib) Vert:8=-487(B)3=-1236 9=-1233 Walter P.Finn PE No.22839 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 12,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MII-7473 rev.10NY1015 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,seeANSVTPI1 Quality Criteria,DS11a9 and/CSI Bolding Component 6904 Parke East Blvd. Safety Monnallorrovollable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 r Job Truss Truss Type Qty Ply Childers Residence 117582044 18636CE F10 FLOOR 5 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s Nov 16 2018 Mitek Industries,Inc. Fri Jul 12 05:23:25 2019 Page 1 ID:HN7I_W yEaVnC8IJYst36jCzTQRq-JgeaT?IBIvBGeKj SdOeJOC137mTrZ2e7wopGnVyyvN W 0-1-8 H 1-3-0 I I 1-7-12 I--r Scale=1:28.2 4x6= 1.5x3 = 1.5x3 II 1.5x3 II 3x6 FP= 3x6= 4x6 II 1 2 3 4 5 6 7 8 9 10 'off _ — a 21 _zo, X X:X N X /.N r ; 4 4 19 18 17 16 15 14 13 12 11 4x6= 3x6 FP= 3x6= 4x8= 1.5x3= I 16-1-12 18-5/4 16-1-12 __ d-3-6 Plate Offsets(X,Y)-- [1:Edge,0-1-8],[2:0-1-12,Edge],[10:0-3-0,Edge],[12:0-1-8,Edge],115:0-1-8,Edge],[16:0-1-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.52 Vert(LL) -0.17 14-15 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.71 Vert(CT) -0.23 14-15 >829 240 BCLL 0.0 Rep Stress Incr YES WB 0.59 Horz(CT) -0.01 10 n/a n/a BCDL 5.0 Code FBC2O17/TPI2014 Matrix-S Weight:87 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.1(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.1(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 20=871/0-4-12,10=878/0-3-0 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-20=-868/0,1-2=-877/0,2-3=-2098/0,3-4=-2850/0,4-5=-2850/0,5-6=-2850/0, 6-7=-2521/0,7-9=-1593/0,9-10=-954/0 BOT CHORD 17-19=0/1643,16-17=0/2543,15-16=0/2850,14-15=0/2805,13-14=0/2192,12-13=0/952 WEBS 9-12=-775/0,10-12=0/1239,9-13=0/871,1-19=0/1131,7-13=-834/0,2-19=-1066/0, 7-14=0/458,2-17=0/633,6-14=-394/0,3-17=-618/0,6-15=-191/385,3-16=0/623, 4-16=-299/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 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)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5)CAUTION,Do not erect truss backwards. Walter P.Finn PE No.22839 Mitek USA,Inc.FL Ceti 8634 6904 Parke East Blvd.Tampa FL 33810 Date: July 12,2019 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Mt Design valid for use only with MTek®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,seeANSVIPIl Quality CdNeda,DS6-89 and SCSI Building Component 6904 Parke East Blvd. . Safely Infonnallonavailable from Truss Rate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Childers Residence T17582045 18636CE Fi i FLOOR 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s Nov 16 2018 MiTek Industries,Inc. Fri Jul 12 05:23:26 2019 Page 1 ID:HN7l_W yEaVnC8lJYst36j CzTQRq-nsCzhLmg3DJ7G U IeBk9YxPaEMAmOI VZH8SZgJXYYVNV 0-1-8 H 1-3-0 I 1-11-4 I 0-i�,r8 Sc81e=1:27.7 4x6= 4x6= 1.5x3= 1.5x3 II 3x6 FP= 1.5x3= 1 2 3 4 5 8 7 8421 •v\ - / X r_ -,/, x /, • 4x6= 3x6 FP= 1.5x3 II 4x6= 8-2-10 6-1 16-5-4 I 8-2-10 -4- 7-10-8 I Plate Offsets(X,Y)-- [1:Edge,0-1-8],[2:0-1-12,Edge],[4:0-1-8,Edge],[8:0-1-12,Edge],[9:0-1-8,Edge],[13:0-1-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.56 Vert(LL) -0.19 14-15 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.91 Vert(CT) -0.26 14-15 >751 240 BCLL 0.0 I Rep Stress lncr YES WB 0.55 Horz(CT) 0.05 10 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-S Weight:85 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.1(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.1(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 19=884/0-4-12,10=884/0-3-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-19=-880/0,9-10=-881/0,1-2=-886/0,2-3=-2153/0,3-4=-2810/0,4-5=-2936/0,5-6=-2936/0,6-8=-2135/0, 8-9=-892/0 BOT CHORD 16-18=0/1664,15-16=0/2621,14-15=0/2936,13-14=0/2936,12-13=0/2599,11-12=0/1669 WEBS 9-11=0/1151,1-18=0/1143,8-11=-1081/0,2-18=-1082/0,8-12=0/648,2-16=0/680,6-12=-645/0,3-16=-651/0, 6-13=0/673,3-15=0/376,4-15=-423/92,5-13=-297/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 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. Walter P.Finn PE No.22839 Mitek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 12,2019 I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE 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,seeANSVlPII Quality Criteria,DS549 and BCD Bidding Componanf 6904 Parke East Blvd. Safely YNormallornvailable from Truss Rate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type ay Ply Childers Residence T17582046 18636CE F12 FLOOR 4 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 a Nov 16 2018 MiTek Industries,Inc. Fri Jul 12 05:23:27 2019 Page 1 ID:HN71_W yEaVnC8IJYst36jCzTQ Rq-F2mLugnSpXR_tetgl RgnTd6QLa761 ycQN51 NsOyyvNU 0-1-8 H I 1-30 10-7.81 1 1-9-12 1 0-L8 Scale=1:31.1 1.5x3= 446= 1.5x3= 6x8= 3x6= 1.5x3 II 3x6 FP= 1.5x3= 1 26 2 3 4 5 6 7 8 9 10 24X 25 23 4 w `° 22 21 19 18 17 18 15 14 13 12 1.5x3 II 4x6= 3x6 FP= 1.5x3 II 4x6= 11-3-0 10-6-18-11-10 10-3-0 10-11-4 2-1-8 10-0-1210-10-8 1-6-12 0�1 3-8-4 9-10-8 101-10,10/7-8th 11-10-9 18-6-0 1-6-12 5 1-6-12 6-2-4 0-i '0412'" 0-7-8 6-7-8 0-1-8 0-0-12 0-3-0 0-2-4 0-0-12 0-3-120-0-6 0-3-6 Plate Offsets(X,V)-- [5:0-1-8,Edge],[10:0-1-8,Edge],[14:0-1-8,Edge],[23:0-1-8,0-0-4],[24:0-1-8,0-0-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) 1/deft L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.48 Vert(LL) -0.15 15 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.79 Vert(CT) -0.20 15 >951 240 BCLL 0.0 Rep Stress!nor NO WB 0.56 Horz(CT) 0.04 11 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-S Weight:97 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.1(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.1(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing:20-21,19-20,18-19. REACTIONS. (lb/size) 11=824/0-3-8,20=1463/0-5-8 Max Gray 11=834(LC 4),20=1463(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 10-11=-831/0,1-2=0/428,2-3=-369/388,3-4=-1699/0,4-5=-2434/0,5-6=-2632/0, 6-7=-2632/0,7-9=-1983/0,9-10=-834/0 BOT CHORD 20-21=-672/0,19-20=-664/0,18-19=-147/1168,16-18=0/2203,15-16=0/2632, 14-15=0/2632,13-14=0/2387,12-13=0/1563 WEBS 2-20=-1417/0,1-21=-582/0,2-21=0/461,10-12=0/1075,2-19=0/1177,9-12=-1013/0, 3-19=-1114/0,9-13=0/584,3-18=0/756,7-13=-563/0,4-18=-718/0,7-14=-68/544, 4-16=0/451,5-16=-539/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 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. 5)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)300 lb down at 0-3-0 on top chord. The design/selection of such connection device(s)is the responsibility of others. 6) 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 Uniform Loads(plf) Vert:11-22=-10,1-10=-100 Concentrated Loads(Ib) Vert:1=-300(F) Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 12,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/0./2015 BEFORE USE. lot Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not o 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 bracingof trusses and truss systems,seeANSI/TPIl Quality Criteria,05649 and IC3I Bold Com 6904 Parke East Blvd. 9 Y 3 Bolding Component Safety Informa$onovailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 ,Job Truss Truss Type r Qty Ply Childers Residence T17582047 18636CE F12A FLOOR 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s Nov 16 2018 MiTek Industries,Inc. Fri Jul 12 05:23:28 2019 Page 1 ID:HN7I_W yEaVnC8IJYst36j CzTQRq-j FJj60n4agarVoS 1 J9BOOgfb1_TEmPyacl2xOgyyvNT 0-1-8 H I 1-3-0 10.7-81 I 1-9-12 0-1:8 H Scali?.1:31.1 1.5x3= 4x6= 1.5x3= 6x8= 3x6= 1.5x3 11 3x6 FP= 1.5x3= 1 26 2 3 4 5 6 7 8 9 10 • v o I N/" '•II N Z X /_ / X / : 25 c 4 22 21 :, 19 18 17 16 15 14 13 12 1.5x3 II 4x6= 4x6= 3x6 FP= 1.5x3 II 4x6= 11-3-0 10.6-18-11-10 10-3-0 10-11-4 2-1-8 10-0-1210-10-8 I 1-6-12 2-0-q 1 3-8-4 I 9-10-8 1 011 7 1 11-10-fj 18-6-0 I 1-6-12 b-5-4 1-6-12 6-2-4 0-1 1 0-7-8 6-7-8 0-1-8 0-0-12 0-3-0 0-2-4 0-0-12 0-3-120-0-6 0-3-6 Plate Offsets(X,Y)— [5:0-1-8,Edge],[10:0-1-8,Edge],[14:0-1-8,Edge],[23:0-1-8,0-0-4],[24:0-1-8,0-0-4] 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) -0.15 15 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.80 Vert(CT) -0.21 15 >939 240 BCLL 0.0 Rep Stress Incr NO WB 0.55 Horz(CT) 0.04 11 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 1 Matrix-S Weight:97 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.1(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.1(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing:20-21,19-20,18-19. REACTIONS. (lb/size) 11=826/0-3-8,20=3562/0-5-8 Max Gray 11=836(LC 4),20=3562(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 10-11=-832/0,1-2=0/432,2-3=-385/372,3-4=-1715/0,4-5=-2446/0,5-6=-2641/0, 6-7=-2641/0,7-9=-1987/0,9-10=-836/0 BOT CHORD 20-21=-666/0,19-20=-638/0,18-19=-131/1184,16-18=0/2217,15-16=0/2641, 14-15=0/2641,13-14=0/2394,12-13=0/1566 WEBS 2-20=-3491/0,1-21=-587/0,2-21=0/442,10-12=0/1077,2-19=0/1164,9-12=-1016/0, 3-19=-1114/0,9-13=0/586,3-18=0/756,7-13=-565/0,4-18=-716/0,7-14=-64/547, 4-16=0/448,5-16=-536/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 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. 5) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)2100 lb down at 2-4-8,and 300 lb down at 0-3-0 on top chord. The design/selection of such connection device(s)is the responsibility of others. 6) 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 Uniform Loads(plf) Vert:11-22=-10,1-10=-100 Concentrated Loads(Ib) Vert:1=-300(F)2=-2100(F) Waiter P.Finn PE No.22839 Mitek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 12,2019 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE 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,not141. 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' e 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.seeANSV1PI1 Quality Criteria,DSI.19 and ICSI lidding Component 6904 Parke East Blvd. Safety I foimallonavoiloble from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Childers Residence T17582048 18636CE F13 Floor 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s Nov 16 2018 MiTek Industries,Inc. Fri Jul 12 05:23:29 2019 Page 1 ID:HN71_WyEaVnC8IJYst36jCzTQRq-CRt5JMoiL8ii7y1 DssiFY2CpgNw7VuHjgPnUwGyyvNS 0-2-0 I 1-3-0 I H 0-11-8 { 0/18 Scale'=1:20.0 4x6 II 3x6= 1.5x3 I I 1.5x3= 1 2 3 4 5 6 7 a o 0 • •\ o —N.1 e 16 4 ',IN, — m Y N mI a \ea '- ' 15 14 13 12 11 10 9 BY 1.5x3= 1.5x3 I I Or2-0 2-11-0 7.1x8 I 10-4-8 I 11-10-8 2- 2-9 0 4-11-8 2-6-0 1-6-0 Plate Offsets(X,Y)-- [1:0-3-0,Edge],[5:0-1-8,Edge],[7:0-1-8,Edge],[12:0-1.8,Edge],[14:0-1-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.30 Vert(LL) -0.05 11 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.37 Vert(CT) -0.06 11 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.42 Horz(CT) 0.00 8 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-S Weight:66 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.1(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.1(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8=627/0-3-8,1=634/0-1-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 7-8=-622/0,1-2=-682/0,2-3=-1050/0,3-4=-1507/0,4-5=-1507/0,5-6=-1324/0,6-7=-598/0 BOT CHORD 13-14=0/680,12-13=0/1387,11-12=0/1507,10-11=0/1507,9-10=0/1117 WEBS 2-14=-551/0,1-14=0/885,7-9=0/770,2-13=0/502,6-9=-721/0,3-13=-469/0,6-10=0/307,3-12=-39/322, 5-10=-324/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 MT20 unless otherwise indicated. 3) Provide mechanical connection(by others)of truss to bearing plate at joint(s)1. 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)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 6)CAUTION,Do not erect truss backwards. Walter P.Finn PE No.22339 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 12,2019 1 a iva A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.10g3r2015 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 o 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.seeANSV1Pl1 Quality Citadel,DEW and SCSI Building Component 6904 Parke East Blvd. Safety YMormalbrgvailable from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 I Job Truss Truss Type t Qty Ply Childers Residence T17582049 18636CE F14 Floor 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s Nov 16 2018 MiTek Industries,Inc. Fri Jul 12 05:23:30 2019 Page 1 ID:HN7I_WyEaVnC8IJYst36jCzTQRq-gdRTWipK6SgZk6bPQaDU5Fk_PnGMELXs33X1 SiyyvNR 0-4-0 I 1-3-0 IH I 0-11.8 I 01118 Scalle'=1:20.3 4x8 II 3x6= 1.5x3 II 1.573= 1 2 3 4 5 8 7 .N _ * .N. N_ 18 — N-/-X. — h 15 14 13 12 11 10 9 IIBV(��(\� 1.5x3= 1.5x3 II Q 3-1-0 2-9-0 l 8-0-8 4-11-8 I 10-6-8 2-6-0 I 12-0-8 1-6-0 i p0 Plate Offsets(X,Y)— [1:0-3-0,Edge],[5:0-1-8,Edge],[7:0-1-8,Edge],[12:0-1-8,Edge],[14:0-1-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.30 Vert(LL) -0.05 11 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.37 Vert(CT) -0.06 11 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.42 Horz(CT) 0.00 8 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-S Weight:66 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.1(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.1(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8=627/0-3-8,1=634/0-3-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 7-8=-622/0,1-2=-682/0,2-3=-1050/0,3-4=-1507/0,4-5=-1507/0,5-6=-1324/0,6-7=-598/0 BOT CHORD 13-14=0/680,12-13=0/1387,11-12=0/1507,10-11=0/1507,9-10=0/1117 WEBS 2-14=-551/0,1-14=0/885,7-9=0/770,2-13=0/502,6-9=-721/0,3-13=-469/0,6-10=0/307,3-12=-39/322, 5-10=-324/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 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)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5)CAUTION,Do not erect truss backwards. Walter P.Finn PE No.22839 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 12,2019 • A WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MI1-7473 rev.1(1x312015 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 P11,1 - 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,seen/WWII Qualify Cdteda,D3$a9 and ICSI Iluldtng Component 6904 Parke East Blvd. Safety I dormalIonavailable from Truss Rate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Childers Residence T17582050 18636CE F15 Floor 3 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s Nov 16 2018 MiTek Industries,Inc. Fri Jul 12 05:23:31 2019 Page 1 ID:HN7I_W yEaVnC8IJYst36jCzTQRq-8q?sk2gytlyQMGAb_HljeTH95BbozpS0ljGb?9yyvNQ 0-1-8 H I 1-3.0 I I 1-3-8 0/11 8 Scale'=1:20.2 1.5x3= 1.5x3= 1 2 3 4 5 6 • • • • • • -X-/ - _N.. - is N 16 3 0 b -0. 13 12 11 10 9 8 1.5x3 II 1.5x3 II 1-6-0 4-0-0 8-0-8 10-6-8 12-0-8 1-6-0 I 2-6-0 I 4-0-8 I 2-6-0 I 1-6-0 Plate Offsets(X,Y)-- [3:0-1-8,Edge],[4:0-1-8,Edge],[6:0-1-8,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 0.30 Vert(LL) -0.05 11-12 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.42 Vert(CT) -0.07 11-12 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.38 Horz(CT) 0.02 7 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-S Weight:64 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.1(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.1(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 14=642/0-3-8,7=642/0-3-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-14=-638/0,6-7=-638/0,1-2=-616/0,2-3=-1370/0,3-4=-1580/0,4-5=-1370/0,5-6=-616/0 BOT CHORD 12-13=0/1148,11-12=0/1580,10-11=0/1580,9-10=0/1580,8-9=0/1148 WEBS 6-8=0/792,1-13=0/792,5-8=-741/0,2-13=-741/0,5-9=0/328,2-12=0/328,4-9=-374/0,3-12=-374/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 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. Wafter P.Finn PE No.22839 Mitek USA,Inc.FL Cert 6634 8904 Parke East Blvd.Tampa FL 33610 Date: July 12,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE 1411-7473 rev.104032015 BEFORE USE. Id- i 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,seeANSUTPIl Quality Creetka.055.59 and SCSI Building Component 6904 Padre East Blvd. Safety YNormalbrgvailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 r Job Truss Truss Type Qty Ply Childers Residence T17582051 18636CE F16 FLOOR 3 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s Nov 16 2018 MiTek Industries,Inc. Fri Jul 12 05:23:32 2019 Page 1 ID:HN71_W yEaVnC8IJYst36jCzTQRq-cOZExOrbe34H_PIoY_GyAggKUbzNiH19XN08XbyyvNP 0-2-0 1-3-0 Ii I—I 0-9-0 ITili Scale=1:15.7 3x6 II 1.5x3 II 3x6= 3x6 II 1 2 3x6= 3 4 3x4= 5 6 XX _ V [[ o a • I 3x4= 3x4= 13 12 11 10 9 8 7 1.5x3= 3x4= 3x4= 1.5x3 II 1.5x3= T22 1-6-0 I 0-7-8 0-7-8 2-3-0 I 2'9.0 d-2-0 Plate Offsets(X,Y)-- [4:0-1-8,Edge],[8:0-1-8,Edge],[11:0-1-8,Edge],[12:0-1-8,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.26 Vert(LL) -0.02 9-10 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.27 Vert(CT) -0.02 9-10 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.28 Horz(CT) -0.00 6 r1/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-S Weight:49 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.1(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.1(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=419/0-1-8,6=419/0-1-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-397/0,2-3=-655/0,3-4=-655/0,4-5=-575/0,5-6=-445/0 BOT CHORD 11-12=0/395,10-11=0/655,9-10=0/655,8-9=0/445 WEBS 2-12=-341/0,1-12=0/514,5-8=-364/0,6-8=0/579,2-11=0/364 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)Provide mechanical connection(by others)of truss to bearing plate at joint(s)1,6. 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)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 12,2019 t N 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/032015 BEFORE USE. M� 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,seeANSVIPll Quality Criteria.DS6-69 and SCSI Building Component 6904 Parke East Blvd. Safely Monnallonavailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Childers Residence T17582052 18636CE F18 Floor 4 1 Job Reference(optional) - Building Component Supply, Jacksonville,FL-32256, 8.220 s Nov 16 2018 MiTek Industries,Inc. Fri Jul 12 05:23:32 2019 Page 1 ID:HN7I_W yEaVnC8IJYst36j CzTQRq-cOZExOrbe34H_PIoY_GyAggJsbyGi I?9XN08XbyyvN P 0-1-8 1-3-0 1-8-47--13 Scale=1:11.7 3x4= 1 3x4= 21.5x3 II 3 3x4= 4 o • o 10 11 1.5x — / : 15x3 = o 7 1.5x3 II 3x4= 9 8 7 6 3x4= 3x4= 3x4= 4-8-4 6-2-4 4-8-4 I 1-6-0 Plate Offsets(X,Y)-- [3:0-1-8,Edge],[4:0-1-8,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 0.36 Vert(LL) -0.04 7 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.34 Vert(CT) -0.05 7 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.23 Horz(CT) 0.00 5 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-S Weight:35 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.1(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.1(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 9=320/0-4-12,5=320/0-3-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-9=-347/0,4-5=-323/0,1-2=-381/0,2-3=-381/0 BOT CHORD 7-8=0/381,6-7=0/381 WEBS 4-6=0/300,1-8=0/483 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. Walter P.Finn PE No.22639 Mitek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 12,2019 I 0. Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M47473 rev.1W03/2015 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 Ali fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/tPll Quality Criteria,031-19 and ICSI Bolding Component 6904 Parke East Blvd. Safety Informatlomavailable from Truss Rate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Childers Residence T17582053 18636CE F19 Floor 8 1 Job Reference(optional) 1 Building Component Supply, Jacksonville,FL-32256, 8.220 s Nov 16 2018 MiTek Industries,Inc. Fri Jul 12 05:23:33 2019 Page 1 ID:HN7I_WyEaVnC8IJYst36jCzTQRq-4C7c9krDPNC7bZK_5inBjuMSx?AERgGJI1031 yyvNO 0-1-8 H I 1-3-0 I I 1-6.12 I Scale=1:26.7 4x6= 1.5x3= 1.5x3 II 4x6= 1 " 2 3 4 5 6 7 8 • • 4191 � � �"- . X / XO • = e b7-44e 17 16 15 14 13 12 11 10 9 4x6= 3x6 FP= 1.5x3 II 4x6= 16-0-12 16-0-12 Plate Offsets(X,Y)- [1:Edge,0-1.8],[2:0-1-12,Edge],[4:0-1-8,Edgel,[7:0-1-12,Edgel,112:0-1-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.47 Vert(LL) -0.16 13-14 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.81 Vert(CT) -0.22 13-14 >845 240 BCLL 0.0 Rep Stress lncr YES WB 0.55 Horz(CT) 0.04 9 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-S Weight:84 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.1(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.1(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 18=863/0-4-12,9=870/Mechanical FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-18=-859/0,8-9=-865/0,1-2=-863/0,2-3=-2087/0,3-4=-2701/0,4-5=-2809/0,5-6=-2809/0,6-7=-2072/0, 7-8=-866/0 BOT CHORD 15-17=0/1620,14-15=0/2533,13-14=0/2809,12-13=0/2809,11-12=0/2512,10-11=0/1627 WEBS 8-10=0/1153,7-10=-1057/0,7-11=0/619,6-11=-611/0,6-12=0/604,5-12=-254/0,1-17=0/1112,2-17=-1053/0, 2-15=0/651,3-15=-620/0,3-14=0/343,4-14=-378/102 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 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. Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cart 6634 8904 Parke East Blvd.Tampa FL 33610 Date: July 12,2019 ith. A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.101032015 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,seeANSI/TPI1 Quality Criteria.DSI-89 and SCSI Building Component 6904 Parke East Blvd. Safety Infournallonovoilable from Truss Rate Institute,218 N.Lee Sheet,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Childers Residence 717582054 18636CE F20 Floor Supported Gable 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s Nov 16 2018 MiTek Industries,Inc. Fri Jul 12 05:23:35 2019 Page 1 ID:HN7I_W yEaVnC8IJYst36jCzTQRq-ObEMaPtTx_Sn1UND7pfoJSvro2OuircDLEo8wyyvNM 0-1H-8 0-1H-8 ti Scale=1:56.5 3x6 FP= 3x6 FP= 3x4= 3x4= 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 11 tf S 9 T S z m L 4 a 3 a a 6 58 1 7 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 3x4 = 3x6 FP= 3x6 FP= 3x4= 33-9-12 33-9.12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.06 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.02 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Ina YES WB 0.03 Horz(CT) 0.00 28 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-R Weight:146 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.1(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.1(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3(flat) REACTIONS. All bearings 33-9-12. (Ib)- Max Gray All reactions 250 lb or less at joint(s)56,28,55,54,52,51,50,49,48,47.46,45,44,43,42, 40,39,38,37,36,35,34,33,32,31,30,29 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 1.5x3 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. Walter P.Finn PE No.22839 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 12,2019 Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M5-7473 rev.1&0311015 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,seeANSI/IPI1 Quality Gillette,DSS-$9 and SCSI Iluddi g Component 6904 Parke East Blvd. Safely InformaIIanavailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314 Tampa,FL 33610 Job Truss Truss Type Qty Ply Childers Residence T17582055 18636CE F21 Floor 7 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s Nov 16 2018 MiTek Industries,Inc. Fri Jul 12 05:23:36 2019 Page 1 ID:HN7I_W yEaVnC8IJYst36jCzTQRq-Unol nl u5i I aiTl 3ZngKuLW_wgCBydzll R?_MgMyyvNL 0-1-8 H 1I 3-0-1 11-5-121 1�� 0 8 Salle=1:57.5 4x6 = 3x6= 1.5x3 II 1.5x3 = 3x6= 1.5x3 I 11.5x3 II 3x6 FP=4x6= 8x10= 4x6= 1.5x3 Il 3x6 FP= 1.5x3=- 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 a39 N/`•/`/ ` Z. N / `. /-`` / \1:\6/\ VWR 40 w f S %1 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 3x8 FP= 4x6= 5x6= 4x6= 4x6= 3x6 FP= 1-6-0 1 4-0-0 1 6-6-0. 1 13-2-12 1 15-8-12 1 18-2-12 1 19-7-4 IO-ll-121 23-5 -12 1 29-9-129 1 32-3-12 I33-9-12 1-6-0 2-6-0 2-6-0 6-8-12 2-6-0 2-6-0 1-4-8 1-4-8 2-6-0 6-4-0 2-6-0 1-6-0 Plate Offsets(X,Y)-- [1:Edge,0-1-8],[7:0-1-12,Edge],[13:0-1-12,Edge],[19:0-1-8,Edge],123:0-1-8,Edgel,[24:0-1-8,Edge],[25:0-1-12,Edge],[32:0-1-8,Edge],[33:0-1-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.70 Vert(LL) -0.26 33-34 >902 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.87 Vert(CT) -0.35 33-34 >666 240 BCLL 0.0 Rep Stress Incr YES WB 0.79 Horz(CT) 0.05 27 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-S Weight:175 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.1(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.1(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (lb/size) 38=883/0-3-8,20=516/0-4-8,27=2280/0-5-8 Max Gray 38=919(LC 3),20=649(LC 4),27=2280(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-38=-915/0,19-20=-643/0,1-2=-928/0,2-3=-2260/0,3-4=-3013/0,4-5=-3115/0, 5-6=-3115/0,6-7=-3115/0,7-8=-2175/0,8-10=-855/358,10-11=0/1618,11-12=0/1891, 12-13=-765/1226,13-14=-1550/560,14-15=-1550/560,15-16=-1550/560, 16-18=-1406/140,18-19=-619/22 BOT CHORD 35-37=0/1742,34-35=0/2761,33-34=0/3208,32-33=0/3115,31-32=0/2704, 30-31=-100/1650,28-30=-689/23,27-28=-2860/0,26-27=-2860/0,25-26=-1537/287, 24-25=-914/1232,23-24=-560/1550,22-23=-286/1602,21-22=-55/1163 WEBS 11-27=-2239/0,1-37=0/1197,11-28=0/1654,2-37=-1133/0,10-28=-1571/0,2-35=0/720, 10-30=0/1216,3-35=-696/0,8-30=-1162/0,3-34=0/351,8-31=0/776,4-34=-271/14, 7-31=-793/0,4-33=-459/195,7-32=0/852,6-32=-396/0,19-21=-30/797,11-26=0/1323, 18-21=-756/45,12-26=-1236/0,18-22=-119/338,12-25=0/849,16-22=-273/202, 13-25=-862/0,16-23=-536/0,13-24=0/850,14-24=-384/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 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. Walter P.Finn PE No.22839 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 12,2019 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERANCE PAGE MI1-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiiekN connectors.This design is based only upon parameters shown,and is for an individual building component,not mll, V 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 MeV 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.seeANSI/TPI1 Quolkv Criteria.D3649 and PCS!Bolding Component 6904 Parke East Blvd. Safety Mormalbnvvailoble from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Childers Residence T17582056 18636CE F22 Floor 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s Nov 16 2018 MiTek Industries,Inc. Fri Jul 12 05:23:38 2019 Page 1 ID:HN71_W yEaVnC8lJYst36jCzTQRq-RAwVCRvLEvgQiKDyuFNMQx4Bj0vL5t42vJTTkFyyvNJ 0-4-0 sole=1:57.9 3x6= 1.5x3 II 5x6=4x6= 1.5x3 II 3x6 FP= 4x6= 8x10= 4x6= 1.5x3 II 3x6 FP= 1.5x3= 1 2 3 4 5 6 7 8 9 10 11 12 13 /4 15 16 17 18 19 20 a tl s 41 o v m s 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 1.5x3= 3x6 FP= 3x6= 4x6= 4x6= 4x6= 4x6= 4x6= 1.5x3 II 3x6 FP= 0'4)0 3-1-0 5-7-0 } 8-1-0 10-8-8 111-31613-2-12 15-8-12 18-2-12 119-74?0-11-14 23-5-12 1 29-9-12 32-3-12 (33-9-12{ 0-4-0 2-9-0 2-6-0 2-6-0 2-7-8 0-6-}41-11-6 2-6-0 2-6-0 1-4-8 1-4-8 2-6-0 6-4-0 2-6-0 1-6-0 Plate Offsets(X,Y)-- [1:0-18,Edge],[3:0-1-8,Edge],[8:0-18,Edge],[20:0-1-8,Edge],[22:0-1-12,Edge],[24:0-1-8,Edge],[25:0-1-8,Edge],[26:0-1-12,Edgej,[29:0-2-8,Edge], [34:0-18,EdgeJ,[39:0-18,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 0.92 Vert(LL) -0,28 34-35 >834 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.75 Vert(CT) -0.38 34-35 >613 240 BCLL 0.0 Rep Stress lncr YES WB 0.77 Horz(CT) -0.03 21 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-S Weight:176 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.1(flat) TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, BOT CHORD 2x4 SP No.1(flat)*Except* except end verticals. 30-37:2x4 SP SS(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3(flat) REACTIONS. (lb/size) 21=540/0-4-8,1=889/0-3-8,28=2226/0-5-8 Max Gray 21=656(LC 4),1=927(LC 3),28=2226(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 20-21=-649/0,1-3=-1006/0,3-4=-1703/0,4-5=-2721/0,5-6=-3193/0,6-7=-2983/0, 7-8=-2983/0,8-10=-2319/0,10-11=-1036/311,11-12=0/1369,12-13=0/1635, 13-14=-819/1017,14-15=-1587/417,15-16=-1587/417,16-17=-1587/417,17-19=-1426/63, 19-20=-627/0 BOT CHORD 38-39=0/1004,36-38=0/2346,35-36=0/3085,34-35=0/3201,33-34=0/2983,32-33=0/2983, 31-32=-70/1781,29-31=-588/248,28-29=-2581/0,27-28=-2581/0,26-27=-1304/348, 25-26=-733/1279,24-25=-417/1587,23-24=-181/1629,22-23=-2/1177 WEBS 3-39=-823/0,1-39=0/1306,12-28=-2184/0,3-38=0/950,12-29=0/1613,4-38=-895/0, 11-29=-1536/0,4-36=0/522,11-31=0/1154,5-36=-505/0,10-31=-1089/0,10-32=0/807, 8-32=-1054/0,6-34=-727/32,7-34=-41/369,8-33=0/355,20-22=0/806,12-27=0/1288, 19-22=-765/11,13-27=-1204/0,19-23=-86/346,13-26=0/816,17-23=-283/164, 14-26=-824/0,17-24=-484/0,14-25=0/798,15-25=362/0 NOTES- 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 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)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 5)CAUTION,Do not erect truss backwards. Walter P.Finn PE No.22839 MiTek LISA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 12,2019 V WARNING-Verily design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rov.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 Milek. 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,seeANSVIPII Quality Criteria.DS549 and Mil Belding Component 6904 Parke East Blvd. Safety YNormatbrgvailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss 'Truss Type Qty Ply Childers Residence T17582057 18636CE F24 Floor 8 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s Nov 16 2018 MiTek Industries,Inc. Fri Jul 12 05:23:39 2019 Page 1 ID:HN71_WyEaVnCBIJYst36jCzTQRq-vMUtPnw_?DyHKUn8Szuby9cW IPJNgPOB8zDOHhyyvNl 0-1-8 H l 1-3-0 I 1-2-4 I 0, 8 Scalp=1:24.3 4x6= 4x6= 1.5x3= 1.5x3 II 1.5x3 II 1.5x3= 1 2 3 4 5 6 7 8 • o 7 18 1 o ___IN X./ N a 40/.i X / X Nir/ e • • e 15 14 13 12 11 /0 4x6= 4x6= • 1-6-0 4-0-0l 10-5-4 I 12-11-4 I 14-5-4 1-6-0 2-6-0 6-5-4 2-6-0 1-6-0 Plate Offsets(X,Y)— [1:Edge,0-1-8],[8:0-1-8,Edge],[12:0-1-8,Edge],[13:0-1-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.29 Vert(LL) -0.09 13 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.44 Vert(CT) -0.13 13 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.47 Horz(CT) 0.03 9 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-S Weight:76 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.1(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.1(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 16=774/0-5-8,9=774/0-4-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-16=-769/0,8-9=-769/0,1-2=-764/0,2-3=-1795/0,3-4=-2273/0,4-5=-2273/0,5-6=-2273/0,6-7=-1795/0, 7-8=-764/0 BOT CHORD 14-15=0/1432,13-14=0/2131,12-13=0/2273,11-12=0/2131,10-11=0/1432 WEBS 8-10=0/984,1-15=0/984,7-10=-930/0,2-15=-930/0,7-11=0/505,2-14=0/505,6-11=-466/0,3-14=-466/0, 6-12=-62/402,3-13=-62/402 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2)All plates are 3x4 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. Walter P.Finn PE No.22639 Mack USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33810 Date: July 12,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE 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,seeANSVT9l1 Quality Crlt•ila,DS549 and SCSI Balding Component 6904 Parke East Blvd. Safely Inlonnatiomvailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type r Qty Ply Childers Residence T17582058, 18636CE F25 Floor Supported Gable 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s Nov 16 2018 MiTek Industries,Inc. Fn Jul 12 05:23:40 2019 Page 1 I D:HN7I_W yEaVnC8IJYst36jCzTQRq-NY2 Fd7xcm W 48xeMK0g PgVM9IdpI LZz5LMdyZp7yyvNH 018 0-1HI8 Scale:1/2"=1' 1 2 3 4 5 6 7 8 9 10 11 12 O b '9 O O O O' 9 0 2 r _ i _ — — __,:i _.0 — — _ 26 o o O v 24 23 22 21 20 19 18 17 16 15 14 13 3x4= 3x4= 14-5-4 14-5-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) Udefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.06 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 0.03 Horz(CT) 0.00 13 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-R Weight:65 lb FT=20%F,11%E LUMBER- BRACING- TOP CHORD 2x4 SP No.1(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.1(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3(flat) REACTIONS. All bearings 14-5-4. (Ib)- Max Gray All reactions 250 lb or less at joint(s)24,13,23,22,21,20,19,18,17,16,15,14 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)All plates are 1.5x3 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. Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 8904 Parke East Blvd.Tampa FL 33810 Date: July 12,2019 _/- II I II - - -- P A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.1003/2015 BEFORE USE. Design valid for use only with Make connectors.This design is based only upon parameters shown,and is for on 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,seeANS1/1P11 Qualky Cdf.da,DSS-89 and SCSI luIdk g Component 6904 Parke East Blvd. Safety Ydorma&o11availoble from Truss Rate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Childers Residence i T175820591I 18636CE FGO6 FLOOR 1 3 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s Nov 16 2018 MiTek Industries,Inc. Fri Jul 12 05:23:41 2019 Page 1 ID:HN7l_W yEaVnC8lJYst36jCzTQRq-rlcegTyE W qC?ZoxW ZNw32aijiDs W I HTUbHi7LayyvNG 2-6-11 4-11.11 7-4-10 9-9-10 12-2-9I 14-7-9 17-2-4 2-6-11 2.4.15 I 2-4-15 I 2-4-15 2-4-15 2-4.15 2-6-11 Scale=1:29.0 2x4 II 2x4 I I 6x8= 4x6= 5x6= 1 5x6= 24x8= 34x5= 4 5 6 7 8 • I I I II I u e - e b e o--- 17 15 18 14 13 19 12 20 11 21 10 22 4x5 II THD46 6x6 =THD46 8x10= 7x6= THD46 4x5= THD46 4x6= 5x6= 4x5 II THD46 THD46 THD46 THD46 2-6-11I 4-11-11 l 7-4-10 I 9-9-10 I 12-2-9 I 14-7-9 I 17-2-4 2-6-11 2-4-15 2-4-15 2-4-15 2-4-15 2-4-15 2-6-11 Plate Offsets KY)- [1:0-2-0,0-2-8],[2:0-2-12,0-2-0],[6:0-3-8,0-3-0],[7:0-2-8,0-2-0],[8:0-2-0,0-2-8],[9:Edge,0-3-8],[10:0-2-0,0-2-8],[11:0-2-8,0-2-0],[13:0-3-0,0-4-4], [14:0-5-0,0-5-0],[15:0-2-0,0-3-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.87 Vert(LL) -0.40 12-13 >505 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.97 Vert(CT) -0.55 12-13 >371 240 BCLL 0.0 Rep Stress!nor NO WB 0.60 Horz(CT) 0.05 9 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-MS Weight:277 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 3-10-0 oc purlins, BOT CHORD 2x6 SP No.2*Except* except end verticals. 9-14:2x6 SP SS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3*Except* 1-15,2-14,3-13,6-12,7-11,8-10:2x4 SP No.1 REACTIONS. (lb/size) 16=4567/0-3-8,9=4169/0-3-8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-16=-3755/0,1-2=-9325/0,2-3=-15258/0,3-4=-18337/0,4-5=-18337/0,5-6=-18337/0, 6-7=-15391/0,7-8=-9148/0,8-9=-3679/0 BOT CHORD 15-16=0/550,14-15=0/9325,13-14=0/15477,12-13=0/18337,11-12=0/15609, 10-11=0/9148,9-10=0/505 WEBS 2-15=-2578/0,3-14=-1451/0,6-11=-1449/0,7-10=-2608/0,1-15=0/9441,2-14=0/6441, 3-13=0/3356,6-12=0/3243,7-11=0/6717,8-10=0/9299 NOTES- 1)3-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-7-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-5-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 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. 3)Unbalanced floor live loads have been considered for this design. 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 USP THD46(With 16d nails into Girder&10d nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 1-1-4 from the left end to 15-1-4 to connect truss(es)to back face of bottom chord. 6)Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1)Dead+Floor Live(balanced):Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:9-16=-10,1-8=-100 Walter P.Finn PE No.22839 Concentrated Loads(Ib) fdiTek USA,Inc.FL Cert 6634 Vert:14=-860(B)13=-860(B)17=-860(B)18=-860(B)19=-860(B)20=-860(B)21=-860(B)22=-860(B) 8804 parka East Blvd.Tampa FL 33810 Date: July 12,2019 / 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE 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 ST building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MeV 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.seeANSVIPI1 Quality Cdl•da,035-89 and SCSI Suldltg Component 6904 Parke East Blvd. Safety Infonna1aee voiloble from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 r � Job Truss Truss Type Qty Ply Childers Residence T17582060 18636CE FT01 GABLE 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s Nov 16 2018 MiTek Industries,Inc. Fri Jul 12 05:23:42 2019 Page 1 ID:HN7l_W yEaVnC8IJYst36jCzTORq-JxA02pysH8KsByWj75RIanE50dRm 1 tOdgxRgtOyyvNF 3-6-0 4-10-0 6-2-0 3-6-0 1-4-0 1-4-0 0.25 FIT Scale=1:11.5 1 2 3 13 4 5 6 •:::•: • •:: :❖:❖:❖:❖:❖::❖:❖::•::❖:❖::❖:❖:❖:❖: .•.:❖:❖:❖:❖:❖:❖:❖:❖:❖:❖:❖:❖::❖ .:.❖.❖.❖.❖.❖.❖.❖::.❖.❖.❖.❖.❖.•::.❖.❖:❖:❖.❖.❖.❖.❖.❖.❖.❖.❖.❖.❖.❖.❖.❖.❖.❖.❖.❖.❖.❖.•::.❖:::::.❖.❖.❖::..�.❖:::.:❖.• 12 11 10 9 8 7 3x8 II 3x8 II Plate Offsets(X,Y)— 11:0-0-0,0-1-0],[12:0-5-12,0-0-0],[12:0.0-0,0-1-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 60.0 Plate Grip DOL 1.00 TC 0.04 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(CT) rVa - n/a 999 BCLL 10.0 * Rep Stress Incr YES WB 0.04 Horz(CT) 0.00 7 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-R Weight:21 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.1 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 6-2-0. (Ib)- Max Horz 12=36(LC 9) Max Uplift All uplift 100 lb or less at joint(s)12,7,11,10,9,8 Max Gray All reactions 250 lb or less at joint(s)12,7,11,10,9,8 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=101mph;TCDL=5.0psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=2ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)0-1-12 to 3-1-12,Exterior(2)3-1-12 to 6-0-4 zone;end vertical left and right exposed;porch 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) Provide adequate drainage to prevent water ponding. 4)All plates are 2x4 MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. 6)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 7)Gable studs spaced at 1-4-0 oc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)*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,with BCDL=5.0psf. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)12,7,11,10,9, 8. Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cart 6634 8904 Parke East Blvd.Tampa FL 33810 Date: July 12,2019 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE 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,seeANsl/WP11 Quality Criteria.DS11-89 and SCSI Building Component 6904 Parke East Blvd. Safety Iefonnafbnavailable from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss ,Truss Type Qty Ply Childers Residence T17582061 18636CE FT02 Monopitch 17 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s Nov 16 2018 MiTek Industries,Inc. Fri Jul 12 05:23:43 2019 Page 1 ID:HN7I_WyEaVnC8IJYst36jCzTQRq-n7jOF9zU2RSjo65vhoyX7?nB_1 gsmJUn2bBDQSyyvNE 3-1-0 6-2-0 3-1-0 i 3-1-0 Scale=1:11.5 0.25 NY II 4x5= 3x4 1 3x4= 2 3 5 4 2x4 I I 3x4= 4x5= l 3-1-0 6-2-0 3-1-0 3-1-0 Plate Offsets(X,Y)-- [1:0-0-0,0-0-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 60.0 Plate Grip DOL 1.00 TC 0.37 Vert(LL) -0.06 5 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.47 Vert(CT) -0.07 5 >946 240 BCLL 10.0 * Rep Stress Incr YES WB 0.12 Horz(CT) 0.01 4 rt/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-MS Wind(LL) 0.05 5 >999 240 Weight:24 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.1 except end verticals. WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 8-4-8 oc bracing. 1-6:2x6 SP No.2 REACTIONS. (lb/size) 6=434/0-3-8,4=434/Mechanical Max Horz 6=36(LC 9) Max Uplift 6=-192(LC 8),4=-193(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-6=-302/195,1-2=-629/499 BOT CHORD 5-6=-522/623,4-5=-522/621 WEBS 2-4=-433/350 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;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)0-2-12 to 3-0-15,Interior(1)3-0-15 to 6-0-4 zone;end vertical left and right exposed;porch left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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 will fit between the bottom chord and any other members,with BCDL=5.Opsf. 5) Refer to girder(s)for truss to truss connections. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b) 6=192,4=193. Wafter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 8904 Parke East Blvd.Tampa FL 33610 Date: July 12,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10413/2015 BEFORE USE. bur 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 buss systems,seeANSVIPII Quality Catena,DSB-$9 and SCSI Bolding Component 6904 Parke East Blvd. Safety Ydomlatlonovailable from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type (iffy Ply Childers Residence T17582062' 18636CE HJ1 Roof Special Girder 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s Nov 16 2018 MiTek Industries,Inc. Fri Jul 12 05:23:44 2019 Page 1 ID:HN71 WyEaVnCBIJYst36jCzTQRq-FKHmSU_6pIbaQFg5FWTmfCJJEQORVIjwHFwnyvyyvND -1-10-10 7-0-0 9-2-15 1-10-10 7-0-0 2-2-15 Scale=1:20.6 2x4 I I NAILED 4 NAILED — 2x4'' 3 3.54112 NAILED V+ NAILED 9 2 n nn 10 „ 12 NAILED NAILED NAILED 3x5= NAILED NAILED NAILED 5 3x5= 9-2-9 9-2715 9-2-9 0-0-6 Plate Offsets(X,V)-- [2:0-1-4,Edge],[5:0-1-12,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) 0.33 5-8 >326 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.51 Vert(CT) -0.31 5-8 >347 180 BCLL 10.0 " Rep Stress Incr NO WB 0.12 Horz(CT) 0.00 5 n/a n/a BCDL 5.0 t Code FBC2017/TPI2014 Matrix-MS Weight:39 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.1 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 9-9-15 oc bracing. REACTIONS. (lb/size) 2=456/0-8-6,5=398/0-7-0 Max Horz 2=145(LC 24) Max Uplift 2=-388(LC 8),5=-346(LC 8) Max Gray 2=464(LC 2),5=436(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-444/269 BOT CHORD 2-5=-318/408 WEBS 3-5=-506/381 NOTES- 1)Wind:ASCE 7-10;Vult=l3Omph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);porch 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,with BCDL=5.0psf. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 2=388,5=346. 5)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails per NDS guidlines. 6) 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 Uniform Loads(plf) Vert:1-4=-60,5-6=-10 Concentrated Loads(Ib) Vert:3=-67(F=-34,B=-34)10=29(F=14,B=14)11=-11(F=-5,B=-5)12=-52(F=-26,B=-26) Walter P.Finn PE No.22839 Mitck USA,Inc.FL Cert 6634 8904 Parke East Blvd.Tampa FL 33610 Date: July 12,2019 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE 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,seeANSVlpll Quality Cdtoda,DS8-89 and SCSI Balding Companion} 6904 Parke East Blvd. Safety Infonnafbnovailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Oty Ply Childers Residence T17582063 18636CE 1-1J2 Diagonal Hip Girder 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s Nov 16 2018 MiTek Industries,Inc. Fri Jul 12 05:23:45 2019 Page 1 ID:HN7I_W yEaVnC8IJYst36jCzTQRq-kW r8gq?ka3jR2PFIoD??CQsUvgM2 E2h4W vgKULyyvNC -1-10-10 4-0-0 9-10-1 1-10-10 4-0-0 5-10-1 4 Scale=1:22.6 NAILED 7,11 Id NAILED 3.54 NAILED 1 NAILED 3x4 3 a PI d � � N 2 '•' I I I I I 1 127 13 NAILED H NAILED 2x4 5 3x4= 6 NAILED NAILED NAILED 3x4= NAILED 4-0-0 9-8-9 910-1 4-0-0 5-8-9 0-1.8 Plate Offsets(X,Y)-- [6:0-4-11,0-1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) -0.07 6-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.49 Vert(CT) -0.12 6-7 >944 180 BCLL 10.0 * Rep Stress Incr NO WB 0.71 Horz(CT) 0.01 6 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-MS Weight:43 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 5-10-7 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=175/Mechanical,2=481/0-8-6,6=243/Mechanical Max Horz 2=152(LC 8) Max Uplift 4=-104(LC 8),2=-238(LC 8),6=-54(LC 8) Max Gray 4=175(LC 1),2=498(LC 28),6=304(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1044/248 BOT CHORD 2-7=-333/991,6-7=-333/991 WEBS 3-6=-1013/340 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional);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,with BCDL=5.Opsf. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)6 except(jt=lb) 4=104,2=238. 6)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails per NDS guidlines. 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 Uniform Loads(plf) Vert:1-4=-60,5-8=-10 Concentrated Loads(Ib) Vert:7=-11(F=-5,B=-5)11=-67(F=-34,B=-34)12=29(F=14,B=14)13=-52(F=-26,B=-26) Walter P.Finn PE No.22839 Mitek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 12,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Me-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,seeANSVIPII Cuallly Cdteda,DS11-59 and SCSI Bolding Component 6904 Parke East Blvd. Safely tnfoimallonavailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Childers Residence T17582064 18636CE HJ3 DIAGONAL HIP GIRDER 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s Nov 16 2018 MiTek Industries,Inc. Fri Jul 12 05:23:46 2019 Page 1 ID:HN7I_WyEaVnC8IJYst36jCzTQRq-CiPXtA?NLMrHfZgUMxW EkdPfcEhFzVoDIZPu1 nyyvNB -1-10-10 4-0-0 9-10-6 1-10-10 I 4-0-0 5-10-6 Scale=1:21.5 4 NAILED " NAILED 3.54 12 11 NAILED I I NAILED 3x4 3 2 11- 11111111 I ,'s�� 12 7NAILED 13 NAILED 2x4 I NAILED 5 3x4— NAILED NAILED 6 NAILED 3x4= 0 1]6 4-0-0 i 9-10-6 0-1-6 3-10-10 5-10-6 Plate Offsets(X,V)-- [6:0-4-11,0-1-8] 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 0.54 Vert(LL) 0.13 6-7 >912 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.49 Vert(CT) -0.13 6-7 >934 180 BCLL 10.0 " Rep Stress Incr NO WB 0.72 Horz(CT) 0.01 6 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-MS Weight:43 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 5-10-4 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 6-7-14 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=176/Mechanical,6=242/Mechanical,2=481/0-4-15 Max Horz 2=153(LC 8) Max Uplift 4=-116(LC 8),6=-244(LC 8),2=-409(LC 8) Max Gray 4=176(LC 1),6=304(LC 2),2=492(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1047/732 BOT CHORD 2-7=-790/995,6-7=-790/995 WEBS 3-6=-1017/808 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional);porch 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,with BCDL=5.0psf. 4) Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b) 4=116,6=244,2=409. 6)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails per NDS guidlines. 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 Uniform Loads(plf) Vert:1-4=-60,5-8=-10 Concentrated Loads(Ib) Vert:7=-10(F=-5,B=-5)11=-67(F=-34,B=-33)12=30(F=14,B=15)13=-52(F=-26,B=-26) Walter P.Finn PE No.221339 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 12,2019 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10403/2015 BEFORE USE. Design valid for use only with MTek®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,seeANSI/TPII Quality Crs.rla,DS!-59 and SCSI Bolding Component 6904 Parke East Blvd. SafNy Yrfoenalorrovoiloble from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314 Tampa,FL 33610 Job Truss Truss Type Qty Ply Childers Residence T17582065 18636CE T01 COMMON GIRDER 1 L Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s Nov 16 2018 MiTek Industries,Inc. Fri Jul 12 05:23:47 2019 Page 1 I D:HN7I_W yEaVnC8lJYst36jCzTQRq-gvzv5W 0?6gz8Hj Pgwe1 THnctLevhi_KNzD9RZDyyvNA 4-4-0 8-8-0 4-4-0 4-4-0 Scale:3/4"=1' 4x5 I I 5.00 12 3 9 10 11 = THD26 THD26 3x8 II THD26 THD26 5x6= 5x6=- 4-4-0 4-4-0 { 8-8-0 4-4-0 4-4-0 Plate Offsets(X,Y)-- 14:0 4-12,0 1-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) -0.06 4-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.99 Vert(CT) -0.10 4-6 >999 180 BCLL 10.0 " Rep Stress lncr NO WB 0.64 Horz(CT) 0.03 3 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-MP Weight:73 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 5-8-10 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=2847/0-5-8,3=2495/0-5-8 Max Horz 1=33(LC 7) Max Uplift 1=-1036(LC 8),3=-909(LC 8) Max Gray 1=3021(LC 2),3=2647(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-4786/1649,2-3=-4789/1651 BOT CHORD 1-4=-1481/4420,3-4=-1481/4420 WEBS 2-4=-1125/3355 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 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-7-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 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. 3) Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=3.0psf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*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,with BCDL=5.0psf. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=1036,3=909. 8)Use USP THD26(With 16d nails into Girder&NA9D nails into Truss)or equivalent spaced at 2-0-8 oc max.starting at 0-11-12 from the left end to 7-0-4 to connect truss(es)to back face of bottom chord. 9)Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Walter P.Finn PE No.22839 Uniform Loads(plf) MiTek USA,Inc.FL Cert 6634 Vert:1-2=-60,2-3=-60,1-3=-10 Concentrated Loads(Ib) 8904 Parke East Blvd.Tampa FL 33810 Date: Vert:6=-1187(B)9=-1189(8)10=-1180(8)11=-1180(8) July 12,2019 � r A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE Me-7473 rev.10/03r2015 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.seeANSViPl1 Quality CdtOrIa,NII-89 and SCSI Sinding Component 6904 Parke East Blvd. Safety Infoimafbnovoilabie from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Childers Residence T17582066 18636CE T02 Common Girder 1 n G Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 a Nov 16 2018 MiTek Industries,Inc. Fri Jul 12 05:23:48 2019 Page 1 ID:HN7I_W yEaVnC8IJYst36jCzTQRq-85XHIs1 dt_5?vt_IUMYig2U472JbRTvW Ctu_5gyyvN9 3-6-8 7-1-0 3-6-8 3-6-8 Scale=1:13.8 4x5 I I 2 5.00171-2- . • 3 1 9 ♦ THD26 43x8 II THD26 THD26 5x6= 5x6= 3-6-8 7-1-0 3-6-8 3-6-8 Plate Offsets(X,V)-- [4:0-4-12,0-1-8j LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) -0.03 4-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.05 4-6 >999 180 BCLL 10.0 " Rep Stress Incr NO WB 0.49 Horz(CT) 0.02 3 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-MP Weight:60 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=1905/0-5-8,3=2222/0-5-8 Max Horz 1=27(LC 24) Max Uplift 1=-700(LC 8),3=-844(LC 8) Max Gray 1=2018(LC 2),3=2341(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-3707/1305,2-3=-3709/1305 BOT CHORD 1-4=-1171/3428,3-4=-1171/3428 WEBS 2-4=-882/2574 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 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-8-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 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. 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-10;Vult=13omph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);Lumber DOL=1.60 plate grip DOL=1.60 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*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=5.Opsf. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=700,3=844. 8) Use USP THD26(With 16d nails into Girder&NA9D nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 1-9-12 from the left end to 5-9-12 to connect truss(es)to front face of bottom chord. 9) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Walter P.Finn PE No.22839 Uniform Loads(plf) MiTek USA,Inc.FL Cert 6634 Vert:1-2=-60,2-3=-60,1-3=-10 Concentrated Loads(Ib) 6904 Parke East Blvd.Tampa FL 33610 Date: Vert:4=-1180(F)8=-1270(F)9=-1180(F) July 12,2019 0 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.10/03/2015 BEFORE USE. 1111/11111 Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for on 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,seeAN31/IPIl Quality CdtNAo,D$5-$9 and!CSI&Aiding Component 6904 Parke East Blvd. Safety Infonnallonavailable from Truss Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Childers Residence T17582067 18636CE T03 HIP GIRDER 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL•32256, 8.220 s Nov 16 2018 MiTek Industries,Inc. Fri Jul 12 05:23:50 2019 Page 1 ID:HN7I_W yEaVnC8lJYst36jCzTQRq-4Ue1 jY2tPbLj8A7FbmaAvTZEor?6VMPpfBN5AYyyvN7 1-4-0 7-0-0 13-10-9 20-7-7 27-6-0 34-6-0 35.10 1-4-0 I 7-0-0 I 6-10-9 j 6-8-13 i 6-10-9 7-0-0 r 1-4-01 Scale=1:60.5 7x10= 7x10 z----- 4x5= 6x6= 5.00 12 3 19 20 24 4 5 25 21 22 6 6 23 26 6 2 7 all - 0 8 /7,9 12 11 10 9 3x5 2x4 II 6x6= 7x10= 2x4 II 3x5= 7-0-0 13-10-9 20-7-7 27-6-0 34-6-0 7-0-0 l 6-10-9 I 6-8-13 I 6-10-9 I 7-0-0 Plate Offsets(X,Y)-- [3:0-4-4,0-2-4],16:0-4-4,0-2-41[10:0-3-8,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) -0.38 10-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.63 10-11 >655 180 BCLL 10.0 * Rep Stress Incr NO WB 0.55 Horz(CT) 0.13 7 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-MS Weight:156 lb FT=20% LUMBER- BRACING- TOP RACINGTOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 5-3-9 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1288/0-5-8,7=1288/0-5-8 Max Horz 2=-76(LC 10) Max Uplift 2=-500(LC 12),7—500(LC 12) Max Gray 2=1399(LC 17),7=1399(LC 18) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2812/1169,3-4=-3714/1583,4-5=-3731/1595,5-6=-3713/1582,6-7=-2812/1169 BOT CHORD 2-12=-956/2588,11-12=-956/2598,10-11=-1423/3756,9-10=-969/2541,7-9=-970/2531 WEBS 3-11=-546/1352,4-11=458/264,5-10=-434/267,6-10=-545/1351 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=3.Opsf;h=25ft;B=45ft;L=35ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-0 to 2-1-6,Interior(1)2-1-6 to 7-0-0,Exterior(2)7-0-0 to 11-10-9,Interior(1)11-10-9 to 27-6-0,Exterior(2)27-6-0 to 32-4-9,Interior(1)32-4-9 to 35-10-0 zone;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.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=5.Opsf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b) 2=500,7=500. Walter P.Finn PE No.22839 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 12,2019 t A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE 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. 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,seeANSI/lpll Quality Cdt.da,DSI-89 and ICSI Bolding Campo/writ 6904 Parke East Blvd. Safely Ydormallonovailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 'Job Truss Truss Type , Qty Ply Childers Residence T17582068 18636CE T04 Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s Nov 16 2018 MiTek Industries,Inc. Fri Jul 12 05:23:51 2019 Page 1 ID:HN7I_W yEaVnC8IJYst36j CzTQRq-YgCPwu3VAvTamKi R9U6P Rh6P5FLKegNyug7fi?yyvN6 -1-4-01 9-0-0 I 17-3-0 i 25-6-0 34-6-0 �5-10 9 1-40 9-0-0 8-3-0 8-3-0 9-0-0 1-4-0 Scale=1:60.5 7x10= 7x10= 7x6= 5.00 r.i2 3 19 20 21 4 22 23 24 5 a u s 18 25 17 26 4 6 01 2 I'f Y I-I 7 I T al 0 10 9 8 3x5= 7x6= 7x10= 7x6= 3x5= 9-0-0 1 17-3-0 1 25-6-0 l 34-6-0 9-0-0 8-3-0 8-3-0 9-0-0 Plate Offsets(X,Y)-- [2:0.0-14,Edge],[3:0-4-4,0-2-4],[5:0-4-4,0-2-4],[6:0-0-14,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) -0.27 10-13 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.44 10-13 >931 180 BCLL 10.0 ' Rep Stress Incr YES WB 0.51 Horz(CT) 0.11 6 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-MS Weight:151 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP SS*Except* TOP CHORD Structural wood sheathing directly applied. 3-4,4-5:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 5-11-15 oc bracing. BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1287/0-5-8,6=1288/0-5-8 Max Horz 2=-95(LC 10) Max Uplift 2=-500(LC 12),6=500(LC 12) Max Gray 2=1401(LC 17),6=1401(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2678/1110,3-4=-3067/1352,4-5=-3067/1352,5-6=-2678/1110 BOT CHORD 2-10=-884/2459,9-10=-884/2459,8-9=-897/2393,6-8=-897/2393 WEBS 3-10=0/289,3-9=-336/861,5-9=-336/861,5-8=0/289,4-9=-552/323 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=3.Opsf;h=25ft;B=45ft;L=35ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-0 to 2-1-6,Interior(1)2-1-6 to 9-0-0,Exterior(2)9-0-0 to 13-10-9,Interior(1)13-10-9 to 25-6-0,Exterior(2)25-6-0 to 30-4-9,Interior(1)30-4-9 to 35-10-0 zone;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 will fit between the bottom chord and any other members,with BCDL=5.0psf. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 2=500,6=500. Walter P.Finn PE No.22819 Mitek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 12,2019 Q WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MII-7473 rev.10ro3/2015 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 Mi T;�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,seeANA/IPI1 Qualify Criteria,DSS-89 and SCSI Building Component 6904 Parke East Blvd. Safety Informatbrlovoilable from Truss Plate Institute,218 N.Lee Sheet.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type r Qty Ply Childers Residence T17582069 18636CE T05 Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s Nov 16 2018 MiTek Industries,Inc. Fri Jul 12 05:23:53 2019 Page 1 ID:HN71_WyEaVnC8IJYst36jCzTQRq-V3KALZ5miWjl?eSgGv8tX6Bgw31 E6o0FM8clmtyyvN4 1-1.4-01 8-0-0 1 11-0-0 1 17-3-0 1 23-6-0 I 26-6-0 34-6-0 65-10.9 1-4 -0 8-0-0 3-0-0 6-3-0 6-3-0 3-0-0 6-0-0 1-4-0 Scale=1:60.5 7x10= 2x4 II 7x10= 4 23 5 24 6 5.00 NY 4x5 A $ AC 4x5 zz- 3 �` 7 22 `•' 25 21 / 26 7 8 :ii1 $ r L= �' f 9 1-if o :SI o 14 13 12 11 10 3x5= 2x4 II 6x6= 4x10= 6x6= 2x4 II 3x5= 8-0-0 11-0-0 17-3-0 23-6-0 26-6-0 34-6-0 I 8-0-0 I 3-0-0 I - 6-3-0 6-3-0 I 3-0-0 I 8-0-0 Plate Offsets(X,Y)— [4:0-4-4,0-2-4],[6:0-4-4,0-2-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (lac) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) -0.21 11-12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.66 Vert(CT) -0.35 11-12 >999 180 BCLL 10.0 * Rep Stress Incr YES WB 0.24 Horz(CT) 0.11 8 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-MS Weight: 173 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 2-10-0 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 6-2-13 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1287/0-5-8,8=1288/0-5-8 Max Horz 2=-113(LC 10) Max Uplift 2=-500(LC 12),8=-500(LC 12) Max Gray 2=1400(LC 17),8=1400(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2769/1160,3-4=-2359/1076,4-5=-2497/1144,5-6=-2497/1144,6-7=-2359/1076, 7-8=-2769/1160 BOT CHORD 2-14=-954/2572,13-14=-954/2572,12-13=-753/2184,11-12=-766/2126,10-11=-967/2488, 8-10=-967/2488 WEBS 3-13=-584/302,4-13=-192/504,4-12=-222/539,5-12=-439/275,6-12=-222/539, 6-11=-1921505,7-11=-584/302 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=3.Opsf;h=25ft;B=45ft;L=35ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-0 to 2-1-6,Interior(1)2-1-6 to 11-0-0,Exterior(2)11-0-0 to 15-10-9,Interior(1)15-10-9 to 23-6-0,Exterior(2)23-6-0 to 28-4-9,Interior(1)28-4-9 to 35-10-0 zone;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.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=5.0psf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 2=500,8=500. Walter P.Finn PE No.22839 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 12,2019 ter. a WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE 815-7473 rev.16V32015 BEFORE USE. but Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and Is for an individual building component,not o 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,seeANSl/IPI1 Quality Cdts,Ia,DSB-19 and SCSI Bolding Component 6904 Parke East Blvd. Safety Monnallonovallable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Oty Ply Childers Residence T17582070 18636CE TO6 Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s Nov 16 2018 MiTek Industries,Inc. Fri Jul 12 05:23:54 2019 Page 1 I D:HN7I_W yEaVnC8IJYst36j CZTQ Rq-zF uYZv6OTgr9do ROgcf63J kvi S LV rDwPaoLJJJ yyvN 3 -1-4-01 9-3-0 I 13-0-0 I 17-3-0 l 21-6-0 I 25-3-0 i 34-6-0 S5-10-9 1-4-0 9-3-0 3-9-0 4-3-0 4-3-0 3-9-0 9-3-0 1-4-0 Scale=1:60.9 6x8:----- 2x4 II 6x8=_- 4 4 21 5 22 6 5.00 I12 2x4 II 11 B 2x4 II 7 20 3 AiLli.4\- 8 � 19 24 2 ;1 Til. = — 9 Ih d12 25 26 11 27 28 10 '' 6 7x6= 4x10= 7x6= 3x5= 3x5= 9-3-0 17-3-0 25-3-0 34-6-0 _ 9-3-0 8-0-0 i 8-0-0 1 9-3-0 i Plate Offsets(X,Y)-- [2:0-0-10,Edge],[8:0-0_10,Edge] - LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) 1/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) -0.27 12-15 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.78 Vert(CT) -0.47 12-15 >890 180 BCLL 10.0 ' Rep Stress Incr YES WB 0.33 Horz(CT) 0.10 8 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-MS Weight:167 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 6-4-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1291/0-5-8,8=1291/0-5-8 Max Horz 2=132(LC 11) Max Uplift 2=-503(LC 12),8=-503(LC 12) Max Gray 2=1464(LC 17),8=1464(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2845/1106,3-4=-2847/1246,4-5=-2258/987,5-6=-2258/987,6-7=-2847/1246, 7-8=-2845/1106 BOT CHORD 2-12=-891/2646,11-12=-659/2116,10-11=-673/2065,8-10=-905/2557 WEBS 3-12=-485/357,4-12=-396/930,4-11=-123/405,5-11=-309/203,6-11=-122/405, 6-10=-396/931,7-10=-485/357 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=3.0psf;h=25ft;B=45ft;L=35ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-11 to 2-0-12,Interior(1)2-0-12 to 13-0-0,Exterior(2) 13-0-0 to 17-10-9,Interior(1)17-10-9 to 21-6-0,Exterior(2)21-6-0 to 26-4-9,Interior(1)26-4-9 to 35-10-11 zone;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 will fit between the bottom chord and any other members,with BCDL=5.0psf. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 2=503,8=503. Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 12,2019 �1 I - im- Q WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE 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,seeANSVIPII Quality Cdtetia,DSI-59 and SCSI Scalding Component 6904 Parke East Blvd. Safety Monnatamovailoble from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314 Tampa,FL 33610 Job Truss Truss Type City Ply Childers Residence T17582071 18636CE TOGA Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s Nov 16 2018 MiTek Industries,Inc. Fri Jul 12 05:23:56 2019 Page 1 I D:HN71_W yEaVnC8IJYst36jCzTQRq-vdOl_b7e_R5ts5bPy1 ha8kplTG3fJ5ih26gP NCyyvN 1 -1-4-0 7-0-0 9-10-8 13-0-0 19-3-8 21-6-0 26-6-14 34-6-0 5-10.0 11-4-0 I 7-0-0 i 2-10-8 I 3-1-8 I 6-3-8 I 2-2-8 I 5-0-14 1 7-11-2 r1-4-01 Scale=1:62.9 7x10= 4x5= 6x8= 5 23 24 6 7 5.00 FIT2x4 II ��` vat 4 2x4 II 3x4= 22 3 IPP°'-=w= dt 21 14 1111111111111111:1:- a4 127x14 MT20HS= 13 ;� 9 10I- N o , 4x5 eS 12 11 3.00 FIT 7x10= 4x5= 3x5 4x10 0-9.9 9-10-8 I 14-7-0 I 19-3-8 I 26-6-14 I 346-0 0-0-9 9-9-14 4-8-8 4-8-8 7-3-6 7-11-2 Plate Offsets(X,Y)-- [7:0-3-12,0-2-4],[12:0-6-4,Edge],[14:0-6-4,0-3-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) -0.56 14 >742 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.68 Vert(CT) -0.93 14 >445 180 MT2OHS 187/143 BCLL 10.0 * Rep Stress Incr YES WB 0.50 Horz(CT) 0.44 9 n/a n/a BCDL 5.0 I Code FBC2017/TPI2014 Matrix-MS Weight:171 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SP No.1'Except' BOT CHORD Rigid ceiling directly applied or 4-7-3 oc bracing. 2-14:2x4 SP SS WEBS 2x4 SP No.3*Except* 5-14:2x4 SP No.1 REACTIONS. (lb/size) 9=1291/0-5-8,2=1291/0-2-5 Max Horz 2=132(LC 11) Max Uplift 9=-503(LC 12),2=-503(LC 12) Max Gray 9=1400(LC 18),2=1400(LC 17) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-6067/2380,3-4=-5653/2196,4-5=-5655/2277,5-6=-2556/1139,6-7=-2070/1002, 7-8=-2799/1286,8-9=-2774/1140 BOT CHORD 2-14=-2146/5807,13-14=-962/2900,12-13=-742/2127,11-12=-679/1925,9-11=-951/2496 WEBS 3-14=-367/245,5-14=-1289/3480,5-13=-582/239,6-13=-221/744,6-12=-786/385, 7-11=-400/907,8-11=-441/327,7-12=-190/467 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=3.0psf;h=25ft;B=45ft;L=34ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-11 to 2-0-11,Interior(1)2-0-11 to 13-0-0,Exterior(2) 13-0-0 to 17-10-7,Interior(1)17-10-7 to 21-6-0,Exterior(2)21-6-0 to 26-6-14,Interior(1)26-6-14 to 35-10-11 zone;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)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'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,with BCDL=5.Opsf. 7)Bearing at joint(s)2 considers parallel to grain value using ANSIITPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 8)Provide mechanical connection(by others)of truss to bearing plate at joint(s)2. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 9=503,2=503. Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 8904 Parke East Blvd.Tampa FL 33610 Date: July 12,2019 pa Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MN-7473 rev.10V3r2015 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 I fabrication,storage,delivery,erection and bracing of trusses and truss systems.seeANSVIPI1 Quality CAI•do,DS1149 and BCSI Building Component 6904 Parke East Blvd. Safety Infannattanavailable from Truss Plate Institute,21 B N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 1 L Job Truss Truss Type Qty Ply Childers Residence T17582072 18636CE T07 Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s Nov 16 2018 MiTek Industries,Inc. Fri Jul 12 05:23:57 2019 Page 1 I D:HN7I_W yEaVnC8IJYst36jCzTQ Rq-NgahBxSGIkDkUFAbVkCphyMUugN62TI rGmazveyyvNO -1-4-Oi 9-6-0 i 15-0-0 17-3-0 I 19-6-0 25-0-0 _ 34-6-0 5-10-9 1-4-0 9-6-0 5-6-0 2-3-0 2-3-0 5-6-0 9-6-0 1-4-0 Scale=1:61.5 5.00 12 6x6 11 6x6 II 4 5 6x8-;-:- ! ' 6x8 201000000111.11.111111.11111°. 0 216 3 r` rb 19 ;14,441441440140000404440400040404042412444.04444111 22 d1 2 w .. y 7 Vim 8 I$ 12 11 10 9 7x6= 4x5= 4x5= 7x6= 3x5= 3x5= 9-6-0 15-0-0i 17-3-0 i 19-6-0 i 25-0-0 I 34-6-0 9-6-0 5-6-0 2-3-0 2-3-0 5-6-0 9-6-0 Plate Offsets(X,Y)-- [2:0-0-14,Edge],[7:0-0-14,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) -0.31 12-15 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -0.51 12-15 >814 180 BCLL 10.0 ' Rep Stress Incr YES WB 0.77 Horz(CT) 0.11 7 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-MS Weight:159 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1`Except' TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. 1-3,6-8:2x4 SP SS BOT CHORD Rigid ceiling directly applied or 6-5-3 oc bracing. BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1288/0-5-8,7=1288/0-5-8 Max Horz 2=-150(LC 10) Max Uplift 2=-500(LC 12),7=-500(LC 12) Max Gray 2=1455(LC 17),7=1455(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2795/1076,3-4=-2143/908,4-5=-1923/867,5-6=-2143/908,6-7=-2795/1076 BOT CHORD 2-12=-863/2625,11-12=-863/2618,10-11=-558/1935,9-10=-876/2523,7-9=-876/2529 WEBS 3-12=0/282,3-11=-861/397,4-11=-185/604,6-10=-862/397,6-9=0/282,5-10=-185/604 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=3.0psf;h=25ft;8=45ft;L=35ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-0 to 2-1-6,Interior(1)2-1-6 to 15-0-0,Exterior(2)15-0-0 to 24-4-9,Interior(1)24-4-9 to 35-10-0 zone;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 will fit between the bottom chord and any other members,with BCDL=5.Opsf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 2=500,7=500. Wafter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33810 Date: July 12,2019 a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MH-7473 rev.10032016 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 sk- 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.seeANSVIPIl Quality Criteria,D50-89 and SCSI Bolding Component 6904 Parke East Blvd. Safety Intormafbnavailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Childers Residence T17582073 18636CE T07A HIP 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s Nov 16 2018 Mitek Industries,Inc. Fri Jul 12 05:23:58 2019 Page 1 l D:HN7l_W yEaVnC8lJYst36jCzTQRq-r073OH9uW 2La5Pko3Sk2E9vco4kgnuS_VQJ W S5yyvN? 1-4-0 7-0-0 9-10-8 15-0-0 19-6-0 26-8-2 34-6-0 g5_10-p i1-4.0 7-0-0 l 2-10-8 5-1-8 4-6-0 7-2-2 7-9-14 i1-4-01 Scale:3/16"=1' 7x10= 5.00 12 7x10= 5 8 gig • 13 aN 2x4 II 6x8 4 21 7x6 O 7 3 ,► r` �� ro 20 illIllb:llL- .ii-v 27x14MT20HS= 8 _ Ndj1 I 12i' j _ 9 ]e d ' 4x5= CN b 11 23 10 3.001-1l 6x6= 4x5= 3x5= 4x10% 9-10-8I 15-0-0 I 19-3-8 26-8-2 I 34-6-0 9-10-8 5-1-8 4-3-8 7-4-10 7-9-14 Plate Offsets(X,Y)-- [6:0-4-4,0-2-4],[11:0-3-0,0-1-4],[13:0-6-4,0-3-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) -0.65 13 >638 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.70 Vert(CT) -1.06 13 >392 180 MT2OHS 187/143 BCLL 10.0 * Rep Stress Incr YES WB 0.93 Horz(CT) 0.48 8 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-MS Weight:172 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.1`Except* BOT CHORD Rigid ceiling directly applied or 4-8-1 oc bracing. 2-13:2x4 SP SS WEBS 2x4 SP No.3`Except* 5-13:2x4 SP No.1 REACTIONS. (Ib/size) 2=1291/0-5-8,8=1291/0-5-8 Max Horz 2=150(LC 11) Max Uplift 2=-503(LC 12),8=-503(LC 12) Max Gray 2=1429(LC 17),8=1447(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-6230/2306,3-4=-5865/2178,4-5=-5901/2290,5-6=-2234/1002,6-7=-2975/1282, 7-8=-2919/1111 BOT CHORD 2-13=-2075/5974,12-13=-706/2369,11-12=-597/194.4,10-11=-581/1883,8-10=-928/2641 WEBS 3-13=-329/210,4-13=-273/239,5-13=-1458/4037,5-12=-476/226,6-12=-226/647, 6-11=-363/179,6-10=-474/1109,7-10=-498/352 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=3.0psf;h=25ft;B=45ft;L=34ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-11 to 2-0-11,Interior(1)2-0-11 to 15-0-0,Exterior(2) 15-0-0 to 24-4-7,Interior(1)24-4-7 to 35-10-11 zone;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)All plates are MT20 plates unless otherwise indicated. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'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,with BCDL=5.0psf. 7)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 2=503,8=503. Walter P.Finn PE No.22819 MiTek USA,Inc.FL Cott 6634 6904 Parke East Blvd.Tampa FL 33810 Date: July 12,2019 t t A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.199312015 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,notla 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/N4SI/TPI1 Quality Cdtsda,DS11-119 and SCSI Belding Component 6904 Parke East Blvd. Safety Ydo,mallonavailable from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Childers Residence T17582074 18636CE T08 Hip 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s Nov 16 2018 MiTek Industries,Inc. Fri Jul 12 05:24:00 2019 Page 1 ID:HN7I_W yEaVnC8IJYst36jCzTQRq-nP FppzA92fcl Lj uABtm W Ja_5PtRnFsxHzkodVzyyvMz 17-6-0 1-4-0 6-1-3 12-0-0 17-0-0 17 22-6-0 28-4-13 34-6-0 35-10-0 I 1-4-0 I 6-1-3 I 5-10-13 j 5-0-0 040 5-0-0 l 5-10.13 I 6-1-3 11-1-0 0-3-0 Scale=1:61.5 5x6= 5.00 12 5 21 n 4x5 4x5 4 20 8 .% 6x6. 6x6 K. h. • l'qIIIIIIIIIIIIIIIII 3 7 19 \i• •610 .� 22 , 21// B .- d1 _ N. 9 Io 12 11 10 64= 7x10= 6x6= 3x5= 3x5= 17-6-0 6-7-8 8-7-8 l 17-0-0 8.4-8 170-'3LL3 d 25-10-8 8-4-8 I 34-6-0 8-7-8 { 0-3-0 Plate Offsets(X,V)-- [5:0-3-0,0-2-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) -0.22 10-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.60 Vert(CT) -0.36 10-11 >999 180 BCLL 10.0 * Rep Stress Ina YES WB 0.68 Horz(CT) 0.11 8 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-MS Weight:170 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 3-5-11 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 6-7-14 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1288/0-5-8,8=1288/0-5-8 Max Horz 2=-169(LC 10) Max Uplift 2=-500(LC 12),8=-500(LC 12) Max Gray 2=1384(LC 17),8=1384(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2818/1055,3-4=-2599/994,4-5=-1783/786,5-6=-1782/786,6-7=-2599/994, 7-8=-2818/1055 BOT CHORD 2-12=-877/2680,11-12=-654/2098,10-11=-668/2040,8-10=-891/2576 WEBS 4-12=-129/581,4-11=-672/349,6-11=-672/349,6-10=-129/581,5-11=-393/1061, 3-12=-367/222,7-10=-367/222 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=3.0psf;h=25ft;B=45ft;L=35ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-0 to 2-1-6,Interior(1)2-1-6 to 17-3-0,Exterior(2)17-3-0 to 22-1-9,Interior(1)22-1-9 to 35-10-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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 will fit between the bottom chord and any other members,with BCDL=5.0psf. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 2=500,8=500. Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 12,2019 A WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MffEK REFERANCE PAGE 811-7473 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,seeANSVIPII Quality Catena,05849 and SCSI Bolding Component 6904 Parke East Blvd. Safely Informalbrgvailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314 Tampa,FL 33610 r Job Truss Truss Type Qty Ply Childers Residence 117582075 18636CE TO8A Roof Special 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 S Nov 16 2018 MiTek Industries,Inc. Fri Jul 12 05:24:01 2019 Page 1 ID:HN7I_WyEaVnC8IJYst36jCzTQRq-GbpBl lBnpzk9ytTMkaHIroXBJHIW_E8QBOYA1 PyyvMy 17-6-0 1-4-0 7-0-0 9-10-8 13-6-12 17-0-0 17r3-10119-3-8 26-6-14 34-6-0 5-lQ 1 1-4-0 I 7-0-0 I 2-10-8 I 3-8-4 1 3-5-4 0-30 1-9-8 I 7-3-6 I 7-11-2 1-4-0 0-3-0 Scale:3/16'=1' 5x6= 5.00 12 6 2x4 II 4x10----••••••••••00r2 7 5 2x4 II 21 �;. 22 7x6 4 6x8 tr8 3e•ii, 11\11 .1,86x8 20 13 23 v c 2 7x14 MT2OHS= �� 9 10 N if1 ,o..,-",.,.' r. R. I; o , ;_. o 12 11 3.00 rw 8x12= 2x4 II 3x5= 4x10= 7-0.0 9-10-8 19-3-8 26-6-14 34-6-0 7-0-0 1 2-10-8 1 9-5-0 I 7-3-6 I 7-11-2 Plate Offsets(X,Y)-- [5:0-4-12,0-2-0],[6:0.3-0,0-2-0],[12:0-9-0,0-2-12],[13:0-6-4,0-3-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) -0.73 12-13 >568 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -1.22 12-13 >341 180 MT2OHS 187/143 BCLL 10.0 ' Rep Stress'nor YES WB 1.00 Horz(CT) 0.46 9 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-MS Weight:173 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SP No.1 *Except* BOT CHORD Rigid ceiling directly applied or 4-10-15 oc bracing. 2-13:2x4 SP SS WEBS 1 Row at midpt 5-12 WEBS 2x4 SP No.3*Except* 5-13:2x4 SP No.1 REACTIONS. (Ib/size) 2=1291/0-5-8,9=1291/0-5-8 Max Horz 2=169(LC 11) Max Uplift 2=-503(LC 12),9=-503(LC 12) Max Gray 2=1386(LC 17),9=1386(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-6043/2106,3-4=-5654/1924,4-5=-5659/1981,5-6=-1592/738,6-7=-1944/924, 7-8=-2005/828,8-9=-2751/1016 BOT CHORD 2-13=-1884/5819,12-13=-801/2663,11-12=-838/2494,9-11=-837/2499 WEBS 3-13=-371/238,5-13=-1108/3701,5-12=-1567/615,7-12=-288/260,6-12=-576/1224, 8-12=-856/346 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=3.0psf;h=25ft;B=45ft;L=34ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-11 to 2-0-11,Interior(1)2-0-11 to 17-3-0,Exterior(2) 17-3-0 to 22-1-7,Interior(1)22-1-7 to 35-10-11 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)All plates are MT20 plates unless otherwise indicated. 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 will fit between the bottom chord and any other members,with BCDL=5.0psf. 6)Bearing at joint(s)2 considers parallel to grain value using ANSI/-PI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 2=503,9=503. Walter P.Finn PE No.221339 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 12,2019 1 � A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MFTEK REFERANCE PAGE M8-7473 rev.1d032015 BEFORE USE. ill 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,seeANSVIPII Quality Criteria,DS6-89 and SCSI Building Component 6904 Parke East Blvd. Safely klfonnallonovailable horn Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 a r Job Truss Truss Type Qty Ply Childers Residence T17582076 18636CE T09 Common 9 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s Nov 16 2018 MiTek Industries,Inc. Fri Jul 12 05:24:02 2019 Page 1 ID:HN7l_W yEaVnC8lJYst36jCzTQRq-knNaEeCPaHs0a02Z110_O?3Rwh7FjIBaQ2HkasyyvMx 1-4-0 6-1-3 12-0-0 17-3-0 22-6-0 28-4-13 34-6-0 335-10-0o 11-4_0 I 6-1-3 I 5-10-13 I 5-3-0 i 5-3-0 I 5-10-13 i 6-1-3 f 1-4-01 Scale=1:59.6 5x6= 5.00171-2 5 ii 4x5% 20 21 4x5 6 r 1 6x6 6x6 3 7 J icy 2 19 22 8 14 1:3 nim 11 ae Mw/ .. ._. 12 104/1A 2 3x5= 6x6 7x10= 6x6= 3x5=- 8-7-8 8-7 8 17-3.0 25-10.8I 34-6-0 i 8-7-8 8-7-8 8-7-8 8-7-8 Plate Offsets(X,Y)-- ]5:0-3-0,0-2-4] LOADING (psf) SPACING- 2-0-0 l CSI. DEFL. in (Ioc) 1/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) -0.22 11-12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.60 Vert(CT) -0.36 11-12 >999 180 BCLL 10.0 ' Rep Stress Incr YES WB 0.69 Horz(CT) 0.11 8 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-MS Weight:170 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 3-5-11 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 6-9-5 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1288/0-5-8,8=1287/0-5-8 Max Horz 2=170(LC 11) Max Uplift 2=-500(LC 12),8=-500(LC 12) Max Gray 2=1384(LC 17),8=1384(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2818/1028,3-4=-2599/965,4-5=-1777/757,5-6=-1777/757,6-7=-2599/965, 7-8=-2818/1028 BOT CHORD 2-12=-842/2681,11-12=-613/2098,10-11=-634/2040,8-10=-860/2576 WEBS 5-11=-387/1083,6-11=-688/332,6-10=-129/581,7-10=-367/222,4-11=-688/332, 4-12=-129/581,3-12=-367/222 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=3.0psf;h=25ft;B=45ft;L=35ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-0 to 2-1-6,Interior(1)2-1-6 to 17-3-0,Exterior(2)17-3-0 to 20-8-6,Interior(1)20-8-6 to 35-10-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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 will fit between the bottom chord and any other members,with BCDL=5.0psf. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 2=500,8=500. Walter P.Finn PE No.22839 MiTek USA,Inc.FL Cert 6634 8904 Parke East Blvd.Tampa FL 33610 Date: July 12,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MA-7473 rev.1OW32015 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,seeANSVTPI1 Quality Criteria,DSR-e9 and BCSI Balding Companion} 6904 Parke East Blvd. Sa1Ny InfomlaBonavailable from Truss Rate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 I 1 Job Truss Truss Type Qty Ply Childers Residence T17582077 18636CE TO9A Roof Special 7 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s Nov 16 2018 MiTek Industries,Inc. Fri Jul 12 05:24:03 2019 Page 1 ID:HN71_WyEaVnC8IJYst36jCzTQRq-C_xyS_D1 La_tCAdls?JDxDcXo5R_S7cjfi1 H6IyyvMw 1-40 7-0-0 9-10-8 13-6-12 17-3-0 19-3-8 26-6-14 34-6-0 5-10-9 11-4-0 I 7-0-0 I 2-10-8 I 3-8-4 I 3-8-4 2-0-8 I 7-3-6 I 7-11-2 '1-4-0 Scale=1:61.9 5x6= 5.00Ni 6 2x4 II 4x10 �� 7 5 ��,. 21 2x4 IIxera 7x6% 4 6x8 8 3•ji�, 20 13 22••••Al I 1 2 ,.......0;0•0100.° 111111111.11 7x14 MT' = gni 9 10r Ilimommosillnioi Iv N o ' 2 12 11 4x10 3.00 12 8x12= 2x4 I I 3x5= 7-0-0 9-10-8 19-3-8 26-6-14 34-6-0 7-0-0 I 2-10-8 9-5-0 I 7-3-6 I 7-11-2 Plate Offsets(X,Y)— [5:0-4-12,0-2-0],[6:0-3-0,0-2-0],[12:0-9-0,0-2-12],[13:0-6-4,0-3-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) -0.73 12-13 >567 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -1.22 12-13 >340 180 MT2OHS 187/143 BCLL 10.0 ' Rep Stress Incr YES WB 1.00 Horz(CT) 0.46 9 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-MS Weight:173 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SP No.1*Except* BOT CHORD Rigid ceiling directly applied or 5-0-3 oc bracing. 2-13:2x4 SP SS WEBS 1 Row at midpt 5-12 WEBS 2x4 SP No.3*Except* 5-13:2x4 SP No.1 REACTIONS. (lb/size) 2=1291/0-5-8,9=1291/0-5-8 Max Horz 2=170(LC 11) Max Uplift 2=-503(LC 12),9=-503(LC 12) Max Gray 2=1386(LC 17),9=1386(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-6044/2034,3-4=-5655/1849,4-5=-5660/1907,5-6=-1585/708,6-7=-1960/890, 7-8=-2005/805,8-9=-2751/987 BOT CHORD 2-13=-1809/5820,12-13=-756/2664,11-12=-804/2494,9-11=-804/2499 WEBS 3-13=-371/240,5-13=-1064/3703,5-12=-1586/586,7-12=-316/246,6-12=-565/1280, 8-12=-857/338 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=3.Opsf;h=25ft;B=45ft;L=35ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-11 to 2-0-12,Interior(1)2-0-12 to 17-3-0,Exterior(2) 17-3-0 to 20-8-6,Interior(1)20-8-6 to 35-10-11 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)All plates are MT20 plates unless otherwise indicated. 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.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=5.Opsf. 6)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 2=503,9=503. Walter P.Finn PE No.22839 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 12,2019 1 _ I _ A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.10/032015 BEFORE USE. Ivor Design valid for use only with MTek®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,seeANSVIPI1 Quality Cdteda,DS549 and SCSI Bolding Component 6904 Parke East Blvd. Safety tnWmlafonovailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 e r Job Truss Truss Type Oty Ply Childers Residence T17582078 18636CE T10 Common 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 a Nov 16 2018 MiTek Industries,Inc. Fri Jul 12 05:24:05 2019 Page 1 ID:HN7I_W yEaVnC8IJYst36jCzTQRq-8M2itgEHtCEbRUn8zQMhOehzKu80w6x060W OBByyvMu 1-1.4-01 6-1-3 1 12-0-0 I 17-3-0 i 22-6-0 1 28-4-13 34-3-0 1_4_0 6-1-3 5-10-13 5-3-0 5-3-0 5-10-13 5-10-3 Scale=1:57.7 5x6= 5.00 pri 6 4x5-- 23 24 4x5 3x8% 5 7 3x8 4 � tl 2x4 0 it 2x4 9 25 22 2 1pr? d1 ;r f-3 m i a . 14? i. 15 1413 12 11 3x8 MT2OHS= 7x10= 4x5= 3x5= 3x5= 4x5= 3x6= 8-7-8I 12-0-0 1 17-3-0 1 22-6-0 I 25-10-8 1 34-3-0 8-7-8 3-4-8 5-3-0 5-3-0 3-4-8 8-4-8 Plate Offsets(X,Y)-- 16:0-3-0,0-2-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 j Plate Grip DOL 1.25 TC 0.31 Vert(LL) -0.22 11-13 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.60 Vert(CT) -0.37 11-13 >999 180 MT2OHS 187/143 BCLL 10.0 ' Rep Stress lncr YES WB 0.69 Horz(CT) 0.10 10 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-MS Weight:167 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 3-6-1 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 6-8-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1280/0-5-8,10=1197/Mechanical Max Horz 2=168(LC 11) Max Uplift 2=-499(LC 12),10=-426(LC 12) Max Gray 2=1375(LC 17),10=1304(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2800/1026,3-5=-2576/961,5-6=-1757/750,6-7=-1758/760,7-9=-2515/974, 9-10=-2732/1045 BOT CHORD 2-15=-888/2655,13-15=-660/2070,11-13=-645/2000,10-11=-885/2473 WEBS 6-13=-390/1072,7-13=-662/324,7-11=-134/515,5-13=-687/332,5-15=-125/575, 3-15=-370/224,9-11=-338/234 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=3.0psf;h=25ft;B=45ft;L=34ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-0 to 2-1-2,Interior(1)2-1-2 to 17-3-0,Exterior(2)17-3-0 to 20-8-2,Interior(1)20-8-2 to 34-3-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)All plates are MT20 plates unless otherwise indicated. 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 will fit between the bottom chord and any other members,with BCDL=5.Opsf. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 2=499,10=426. Walter P.Finn PE No.22839 Mitek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33810 Date: July 12,2019 • lit QWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE MII-7473 rev.10A232015 BEFORE EFORE U E. Design valid for use only with MiTek®connectors.This design ts based only uponparameters 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,seeANSVIPIl Quality Criteria,0511-89 and!CSI SuIdiing Component 6904 Parke East Blvd. Safety Infolmallatovailable fram Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314 Tampa,FL 33610 i i Job Truss Truss Type Oty Ply Childers Residence T17582079 18636CE T11 Common 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s Nov 16 2018 Mitek Industries,Inc. Fri Jul 12 05:24:06 2019 Page 1 ID:HN7I_W yEaVnC8IJYst36jCzTQRq-cZc44OFveVMS3eMKX7twYrE7bIU 1 fZ7ALgFxjdyyvMt 6-1-3 12-0-0 17-3-0 22-6-0 28-4-13 34-3-0 6-1-3 I 5-10-13 5-3-0 I 5-3-0 i 5-10-13 5-10-3 Scale=1:57.0 5x6= 5.00 FIT 5 1 444 4x5 22 23 4x5 3x6% 4 6 3x6 3 7 2x4 Q t* \ / 41 2x4• • 2 21 24 1 9„, 41 �I 0 m 1 1` lel oy I� d d IA 1 14 1312 11 10 3x8 MT2OHS= 7x10= 3x6= 3x5= 3x5= 4x5= 4x5= 8-7-8 17-3-0 22-6-0 25-10-8 34-3-0 8-7-8 8-7-8 i 5-3-0 3-4-8 i 8-4-8 Plate Offsets(X,Y)-- [5:0-3-0,0-2-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) -0.22 10-12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.61 Vert(CT) -0.37 10-12 >999 180 MT2OHS 187/143 BCLL 10.0 * Rep Stress Incr YES WB 0.70 Horz(CT) 0.10 9 n/a n/a BCDL • 5.0 Code FBC2017/TPI2014 Matrix-MS Weight:165 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 3-5-2 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 6-5-11 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 1=1199/0-5-8,9=1199/Mechanical Max Horz 1=156(LC 11) Max Uplift 1=-428(LC 12),9=-428(LC 12) Max Gray 1=1307(LC 17),9=1305(LC 18) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-2814/1077,2-4=-2587/999,4-5=-1760/761,5-6=-1761/762,6-8=-2518/976, 8-9=-2735/1047 BOT CHORD 1-14=-919/2672,12-14=-663/2075,10-12=-656/2002,9-10=-886/2475 WEBS 5-12=-391/1073,6-12=-662/324,4-12=-691/334,4-14=-159/585,2-14=-378/251, 6-10=-134/515,8-10=-338/234 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=5.0psf;BCDL=3.0psf;h=25ft;B=45ft;L=34ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-5-2,Interior(1)3-5-2 to 17-3-0,Exterior(2)17-3-0 to 20-8-2,Interior(1)20-8-2 to 34-3-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)All plates are MT20 plates unless otherwise indicated. 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 will fit between the bottom chord and any other members,with BCDL=5.0psf. 6) Refer to girder(s)for truss to truss connections. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=428,9=428. Walter P.Finn PE No.22839 MITA USA,Inc.FL Cert 8634 8904 Parke East Blvd.Tampa FL 33810 Date: July 12,2019 ) • Q WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mil-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MTek®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,seeANSI/TPll Qualify Criteria,DS549 and SCSI Building Component 6904 Parke East Blvd. Safely Inlonnallonovoliable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 r Job Truss Truss Type Qty Ply Childers Residence T17582080 18636CE T12 Common 2 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s Nov 16 2018 MiTek Industries,Inc. Fri Jul 12 05:24:07 2019 Page 1 ID:HN7I_W yEaVnC8IJYst36jCzTQRq-41ATHMGYPpUJhowW 5rO953mJUreOOsJaK?VF3yyvMs 5-10-3 11-9-0 17-0-0 22-3-0 28-1-13 34-0-0 5-10-3 I 5-10-13 I 5-3-0 I 5-3-0 I 5-10-13 I 5-10-3 Scale=1:56.7 5x6= 5.00 I12 4 iG 4x5 18 19 4x5 3 5 1 L; 6x6 6x6 • 2 6 17 ;r ,-.� 20 Al 1 II t ii h 0 10 9 8 3x5= 6x6= 7x10= 6x6= 3x5= 8-4-8 17-0-0 25-7-8 34-0-0 848 I 87-8 I 8-7-8 8-4-8 Plate Offsets(X,Y)-- [4:0-3-0,0-2-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) -0.21 9-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.52 Vert(CT) -0.36 9-10 >999 180 BCLL 10.0 * Rep Stress Incr YES WB 0.67 Horz(CT) 0.10 7 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-MS Weight:164 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 3-8-11 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 6-8-15 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=1190/Mechanical,7=1190/Mechanical Max Horz 1=154(LC 11) Max Uplift 1=-425(LC 12),7=-425(LC 12) Max Gray 1=1295(LC 17),7=1295(LC 18) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-2708/1035,2-3=-2495/968,3-4=-1737/753,4-5=-1737/753,5-6=-2495/968, 6-7=-2708/1035 BOT CHORD 1-10=-875/2547,9-10=-647/2031,8-9=-647/1980,7-8=-875/2450 WEBS 4-9=-384/1058,5-9=-661/323,3-9=-661/323,3-10=-136/517,2-10=-336/232, 5-8=-136/517,6-8=-336/232 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=5.Opsf;BCDL=3.0psf;h=25ft;B=45ft;L=34ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-4-13,Interior(1)3-4-13 to 17-0-0,Exterior(2)17-0-0 to 20-4-13,Interior(1)20-4-13 to 34-0-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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 will fit between the bottom chord and any other members,with BCDL=5.0psf. 5) Refer to girder(s)for truss to truss connections. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=425,7=425. Walter P.Finn PE No.22839 Mitek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date July 12,2019 t, __mit a A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.1GV32015 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,seeANS/TPI1 Quality Cdt•rlo,DSe49 and BC$1 Building Component 6904 Parke East Blvd. Safely Wormalbnavoilable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 -I Job Truss Truss Type Qty Ply Childers Residence T17582081 18636CE T13 HIP 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s Nov 16 2018 MiTek Industries,Inc. Fri Jul 12 05:24:08 2019 Page 1 ID:HN7I_W yEaVnC8lJYst36jCzTQRq-YxkrViGAA7cAIxVjfYVOeGJOd65U7WtSo_k2nW yyvMr 1-4-0 8-0-0 11-0-0 194-12 23-6-0 26-6-0 34-6-0 335-10 11-40 I 8-0-0 I 3-0-0 I 8-4-12 I 4-1-4 I 3-0-0 I 8-0-0 i 1.4-0� Scale=1:60.5 6x6 11 2x4 II 7x10= 4 23 24 5 6 5.00[11 4x5 & ila 4x5 3 7 0% �` 25 22 := \ — 4 26 < 21 2 Al_ $ ! .. 6 9 14 d _ o 14 13 12 11 10 3x5= 2x4 II 6x8= 7x10= 4x5= 2x4 II 3x4= 8-0-0 11-0-0 19-4-12 23-6-0 26-6-0 34-6-0 8-0-0 I 3-0-0 I 8-4-12 l 4-1-4 I 3-0-0 I 8-0-0 Plate Offsets(X,Y)-- [6:0-4-4,0-2-4],[8:0-1-6,Edge],[13:0-3-12,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) 0.39 12-13 >598 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.54 12-13 >434 180 BCLL 10.0 ' Rep Stress Incr YES WB 0.49 Horz(CT) 0.09 8 rl/a n/a BCDL 5.0 Code FBC201711P12014 Matrix-MS Weight:160 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 3-1-7 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1072/0-3-8,12=493/0-5-8,8=1010/0-5-8 Max Horz 2=113(LC 11) Max Uplift 2=-836(LC 12),12=-137(LC 12),8=-578(LC 12) Max Gray 2=1255(LC 23),12=671(LC 18),8=1153(LC 2) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2430/2347,3-4=-2065/2015,4-5=-1867/1876,5-6=-1867/1876,6-7=-1742/1518, 7-8=-2183/1608 BOT CHORD 2-14=-2059/2200,13-14=-2059/2200,12-13=-1623/1867,11-12=-1148/1557, 10-11=-1359/1971,8-10=-1359/1971 WEBS 3-14=-307/209,3-13=-527/663,4-13=-653/596,5-12=-534/356,6-11=-99/417, 7-11=-673/352,7-10=-20/263,6-12=-715/607 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=3.Opsf;h=25ft;B=45ft;L=35ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-0 to 2-1-6,Interior(1)2-1-6 to 11-0-0,Exterior(2)11-0-0 to 15-10-9,Interior(1)15-10-9 to 23-6-0,Exterior(2)23-6-0 to 28-4-9,Interior(1)28-4-9 to 35-10-0 zone;porch left 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.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=5.0psf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 2=836,12=137,8=578. Walter P.Finn PE No.22839 MiTek USA,Inc.FL Celt 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 12,2019 1 r ith. A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED WEB'REFERANCE PAGE MI-7473 rev.10A3,2015 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,seeANSI/T Il Quality Criteria,D3149 and BCSI Bolding Component 6904 Parke East Blvd. SafMy Infonnafbnovailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314 Tampa,FL 33610 Job Truss Truss Type Qty Ply Childers Residence T17582083 18636CE T15 HIP GIRDER 1 2 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s Nov 16 2018 MiTek Industries,Inc. Fri Jul 12 05:24:13 2019 Page 2 ID:HN7I_W yEaVnC8IJYst36jCzTQRq-wXkYPKI_fESPIOgR6VZLKOA27oKo1PCyGSpTjyyVMm LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-60,3-6=-60,6-8=-60,13-16=-10 Concentrated Loads(Ib) Vert:3=-116(B)5=-116(B)6=-206(B)12=-278(B)9=-278(B)19=-116(B)20=-116(B)21=-116(B)22=116(B)23=-116(B)24=-116(B)25=-116(B)26=-116(B) 27=-116(B)28=-49(B)29=-49(B)30=-49(B)31=-49(B)32=-49(B)33=-49(B)34=-49(B)35=-49(B)36=-49(B) A WARNING-Verily design parameters end READ NOTES ON THIS AND INCLUDED MIT EK REFERANCE PAGE MN-7473 rev.1&AY2015 BEFORE USE. as 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 MiWek' 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.seeANSWP11 Duality Criteria,DS649 and SCSI Building Component 6904 Parke East Blvd. Sal**Informalloravailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 a a Job Truss Truss Type Qty Ply Childers Residence 717582084 18636CE T16 GABLE 1 1 Job Reference(optional) Building Component Supply, Jacksonville,FL-32256, 8.220 s Nov 16 2018 MiTek Industries,Inc. Fri Jul 12 05:24:14 2019 Page 1 ID:HN7I_W yEaVnC8IJYst36jCzTORq-N55611LadzMJOszs?pOotXDOW MgXKgLBvBM79yyvMl -1-4-0 4-4-0 8-8-0 10-0-0 1-4-0 4-4-0 4-4-0 1-4-0 Scale=1:20.9 4x5 II 4 500 12 2x4 I I 52x4 H 3 12 ` 13 ri 11 14 2 — — 6 MI" - - - 7 10 9 8 2x4= 2x4 II 2x4 II 2x4 II 2x4= 8-8-0 8-8-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) -0.00 7 n/r 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.04 Vert(CT) -0.00 7 n/r 120 BCLL 10.0 * Rep Stress Incr YES WB 0.09 Horz(CT) 0.00 6 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-P Weight:37 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 8-8-0. (Ib)- Max Horz 2=-43(LC 10) Max Uplift All uplift 100 lb or less at joint(s)10,8 except 2=-129(LC 12),6=-129(LC 12) Max Gray All reactions 250 lb or less at joint(s)2,6,9,10,8 FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. WEBS 3-10=-151/287,5-8=-151/287 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=2ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)-1-4-0 to 1-8-0,Exterior(2)1-8-0 to 4-4-0,Comer(3)4-4-0 to 7-4-0,Exterior(2)7-4-0 to 10-0-0 zone;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 Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 1-4-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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 will fit between the bottom chord and any other members,with BCDL=5.0psf. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)10,8 except (jt=lb)2=129,6=129. Walter P.Finn PE No.22839 MiTek USA.Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: July 12,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M11-7473 rev.1(56)312015 BEFORE USE. le', 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.seeANSVTPl1 Quality Criteria,DS11-$9 and SCSI Building Component 6904 Parke East Blvd. Safety In foanalaravailable from Truss Plate Institute,218 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 6-4 8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property 1 3/" Center plate on joint unless x,y p y 4 (Drawings not to scale) offsets are indicated. I Damage or Personal Injury rE= 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. diagonal or X-bracing,is always required. See BCSI. TOP CHORDS 0_1/l d, 2. Truss bracing must be designed by an engineer.For WEBS wide truss spacing,individual lateral braces themselves Ci may require bracing,or alternative Tor I c bracing should be considered. INI—ENIEc I_� Ai O= 3. Neverkexceedatthe designdua loadingshownand never stack materials on inadequately braced trusses. OP- 61 0 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate C e cse — designer,erection supervisor,property owner and BOTTOM CHORDS plates 0- i from outside 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 MTek 20/20 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. `' PLATE SIZEPRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for ICC ES Reports: use with fire retardant,preservative treated,or green lumber. it- The first dimension is the plate t0.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 ,if Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified. 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 ff.spacing, section 6.3 These truss designs rely on lumber values or 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 engineer. •=d1P reaction section indicates joint number where bearings occur. __ 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. ,ro 18.Use ofreen or treated lumber mayImmo y pose unacceptable environmental,health or performance risks.Consult with Industry Standards: Milproject engineer before use. ANSI/TPI1: 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: BuildingComponent SafetyInformation, 20.Design assumes manufacture in accordance with p forMie ® g Guide to Good Practice Handling, ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. Mitek Engineering Reference Sheet:MII-7473 rev. 10/03/2015 Truss Connector Total List Manufl Product Qty USP I THD26 7 SECOND FLOOR LAYOUT' SCALE: NTS Truss Connector Total List Manuf Product Qty USP JUS24 17 USP THD46 8 FIRST FLOOR LAYOUT SCALE: NTS -.. _. ]8-0200 12 W-00 31 01-00 602 00 - d d a 88 R 1 taoa 20400 uIrozi FT0 -a1I �ILL �LLLL ��LL 8LL 1 BI -7 0/011 LL F25-_-- 1210d0.i000k 'ba :.«.•,•-.•,,7 _ •W F24 NA T02 �__-_. a7a 07/02/201 9 118636CE 70100 OFFICE COPY - 200 II _. 190400 F24 - 2-0;}w III 2 Ca90 -FiO - - •: 124 - -_ 2000 ---- " ---- --:--- '4 2 0409 20000 `-2 02 o ^P $ a - 2eaoo Chi�*9U 0 $ I,,$ $ $ I •N ,^F 0 o 0 8 z-apm _8 $ $ $ ..8 .� .. "-F24 -- - -_� 200W 2-0�o-J90 20403111 CY2 \.. _. F24 =_ 7 2— ,I �r�.dlng �De partnient 2 99 9 92 .Fran - Fi.f ro F16 Cj' 200_0 0 F13 - F16 Fzz 20att1 20000 F16 _- Fla CJB III r r I �j 2-01�W fil — - - F16 2 F2 J -� r III - - ' 2a46o ,9x99 '. Froz `-2 CJ4 2-00UO - '. z o-ao III f nvenin-M Framng _ III - '- Per Plan � �' �' $$ 8 8 $ d-8--, g 8 � .., � � 8 8 8 ..8. 8 8 P� 8 u 8 g g g g I I� .: $ �- _. eJ3. 2- 111 -�J- III1 Frog •.._ N w m m m LL u u; zoo 20 . '. ... _ 1 _. `Kto1 .�_ _�:4 a 01-- I� .. _... ,� _ F21 _. II 1J j�r f -I - - I III / E13 111111 E'J3 2-W00 m I.'. 2-0400 1I I 780200 z-0000 2-00.00 8 E8, EJi III I 111 _ � III I - ISI. , I. 4: :I II i EJ3 III 2- 0000 ' EJ . .. _. ... - i.EJ36b00 2-00-00 — Ili / - A 2O0-W�' � I J illi EJ2 - -. 2-0400 EJ1 'III 200 0 -i 2 - EJ;1 III _ .. _-._ E J •i _1_.I J 1 �. ISI '.' 62 I� EJ2 2-0400 2-00- 20400 . 20400 ! EJ1111 _. I' EJ2 6J2 200.00 _ 4 f 2-0000 2OSY00 �+_ III _— FC.�J2/IIf IIII �� 41 I I I, IV2 _ z-00 -0 _ .i 200 0 I L0;.00 �_^ � H.T I U _;. r4 7-0600 4 -.. _. ]8-0200 12 W-00 31 01-00 602 00 - d d a 88 R 11 BUILDING COMPONENT SUPPLY, INC, 4627 JP HALL BLVD, SUITE 206 GREEN COVE SPRINGS, FL 32043 0: 904.297.9390 F: 904.529.1 406 BEARING HEIGHTS 1 taoa 20400 uIrozi FT0 -a1I �ILL �LLLL ��LL 8LL 1 BI -7 0/011 LL F25-_-- 1210d0.i000k 'ba :.«.•,•-.•,,7 _ •W F24 NA T02 NA 07/02/201 9 118636CE REF # 200 II F24 - 2-0;}w III 2 Ca90 -FiO - - •: 124 - -_ 2000 ---- " ---- --:--- '4 2 0409 20000 `-2 F24 _8 III -- 2 LV - 2eaoo _ .FiO� 0 $ I,,$ $ $ I 0 $ $ ',.$ $ $-_ 8 2 $:$ 0 o 0 8 z-apm _8 $ $ $ ..8 .� .. "-F24 -- - -_� 200W 'FT9 _. F24 =_ 7 2— ,I �r�.dlng �De partnient 2 99 9 92 .Fran - Fi.f ro F16 _ FG. F24 2 -._ of , F13 - F16 Fzz 20att1 20000 F16 _- Fla F22 F22 2 m III r r I �j 2.a400 '-Frw — - - F16 2 F2 J -� r III - - ' 2a46o ,9x99 '. Froz `-2 Fis' F21 2-040o -- III f nvenin-M Framng _ III - '- Per Plan 290-00FiO 7O2 .4 8 8 �qd;' F21 F21 _-- 29499 .. f i a III �I f J 2- 111 -�J- III1 Frog IL w m m m LL u u; -__ F21 2 -J f f III I F �r - '. ... _ 1 _. `Kto1 .�_ _�:4 a 01-- I� .. _... ,� _ F21 _. II 1J j�r f -I I ___.__ - - I 780200 11 BUILDING COMPONENT SUPPLY, INC, 4627 JP HALL BLVD, SUITE 206 GREEN COVE SPRINGS, FL 32043 0: 904.297.9390 F: 904.529.1 406 BEARING HEIGHTS THIS IS A TRUSS PLACEMENT DIAGRAM ONLY. These trusses are designed as individual building components to be incorporated into the building design al the specification of the building designer. See individual design sheets for each truss design identified on the placement drawing. The building designer is responsible for temporary and permanent bracing of the roof and floor system and for the overall structure. The design of the truss support structure including headers, beams, walls, and columns is the responsibility of the building designer. For general guidance regarding bracing, consult "Bracing of Wood Trusses" available from the Truss Plate Institute, 583 D'Onifrio Drive; Madison, WI 53179. ATTENTION. Refer to truss layout and engineering documents that arrive with delivered field trusses. Unless noted otherwise, all beams are by others. REVISION DATE CHECKED BY 00/00/15 CLIENT I CEM BUILDERS SUBDIVISION %TLANTIC BEACH MODEL I NA ELEVATION 1/B° '1 Z2 - NA k ` 1 BI -7 0/011 Z/�1 NA NA THIS IS A TRUSS PLACEMENT DIAGRAM ONLY. These trusses are designed as individual building components to be incorporated into the building design al the specification of the building designer. See individual design sheets for each truss design identified on the placement drawing. The building designer is responsible for temporary and permanent bracing of the roof and floor system and for the overall structure. The design of the truss support structure including headers, beams, walls, and columns is the responsibility of the building designer. For general guidance regarding bracing, consult "Bracing of Wood Trusses" available from the Truss Plate Institute, 583 D'Onifrio Drive; Madison, WI 53179. ATTENTION. Refer to truss layout and engineering documents that arrive with delivered field trusses. Unless noted otherwise, all beams are by others. REVISION DATE CHECKED BY 00/00/15 CLIENT I CEM BUILDERS SUBDIVISION %TLANTIC BEACH MODEL I NA ELEVATION CHILDERS RESIDENCE LOT DRAWN BY MWH DATE NA 07/02/201 9 118636CE REF #