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630 Begonia St RES19-0275 New Single Family Home 1 ,,,,„: )...M.:1-4,,,= %, PRIVATE PROVIDER INSPECTIONS PERMIT NUMBER �� RES19-0275 PERMIT ISSUED:: a ,�li CITY OF ATLANTIC BEACH EXPIRES: 7/27/2020 I 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: PRIVATE PROVIDER 630 BEGONIA ST INSPECTIONS NEW SINGLE SINGLE FAMILY HOME 630 $210912.25 FAMILY RESIDENCE BEGONIA ST TYPE OF REAL ESTATE � ZONING: BUILDING USE SUBDIVISION: CONSTRUCTION: NUMBER: GROUP: 170921 0000 ATLANTIC BEACH SEC H COMPANY: ADDRESS: CITY: STATE: ZIP: North Florida Construction 6685 Bowie Road Jacksonville FL 32219 Company, LLC OWNER: ! ADDRESS: CITY: STATE: ZIP: HOLSTAR LLC 6685 BOWIE RD JACKSONVILLE Ft_ 32219 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. e Roll off container company must be on Cityapproved list . Container cannot be placed on City right-of-way. p Y pp 1 PUBLIC UTILITIES UNDERGROUND WATER SEWER UTILITIES INFORMATIONAL 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. Issued Date: 1/29/2020 1 of 3 r1,....,\,,i;.),.,. PRIVATE PROVIDER INSPECTIONS PERMIT NUMBER �' 'i�� RES19-0275 PERMIT �� ISSUED: 1/29/2020 u,_�,;. CITY OF ATLANTIC BEACH EXPIRES: 7/27/2020 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. 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 DRIVEWAY APRON INFORMATIONAL Notes: All concrete driveway aprons must be 5 inches thick,4000 psi,with fibermesh from edge of pavement to the property line. Reinforcing rods or mesh are not allowed in the City right-of-way. 5 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. 6 PUBLIC WORKS ON SITE RUNOFF INFORMATIONAL Notes: All runoff must remain on-site during construction. 7 PUBLIC WORKS ROLL OFF CONTAINER INFORMATIONAL Notes: Roll off container company must be on City approved list. Approved list can be obtained at the Building Department at City Hall. Roll off 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. 12 PUBLIC WORKS REVISION INFORMATIONAL j Notes: Any plan change must be submitted as a Revision to the Building Department. Issued Date: 1/29/2020 2 of 3 ,,:/1.P7 CPRIVATE PROVIDER INSPECTIONS PERMIT NUMBER PERMIT RES19-0275 ISSUED: 1/29/2020 �.► �;, CITY OF ATLANTIC BEACH EXPIRES: 7/27/2020 FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $365.85 BUILDING PLAN CHECK 455-0000-322-1001 0 $182.93 BUILDING PLAN REVIEW RESUBMITTAL SECOND 455-0000-322-1006 0 $50.00 BUILDING PLAN REVIEW RESUBMITTAL THIRD 455-0000-322-1006 0 $75.00 CROSS CONNECTION 400-0000-343-3701 0.75 $50.00 PU REVIEW RESIDENTIAL BLDG 001-0000-329-1007 0 $50.00 PW REVIEW BUILDING MOD OR ROW 001-0000-329-1004 0 $25.00 PW REVIEW RESIDENTIAL BLDG 001-0000-329-1004 0 $100.00 SEWER SYSTEM DEVELOPMENT CHARGE 416-0000-324-0301 0.75 $4050.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $10.86 WATER METER AND TAP 400-0000-343-3302 0 $800.00 WATER SYSTEM DEVELOPMENT IMPACT CHARGE 415-0000-324-0301 0.75 $1140.00 ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $100.00 TOTAL: $6,999.64 Issued Date: 1/29/2020 3 of 3 Rest - .0z-7,5 p UNIVERSAL ENGINEERING SCIENCE, INC. 111 5561 Florida Mining Blvd Jacksonville, FL 32257 904-296-0757 — Fax: 904-296-0748 V NOTICE TO BUILDING OFFICIAL—USE OF PRIVATE PROVIDER Project Name: 't'•" t'•"t< 63 C g -6 0------.4- Plans Review , Inspections Both Parcel Tax I.D 17 0q0/i- UO.?') Circle one Note: If the notice applies to either private plan review or private inspection services the Building Official may require,at his or her discretion,the private provider to be used for both services pursuant to Section 553.791(2)Florida Statute. I, I4 671,--2 , t Le__ 5 —Prir-N 44. 5 t---- the fee owner,affirm I have entered into a contract with the Private Provider Indicated below to conduct the services indicated above. Private Provider Firm:Universal Engineering Sciences,Inc. FL.License,Registration or Certificate No.P.E.38705 Private Provider: Richard G.Kushner,P.E. Address: 5561 Florida Mining Blvd,Jacksonville,FL 32251 Phone: 904-296-0757 Fax:904-296-0748 I have elected to use one or more private providers to provide building code plans review and/or inspection services on the building that is the subject of the enclosed permit application,as authorized by s.553.791,Florida Statutes. I understand that the local building official may not review the plans submitted or perform the required building inspections to determine compliance with the applicable codes,except to the extent specified in said law. Instead,plans review and/or required building inspections will be performed by licensed or certified personnel identified in the application. The law requires minimum insurance requirements for such personnel,but I understand that I may require more insurance to protect my interests. By executing this form,I acknowledge that I have made inquiry regarding the competence of the licensed or certified personnel and the level of their insurance and am satisfied that my interests are adequately protected. I agree to indemnify,defend, and hold harmless the local government,the local building official,and their building code enforcement personnel from any and all claims arising from my use of these licensed or certified personnel to perform building code inspection services with respect to the building that is the subject of the enclosed permit application. I understand the Building Official retains authority to review plans,make required inspections,and enforce the applicable codes within his or her charge pursuant to the standards established by s.553.791,Florida Statutes. If I make any changes to the listed private providers or the services to be provided by those private providers,I shall,within 1 business day after any change,update this notice to reflect such changes. The building plans review and/or inspection services provided by the private provider is limited to building code compliance and does not include review for fire code,land use environmental or other codes. INDIVIDUAL _ CORPORATION PARTNERSHIP Print Individual Name Print Corpor ' Name Print Partnership Name By: By:, " By: (signature) (signature) (signature) Print Print ✓ -/L 6ji..t-L / Print Name: Name: C Name: Its: 6 a7 Its: Address: Address: . j' 322ff Address: Telephone Telephone Telephone No: No.: 9 t`$ y/'436't D No.: Please use appropriate notary block. STATE OF Fl 0 COUNTY OF �t y� Individual 7� Corporation Partnership B fore me,this 1/Z-9/Z-C ay of Before me,this day of Before me,this day of .3 cm, Z9 ,20 7 O , ,20 ,a ,20 , personally appeared who executed the foregoing Corporation,on behalf of the state personally appeared Partner/agent on instrument,and acknowledged before me that corporation who executed the foregoing behalf of, a partnership, same was executed for the purposes therein instrument,and acknowledged before me who executed the foregoing instrument, e pressed. that same was executed for the purposes and acknowledged before me that same therein expressed. was executed for the purposes therein expressed. P. .onally k .,., tre. oduced identification Type of identification produced • Cara, . _ , `Coni �tnCUeSpQr- e{� i• ature of otary / Print Name VV Notary Public: NOTARY STAMP BELO My commission expires: evt"P TONI GINDLESPERGER ,r '• :, MY COMMISSION#GG 353178 F. 1.. .;•-��:o' EXPIRES:October 6,2023 rFa ,* Bonded Thru Notary Public Underw Iters rfrli`/ / City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) 800 Seminole Road C� /�, r� Atlantic Beach, Florida 32233-5445 �R l� O�� Phone(904)247-5826 • Fax(904)247-5845 . y:r E-mail: building-dept@coab.us Date routed: Q t / l l ( 9 City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 630 1 6— GON l `( Department review required Yes No �Buildi _ Applicant: K • \— LA (`;N_DS T(ZOc Tc Ota r nning &Zoning Tree Administrator Project: E(,aJ StNC� lc. -FRM / ublic Work ublic Utilities Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ❑Approved. I "IDenied. ❑Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: fr‘ Date: 9.a4419 TREE ADMIN. Second Review: Approved as revised. enied. o plicable PUBLIC WORKS Comments: ' °Y1 PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date:/CJ a q.i 9 FIRE SERVICES Third Review: te4proved as revised. Denied. applicable Comments: 5—. Revie ed by: My Date: I Z•y /7 Revised 05/19/2017 d Building Permit Application OFFICE COPY Updated 10/9/18 :at'N- ...' City of Atlantic Beach Building Department **ALL INFORMATION • ,;:z ' 800 Seminole Road, Atlantic Beach, FL 32233 HIGHLIGHTED IN GRAY - IS REQUIRED. Phone: (904) 247-5826 Email: Building-Dept@coab.us -y Job Address: &30 ' ( C- a4 6.n2C::1- Permit Number: �� - C�- /J Legal Description LG' / -A) 6 8Lk 13? RE# /701,Pl— COOL Valuation of Work(Replacement Cost)$ iq 0, CCO. e G Heated/Cooled SF /(C(c2 Non-Heated/Cooled 1 CO • Class of Work: [View ❑Addition DAlteration DRepair DMove ❑Demo ❑Pool ❑R Window/Door • Use of existing/proposed structure(s): ❑Commercial B'Residential❑• If an existing structure, is a fire sprinkler system installed?: ❑Yes No .. • Will tree(s)be removed in association with proposed project? DYes(must submit separate Tree Removal Permit) ❑No Describe in detail the type of work to be performed: W 6 ..,€, it 04µi ly /ltdJMr 60.-5-' �": 4� SEP - 9 2019 Florida Product Approval# _for multiple products s prod t a r val for Property Owner Information t�llii c�ingermen� Name 140CS'r 4% LLC. Address 6(cS5 8tsw't /may of Atlantic Beach, FL City J/��h.bw•,:lh= State A.L. Zip 3b-l? Phone 7O'( 031-0533 E-Mail r4Fto r2 oA LLc eu cr.a.(.ct+..., Owner or Agent(If Agent, Power of Attorney or Agency Letter Required) Contractor Information ,---- Name Name of Company "'Cart ltcz'I>A O.y5>2,,-.. j Qualifying Agent Jo f c r I, T Idv)d. z-- Address (gas- 8CN'C= Rd City 3-It-C 41.!,..;;II State �C Zip 3LLIy Office Phone '70'/ X31- 195-03 Job Site Contact Number q0y 237- C' Z. State Certification/Registration*COC. I Zrq757 E-Mail ,^/C O.:4 rt0..2-'O. (.LL e��`�.M._.�. c'c.•, Architect Name&Phone# 5ti r/c/ CA 0 SFa-,-i u 5 61 II `J{t.' I J .-1- I ill Engineer's Name& Phone# /91.-6piA 6 &-'.`ct . C4.+6:.,„t -.'NG- CAeveleS O:tn‘i}cam: c 17.5- /3c2 Workers Compensation Insurer OR Exempt Expiration Date 5/ 2 LJ21 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 FIN) CI► , CONSULT WITH YOUR LENDER OR AN ATT. •NEY BEFORE RECORDINGS/'vJ�TICE OF COMMENCEMENT. j i/ gnaturre of owner or Agent) (Signature of Contractor) g / l g ned and sworn to(or a ed) before me this day of gned a d sworn to(or a ��•) before --- this day of ;, • by s - a 7n19, bYC' 0 '' Ilk tad. 1 'l'ti. ::..p, TONT GINDLESPERCEP ‘ +gnat rof Wo- • �` u t4 '.,,714:::': MY COMMISSION#FF ,�... EXPIRES October 6, 319 ! if 'i TON., t,..,:i' Fo a PO An r d?tip,Nn sy?�.ib c IJrdr r�t,i Is I k ¢- ..MY CO1, �'.�U#rr 92w'9�1 "'""""f')fers6natIV-KnesvoloR [ ]Personally Known OR I ;.. EXPIRES October 6,2oi9 [ ]Produced IdentificationtL [ ]Produced Identification L, - --,y Public Underwriters Type of Identification: H 435 - 4 c j c)` -77-(�EI j �J Type of Identification: L ..- \ ,oa I, , 3- ,.. . • , • • 1' " - r--- t ''' `ssv CITY OF ATLANTIC BEACH J 800 SEMINOLE ROAD J4 ._- r ATLANTIC BEACH,FL 32233 \ (904)247-5800 N D131>'' BUILDING DEPARTMENT REVIEW COMMENTS Date: 01/22/2020 Permit#: RES19-0275 and 0276 Applicant: Joe Holton Site Address: 620 and 630 Begonia St. Address: 6685 Bowie Road Review: 4 Phone: 904-892-6080 RE#: 170921-0000 Email: northfloridallc@gmail.com THIS BUILDING DEPARTMENT REVIEW IS ONE OF 5 DEPARTMENT REVIEWS. PLEASE FIND ALL DEPARTMENT REVIEWS AND ADDRESS ALL COMMENTS. Correction Comments: Floodplain Management. Application is disapproved for the following issues: 1. Please complete the Permit Application, including"Qualifying Agent" and"State Certification#". 2. Application Form was signed by someone other than the Applicant(Licensed contractor). Applicant must complete and sign Application Form. 3. Please provide two copies of Construction Site Management Plan,per COAB, Section 6-18, showing locations of silt fences, construction trailer, chemical toilets, dumpsters, and both on-site and off-site parking for each address. Job Copy must be posted with Permit and NOC, in doc box. 4. The above comments apply to both 620 and 630 Begonia Street applications. Dan Arlington, CBO (904) 247-5813 darlington@coab.us 1 ! OFFICE COPY ` ~ice ir, Revision Request/Correction to Comments **ALL INFORMATION HIGHLIGHTED IN �, City of Atlantic Beach Building Department GRAY IS REQUIRED. r ' i °'ler 800 Seminole Rd, Atlantic Beach, FL 32233 RG-S1-9 - 0 �.. -Z75 Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: Revision to Issued Permit OR +sl Corrections to Comments Date: 1 0(23/ii Project Address: ts777b T✓C V 6 8, `I Contractor/Contact Name: 1J=4'' FL ‘,--94 CI. 9ai--,=:, Contact Phone: 4113'( 71- 05-(93 , I Email: SJR 'c� "-'1�'y f``"� c"` Description of Proposed Revision/Corrections: a vi-e s-.- S s. f) I ' `T'i-,"-- -/11.—___ affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) •.Wiloposed revision/corrections add additional square footage to original submittal? No ❑ Yes (additional s.f.to be added: ) • ill osed 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: ./� 47 _ / m y'0011 (Office Use Only) i V �s�. . , •• � �nied El Applicable to Department Permit Fee Due (� Revision/Plan Review Comments —. - ' • - or i A c.t.e._ n-0 i f �'Y1 T — Department Review Required: B lildin n jlarurl"ng&Zoning - f Reviewed By -Tree—Administrator Public Works kublic Utilities i°-. .9-49-(3/9 Public Safety Date Fire Services Updated 10/17/18 (---- S, CITY OF ATLANTIC BEACH ,� 1,- 800 SEMINOLE ROAD �,, OFFICE COPY ATLANTIC BEACH, FL 32233 ,� , (904) 247-5800 BUILDING REVIEW COMMENTS Date: 9/23/2019 Permit#: RES19-0275 Site Address: 630 BEGONIA ST Review Status: Denied RE#: 170921 0000 Applicant: North Florida Construction Company, LLC Property Owner: HOLSTAR LLC Email: northfloridallc@gmail.com Email: STEVESTARKE65@GMAIL.COM Phone: 9042370523 Phone: 9048926080 THIS REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS. Revisions may not be submitted until ALL departments have completed their respective reviews. Revisions submitted MUST respond to EACH department review. Submittals that respond to only one or a few correction items will not be accepted. Correction Comments: 1. Submit 2 copies of a topographical survey. 2. A FLOODPLAIN DEVELOPMENT PERMIT APPLICATION shall be filled out for review by the Floodplain manager. 3. Contractor shall submit 2 copies of the site plan and write in on the plan the FFE and sign and date. 4. From the structural engineering plans, choose only the method that will be used for the foundation of this building and circle/highlight that system for this house. This decision shall be based on the FFE in respect to the original grade of the land at this house lot. 2 copies shall be marked. 5. The energy calculation are missing signatures and dates from the contractor(4). 6. The Energy Calculations are missing the Manual J Load Calculations. 2 copies needed. 7. 2 Copies of Atlantic Beach's Building Department's Florida Product Approval Information Sheets need to be filled out and submitted for all components and cladding materials/product for this home. 8. I any James Hardie Building Products are to be used,the FL# as well as the Evaluation Reports (2copies)will be needed. Building Mike Jones Building Inspector/Plans Examiner City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 (904)247-5844 Emai l:mjones@coab.us Resubmittal Notes: Revision Request/Correction to Comments **ALL INFORMATION HIGHLIGHTED IN City of Atlantic Beach Building Department GRAY IS REQUIRED. 800 Seminole Rd, Atlantic Beach, FL 32233 *---- Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: 511 - be 77 ❑ Revision to Issued Permit OR Corrections to Comments Date: 11 11/1 Project Address: 425t, b &b" Contractor/Contact Name: !v 0"1))-( rte.4.\ V r OA Co'91.4 4--"b''.' Contact Phone: ID It '7- 6� 'j7 Z 7 Email: C-t.-44" Ls5 611%..4" CC Description of Proposed Revision/Corrections: (2--b/2.12-M-1444'4 4 74 At/ a a1 i ,T—`7 1 '1•€,Pile�' ft. affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) • Wil roposed revision/corrections add additional square footage to original submittal? til No ❑ Yes (additional s.f.to be added: ) • Woposed 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: It'-- (Office Use Only) 1.7 4proved ❑ Denied ❑ Not Applicable to Department Permit Fee Due$ '-'l 7„,c,_0 O Revision/Plan Review Comments Department Review Required: uildin Pla . g&Zoning T )--- Reviewed By Tree Administrator is Works ` f Public Utilities /' ' Cf•/ Public Safety Date Fire Services Updated 10/17/18 A OFFICE COPY f CITY OF ATLANTIC BEACH s1 800 SEMINOLE ROAD Jto, ATLANTIC BEACH, FL 32233 (904) 247-5800 02-e l/•e[.t./ BUILDING REVIEW COMMENTS Date: 10/29/2019 Permit#: RES19-0275 Site Address: 630 BEGONIA ST _ Review Status: Denied RE#: 170921 0000 Applicant: North Florida Construction Company, LLC Property Owner: HOLSTAR LLC Email: northfloridallc@gmail.com Email: STEVESTARKE65@GMAIL.COM Phone: 9042370523 Phone: 9048926080 THIS REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS. Revisions may not be submitted until ALL departments have completed their respective reviews. Revisions submitted MUST respond to EACH department review. Submittals that respond to only one or a few correction items will not be accepted. Correction Comments: 1 . Comment# 3 from first review; contractor initialing and dating the site plan with the F.F.E., has not been done. This can happen when permit is picked up. 2 copies. 2. Contractor has not met the request #4 from the previous review regarding choosing the structural foundation type and circling/high lighting it on the structural drawings. 3. 2 copies of the Evaluation Report on the James Hardie Building Products to be used has not been submitted as requested in comment #8 from the first review. Building 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 HIGHLIGHTED IN City of Atlantic Beach Building Department GRAY IS REQUIRED. 800 Seminole Rd, Atlantic Beach, FL 32233 Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: C L_ i c� -%,,_; Revision to Issued Permit OR Corrections to Comments Date: la/Z 5/1? Project Address: 3 0 gt=�'c " Contractor/Contact Name: ^).N H��'�• ,:4 `•c 'S1+�:-er• Contact Phone: 90-1 871- ‘.4;)0 Email: r-m„ I. (- Description of Proposed Revision/Corrections: 6t..,a v Y E'v;"5 �s i I (2-1'1P� 7 -- affirm the revision/correction to comments is irlt;tus4 tlWoposed changes. (printed name) • Will p�roosed revision/corrections add additional square footage to original submittal? iIQo ❑ Yes (additional s.f.to be added: • Will propos revision/corrections add additional increase in building value to original submittal? o ❑*Yes (additional increase in building value: tractor must sign if increase in valuation) *Signature of Contractor/Agent: /f (Office Use Only) ❑ Approved enied ❑ Not Applicable to Department Permit Fee Due$ 0-C7v Revision/Plan Review Comments De•a i ent Review Required: Buildin• � ni gift, Reviewed By Tree Administrator P15:kWor Public Utilities O1(2742o 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): /66 8- Non-Habitable Space (ft2): yG / LAND INFORMATION: Zoning District: k Flood Zone: Ar '— Minimum FFE: �, BUILDING INFORMATION: Construction Type: US Occupancy Group: S•ns1. -fa .•►- • // Number of stories: Max. Occupancy Load: Fire Sprinklers Required: CONDITIONS/COMMENTS: 6 30 C,rc /A, THE TOURING COMPANY, INC. ENGINEERING / CONSTRUCTION November 26, 2019 OFFICE COPY Steve Starke Begonia Street HOA, Inc. 632 Pine Street Neptune Beach, FL 32266 Re: FDEP Stormwater Permit As-Built Inspection Permit File No.0377021001 EG Begonia Street Residential Atlantic Beach, FL Dear Steve: As part of the design and permitting service for the above referenced project, I recently performed an as-built inspection regarding the construction of the stormwater management system. The system was designed and permitted in accordance with the requirements of the FDEP and the St John River Water Management District. The system is as depicted in the Grading and Drainage plan prepared by The Touring Company, and attached to the permit. Based on the inspection, the system has been built according to the stormwater management design and permit. There are no substantial deviations and the system will function as required. Please note that as each dwelling is constructed, associated drainage for the lot shall be installed as indicated in the individual lot drainage plan, which have been coordinated with the permit plan. Thank you for the opportunity to provide our services to you. Please feel free to contact me at (904) 614-3302 or at Dtouring@thetouringco.com if you have any questions or comments. Sincerely, THE TOURING COMPANY, INC. — . Zc3---7 L:7 (—)\\4 _) David E. Touring, PE 9 -'k, \j, L.rPresident cc: File I .0c- , ‹ (N' C-7-)- ,-, 2/(‘-1 -j)7° V-2 \/ CC - 14286-19 BEACH BLVD • UNIT 355 • JACKSONVILLE • FLORIDA • 32250 • (904) 614-3302 IMPORTANT PERMIT AND INSPECTION NOTES BUILDING. 1. No fill dirt can be delivered without prior approval from Public Works. Per COAB, 24-68. 2. The bottom of all foundation footings must be minimum 12 inches below existing grade, per COAB, 24-68 and FBC-B, Section 403.1.4. Site conditions may require footings to be deeper or higher above finished grade. Please review COAB Bulletin 1-16 to ensure minimum Finished Floor Elevation (FFE). 3. Fill dirt inside foundation walls must be compacted in 8-inch lifts, per FBC-R506.2.1. Please submit compaction tests, from a third-party testing agency, for every 16 inches of fill or fraction thereof. 4. At Final Inspection, a 6-inch clearance between exterior wall coverings and final grade (top of sod or mulch) will be required, per FBC-R318.7. Please plan FFE and lot grading accordingly. 5. Where questionable soils are found, during inspection, soil and compaction tests may be required, per FBC- R401. 6. Please provide a form-board or stem wall elevation form, from a licensed surveyor, for slab inspection. 7. Please review COAB Bulletin 2-18 to determine if a survey with setbacks and dimensions to property lines is required for slab inspection. 8. The placement and protection of steel reinforcement (Rebar) must comply with FBC-R606 (Masonry) and R608 (Concrete), including required Standard Hooks at top and bottom of vertical rebar. 9. Inspections: a. In-Progress Inspections are required for Exterior Siding and Window and Door Inspections and should be scheduled for the first day of work. b. A Scratch-Coat Inspection is required for stucco work. If you intend to apply a double-up, brown- coat, please call the Building Department to schedule a same-day Scratch-Coat Inspection. c. All roofing projects require an In-Progress Inspection, Residential and Commercial. d. The roof must be complete and the building dried in before scheduling rough trades inspections. 10. Please post the building permit documents in a conspicuous location, before start of construction, including the Building Permit, Notice Of Commencement (NOC), and Construction Site Management Plan. The Police Department may review the management plan for compliance and parking. 11. Blocking any sidewalk or street is prohibited without prior approval fromQ0ice Department and Public Works. 'Yet. 12. All work must match the approved plans. All changes to the approved plans must be re-"'sdk pitted for plan review and approved before it can be inspected. Building inspectors are not authorized to approve changes to the approved plans in the field.. (See Mechanical) 13. Where excavation is required for new construction, the provisions of FBC-B, Section 3307 will apply, including a 10-Day prior notice to adjoining property owners and protection of adjoining properties. Where the excavation exceeds 24 inches, temporary retaining walls must designed by the Engineer Of Record and installed during or immediately after excavation. ROOFING. a. The roof sheathing for all new construction must remain uncovered until the Roof Sheathing Inspection is approved. b. All roofing projects require an In-Progress Inspection. c. Sheathing installation and replacement guidelines per APA. d. Underlayment must conform to FBC-R Table 905.1.1 e. Shingles must conform to ASTM D3161 G or H, or ASTM D7158 F ELECTRICAL. 1. Electrical work must comply with the provisions of the 2014 NEC. PLUMBING. 1. Water supply and drain pipes must be insulated outside of conditioned areas, per FBC-R, P2603.5. 2. Where the entire sanitary drainage system is replaced, the existing building drain and building sewer must be internally examined to verify proper size and slope and that piping is not broken or obstructed. 3. COAB requires an additional sewer cleanout near the sewer tap with a T-1 concrete box for protection. MECHANICAL. 1. All equipment and duct work must match the approved plans and Energy Sheets. The Manual S is the approved duct plan and the built duct work must match, or a revised Manual S or equivalent must be submitted. An equivalent must include duct and trunk layout and size, available static pressure, actual air flow, and total effective length. FUEL GAS. 1. Fuel gas systems from the regulator to the appliances must comply with the FBC-Gas. 2. LP gas storage systems and outside piping must comply with NFPA 58. 3. CSST gas piping must comply with the manufacturer's installation instructions and terms of approval. !-An- City of Atlantic Beach DECEIVE. . APPLICATION NUMBER astiltic4 Building Department , (To be assigned by the Building Department.) 800 Seminole Road s ?: SEP 1 1 2019 RES C• ` C - /`12- -6„,,lay, Atlantic Beach, Florida 32233-544 i ES 1 `l �./ E-mail(904) ing24dept • Fax(9us x)247-5845 Q / 1 1 1 cl -4011 9%' E-mail: building-dept@coab.us Date routed: l ` City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 63 O Becot.) ( De art ent review required Yes No ` Buildings_ Applicant: IQ . 1— LA ll II . Tree Administrator Project: K) J Sit\D L r` FPM t L1/41 ttC�Y� uIic blic Utilities] Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept.of Environmental Protection Florida Dept.of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: I 'Approved. %nied. Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING I. Reviewed b : ,; �/� Date: fa TREE ADMIN. Second Review: I 1Approved as revised. ❑Denied. Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: Approved as revised. ❑Denied. INot applicable Comments: Reviewed by\‘et.3 Date: '' 1"20 Revised 05/19/2017 Revision Request/Correction to Comments **ALL INFORMATION ,.s rty Irl=' HIGHLIGHTED IN I' "' City of Atlantic Beach Building Department GRAY IS REQUIRED. 0 u"fir- 800 Seminole Rd, Atlantic Beach, FL 32233 R c-:-_S Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: ❑ Revision to Issued Permit OR rrections to Comments Date: I 01231 ti Project Address: 67-77 C t, 4 "/ Contractor/Contact Name: Nb'^ Fl øn -4 Oa-,4•t ..c-'��f Contact Phone: 9 OW1' () 3 Email: & t1E'' fjit"'s^I- c—` Description of Proposed Revision/Corrections: -5t---,rn.„4,P c....›,-,----..4— yvca,..4._ ,. <7 I i`` Ai—. affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) • W illoposed revision/corrections add additional square footage to original submittal? No ❑ Yes (additional s.f.to be added: ) • ill osed 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: 47 ,,,,,4 (Office Use Only) ❑ Approved Denied ❑ Not Applicable to Department Permit Fee Due$ Revision/Plan Review Comments c Department Review Required: j-e11316(.4/ -1,1---"K_ Building FTariring& Zoning - Reviewed By Tree Administrator Public Works- /0 mow' Public Utilities if Public Safety �'`—.cEivE Date Fire Services OCT 25 2019 Updated 10/17/18 4 • PUBLIC WORKS PLAN REVIEW COMMENTS Date: 10-30-19 (Reviewed by S.Swann) Application#: RES19-0275 Project Address: 630 Begonia St. CORRECTION ITEMS Check Box to Select Provide construction site management plan including location of silt fence, dumpster, portable toilet. CSMP X Right-of-Way Permit is required if using right-of-way for construction parking. DPLN Provide drainage plans showing site topography (flow arrows, etc.). Revise to match C1V1900002 X ESCP Provide erosion and sediment control plans with installation details. X IMPS Provide impervious surface calculations for entire lot (existing and post construction). 0 Section 24-66(b) of the Land Development Regulations requires on-site storage for increased run-off LDCS if adding 250 SF or more impervious surface. Provide Delta volume calculations and on-site retention 0 required per Section 24-66(b). REPM A Revocable Encroachment Agreement must be submitted. X RMRO All runoff must remain on-site. Cannot raise lot elevation. 0 RWPM A Right-of-Way Permit must be obtained. 0 Provide a pre-construction topographic survey prepared by a Florida Licensed Professional Land TSUR Surveyor, showing 1' contours. Provide as-built of storm water management system and grading per X Cl V19-0002 CUT Provide manufacturer cut sheets for 50%credit on Turf Block pavers. (If Turf Block pavers are X proposed) DW Maximum driveway width within the City right-of-way is 20' (circular driveway width is 12' maximum). 0 PAV Provide paver installation method (must meet I.C.P.I.). X WRA Provide a detailed plan of water retention area and how water runoff gets to water retention ❑ areas and then to street. WR Provide detailed plans showing proposed water retention. 0 SID Concrete sidewalk must continue through driveway. 0 50 Documentation shows impervious areas are over the 45% allowed by City code. X See-previous correction items 0 Grading does not match approved grading plan, see Permit CIV19-0002 X Revised 2/26/19 Building slab and driveway locations do not match previously submitted site plan, see Permit CIV19- X 0002, revise Grading shown in rear of lot do not appear to be representative of actual site conditions, revise as X necessary Survey notes reference incorrect FIRM and bearing datum, revise notes as necessary X Site plan submitted with permit application package references the wrong lot number X Per 24-68(b)(6), a copy of the Engineer's Certification of As-Built Construction to the SJRWMD must be submitted to the city before building permits for individual lot X construction may be issued Revision Request/Correction to Comments **ALL INFORMATION HIGHLIGHTED IN } City of Atlantic Beach Building Department GRAY IS REQUIRED. 1800 Seminole Rd, Atlantic Beach, FL 32233 1 Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: F-' t`1 AR 75 Revision to Issued Permit OR ''Corrections to Comments Date: /1/2-7/11 Project Address: 2 30 t Contractor/Contact Name: 1v a'?+4. ru rs f OA Co ra f R Contact Phone: 10 t 027- b-5-4-5 Email: j �r Thr 647—e.gib' C Description of Proposed Revision/Corrections: C-6 ft12-rt-1A-,v4 i T, of Ai no 6.,1-7 I -fht- 641.0_ affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) • MIL—proposed revision/corrections add additional square footage to original submittal? til No ❑ Yes (additional s.f.to be added: • Will oposed 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: k.- R- (Office Use Only) ❑ Approved LJ Denied ❑ Not Applicable to Department Permit Fee Due$ Revision/Plan Review Comments P Io+ 5. 4 oo loony,-co Lasty-W,e. Department Review Required: Pla t g&Zoning Revi• wed y Tree Administrator u is Works Public Utilities DEC 0 2 2010 Public Safety E t Date Fire Services i.�r. Updated10/17/18 PUBLIC WORKS PLAN REVIEW COMMENTS Date: 10-30-19 (Reviewed by S.Swann) Application#: RES19-0275 Project Address: 630 Begonia St. CORRECTION ITEMS Check Box to Select CSMP Provide construction site management plan including location of silt fence, dumpster, portable toilet. ❑ Right-of-Way Permit is required if using right-of-way for construction parking. DPLN Provide drainage plans showing site topography(flow arrows, etc.). Revise to match C1V1900002 0 ESCP Provide erosion and sediment control plans with installation details. 0 IMPS Provide impervious surface calculations for entire lot (existing and post construction). 0 Section 24-66(b) of the Land Development Regulations requires on-site storage for increased run-off LDCS if adding 250 SF or more impervious surface. Provide Delta volume calculations and on-site retention 0 required per Section 24-66(b). REPM A Revocable Encroachment Agreement must be submitted. 0 RMRO All runoff must remain on-site. Cannot raise lot elevation. 0 RWPM A Right-of-Way Permit must be obtained. 0 TSUR Provide a pre-construction topographic survey prepared by a Florida Licensed Professional Land ❑ Surveyor, showing 1' contours. CUT Provide manufacturer cut sheets for 50%credit on Turf Block pavers. (Turf Block pavers proposed X indicate 60%impervious, revise Impervious Area Calculations for site accordingly) DW Maximum driveway width within the City right-of-way is 20' (circular driveway width is 12' maximum). 0 PAV Provide paver installation method (must meet I.C.P.I.). 0 WRA Provide a detailed plan of water retention area and how water runoff gets to water retention ❑ area and then to street. WR Provide detailed plans showing proposed water retention. 0 SID Concrete sidewalk must continue through driveway. 0 50 Documentation shows impervious areas are over the 45% allowed by City code.See CUT above X Stormwater management system must be fully stabilized, spillway must be protected to prevent X failure during overflow Per 24-68(b)(6), a copy of the Engineer's Certification of As-Built Construction to the SIRWMD must be submitted to the city before building permits for individual lot X construction may be issued (signed & sealed) Revised 2/26/19 t=ifr„ Revision Request/Correction to Comments **ALL INFORMATION HIGHLIGHTED IN City of Atlantic Beach Building Department GRAY IS REQUIRED. 4_�111 ++ 800 Seminole Rd, Atlantic Beach, FL 32233 Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: Es -Uz `S 4Rion to Issued Permit OR Corrections to Comments Date: I Z 4 Project Address: (o 3o Contractor/Contact Name: "/.-`4-'7 0e C• rv"-- Contact Phone: `0-1 871- 6 0%C Email: 3.1- 4-- -1/4"2-1.1k7 6 S & `�``'�' I' (-4-- Description of Proposed Revision/Corrections: affirm the revision/correction to comments is irkfi siv@ o'f ta) -oposed changes. (printed name) • Will pro_osed revision/corrections add additional square footage to original submittal? o ❑ Yes (additional s.f.to be added: • Will propose revision/corrections add additional increase in building value to original submittal? o ❑*Yes (additional increase in building value: i . tractor must sign if increase in valuation) *Signature of Contractor/Agent:. / (Office Use Only) ❑ Approved U Denied ❑ Not Applicable to Department Permit Fee Due$ Revision/Plan Review Comments Deur ent Review Required: "Buildin: ,/ Ar / gad.., �!�s� � a iew-. By �. Tree Administrato � blic WOW-- 3 I2- r , IJ 1 Public Utilities { l[/ Public Safety Date Fire Services Updated 10/17/18 Revision Request/Correction to Comments **ALL INFORMATION •"S `�J''., HIGHLIGHTED IN P' j '!' City of Atlantic Beach Building Department GRAY IS REQUIRED. 800 Seminole Rd, Atlantic Beach, FL 32233 RE S i 9[�- (�Z7� t Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: KE`_l9 CpZ7� ❑ Revision to Issued Permit OR 41---Corrections to Comments Date: //z 2d ``,^, Q // 3 (1 r 9 Project Address: 602 f1 ,BE6-o^-�'4 6* 6--1\--C1 (12 C) e OI C Q_ Contractor/Contact Name: /VC)4-T4 �i,Qil.,\O'4 C^' 57/2"e-+' EA) Contact Phone:%Li 81f' - to 62 b Email: ✓TEv 057-4 ea-i-® 1„"`+¢• I C OA-. Description of Proposed Revision/Corrections: tipti d A-l_- )U �j-2-C7 c.)-c= 2c ,,-��i. pe--►z d.4.41,- &DI) C 63 v / r& — A -5,„(._____ 1ipe-, ` affirm the revision/correction to comments is inclu • stbe,,pX,o _ cher,ges --\ (printed name) -^ '` • Will sed revision/corrections add additional square footage to original submittal? No ❑ Yes (additional s.f.to be added: ) JAN 2 2O 20 • ill pro revision/corrections add additional increase in building value to original stibcrtittal , n „fr9�nT't o ❑*Yes (additional increase in building value: $ ) 1contrctorfauSc6 `'tgnirincrn'1ealeir!valyatio4rw *Signature of Contractor/Agent: (Office Use Only) ❑ Approved Denied ❑ Not Applicable to Department Permit Fee Due$ Revision/Plan Review Comments Q A✓1S 0 l OWN, + WISQ/V- .ck€, Departme`t Review Required: .- Buildiin / 7/01 / _ re �inistrator =GET, .IEU ,li - briir j' 4 1 "2 d Utilities JAN 03 2020 Public Safety By ub�iC WpY tKS Date Fire Services oI Updated10/17/18 ALL Revision Request/Correction to Comments **HIGHLIGHTED IN ION rt�'`LI�� IN ,JS ❑ City of Atlantic Beach Building Department GRAY IS REQUIRED. vwspil 800 Seminole Rd, Atlantic Beach, FL 32233 D Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: R€-SIS{ -0 z 75 ❑ Revision to Issued Permit OR Corrections to Comments Date: /7124 Project Address: 03o e Cty to." A 1r Contractor/Contact Name: Pi D'R i o t 0ti co^- .'�b', Contact Phone: 9(A 281 �(C'el)2d Email: 7E -112-frcr1p5 c9f/.44.,e0-- Description of Proposed Revision/Corrections: 2.44,1" a-F U...4--r 3,--2".`-i- `t Ae,-uc ^-bic C,-,r' :,- 'vtE-,-r A &ct->:nAt•..-r I f it r '4J, --- affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) • Will sed revision/corrections add additional square footage to original submittal? No E Yes (additional s.f.to be added: ) • ill sed 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: ill ,A• (Office Use Only) �C Approved I Denied I I Not Applicable to Department Permit Fee Due$ CVA, Revision/Plan Review Comments --44"1/40(EOl re /PK ,e4ii-` Department Review Required: �� l Buldin: \-7:Zi lL--!..1, s.-y'2 gar:4'411W (J - Rev i et.J Reviewed By ree :•W• •' trator _ c'� Tr�4 A . �.I u is Wo E,,;f�\.,.,,,I / -- •u• is Utilities � J -o Public Safety JAN 0 7 2020 Date Fire Services Updated 10/17/18 BY ''''''''; REVOCABLE ENCROACHMENT AGREEMENT �' � � City of Atlantic Beach **ALL INFORMATION HIGHLIGHTED IN GRAY 800 Seminole Road,Atlantic Beach, FL 32233 IS REQUIRED. ��fily ' V 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 tvs)'ti i'Ge)2:**90' 649-x--5'74— '""'' 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 0,.: 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 1030 et- ^^:^' 'r • 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. "14Date /— / —2 Property O ner/Agent(signed in presence of Notary Public) STATE OF FLORIDA, COUNTY OF DUVAL The foregoing instrument was acknowledged this / day of 0..z-N , 20 ' 0 bY eDke r\ --(--.31----( c P ,who personally appeared before me and (p :d name of Signer) acknowl:•:ed thate_t_.,,heo,igned the instrument voluntarily for the purpose expressed in it. -,,... _..--Q - ,ChN‘ Department Approval: Signature of Notary Public, State of Florid .p Known ERGER , --I";.49" .'�,� �� ' :► TONIGINDLESP ' Scott Wi liams, Public •r s Director [ ] Produced Identification (Type) _ . �•� ,,-: MY Ir-',;;4* EXPIRES:October B,2023 /j Z 'PF.Q' BOfMbETMI /�y�7 /�/ H:\Applications&Forms\Word&Excel Document Orig t.docx Revision Date:8/31/18 / v ::0.40,-4' rRIGHT-OF-WAY/ EASEMENT PERMIT APPLICATION **ALL INFORMATION S �, City of Atlantic Beach HIGHLIGHTED IN GRAY IS .;, � 800 Seminole Road,Atlantic Beach, FL 32233 REQUIRED. =0;119 PERMITTEE RESPONSIBLE FOR NOTIFYING 811 AND OBTAINING UTILITY LOCATES � D Z5 Job Address Loa060.,d^- , Permit Number l[R C Sc.) - 7 Contractor Information Company /vv./Pr-It2 FLo ' 'a f Me–vrr C*,. — ,,-- �/Qualifying Agent �e l `---- Address 640 6or- Ad City °"'4.14` State Fc • Zip 322-i5 Phone 904 B`l/- 6o21) Email .57-E----a rwmalr.,1 6:;"1-4IM^1.c`.r. State CertiffiicatioonCnlI/Regiss/tration# C VC-. 1,2 Serict � Architect &1-ll 7h;��5 PhoneyG�V�-/WC Email h•il5�'US ci _51"."-!1. <b- Engineer Pte/ fJ C%t^^ uPhone -77S 3O' Email o7"45rica l4- C- Workers Compensation Insurer OR ExemptArr—Expiration Date • Permittee declares that prior to filing this application they have ascertained the location of all existing utilities,both aerial and underground and the accurate locations are shown on the sketches. • Whenever necessary for the construction, repair,improvement,maintenance,safe and efficient operation,alteration or relocation of all,or any portion of said street or easement as determined by the Public Works Director,any or all said poles, wires, pipes,cables or other facilities and appurtenances authorized hereunder,shall be immediately removed from said street or easement or reset or relocated hereon as required by the Public Works Director and at the expense of the Permittee unless reimbursement is authorized. • All work shall meet City of Atlantic Beach or Florida Department of Transportation Standards and be performed under the supervision of S ` ift '`- (Project Superintendent) with(Company Name) ,sit, F A_0•1 7/4 L9-- � .rS Phone 9t '( 2)7-c'S1-3 • All materials and equipment shall be subject to inspection by the Public Works Director. • All city property shall be restored to its original condition as far as practical,in keeping with City specifications and the manner satisfactory to the City. • A sketch of plans covering details of this installation,as well as a copy of a recent survey shall be made a part of this permit. Calculations showing any increase in impervious area on owner's lot or in the City right-of-way are to be included with this application. • The permittee shall commence actual construction in good faith within l'r-- days. If the beginning date is more than 60 days from date of permit approval then permittee must review the permit with the Public Works Director to make sure no changes have occurred in the area that would affect the permitted construction. • It is understood and agreed that the rights and privileges herein set out are granted only to the extent of the City's right, title and interest in the land to be entered upon and used by the holder,and the holder will,at all times,assume all risk of and indemnify,defend and save harmless the City of Atlantic Beach from and against any and all loss,damage and cost of expenses arising in any manner of the exercise or attempted exercises by the holder of the aforesaid rights and privileges. • The Public Works Dir or sh notified 24 hours prior to starting work and again immediately upon completion. (it Date /- 7- Zz) Permittee(signed in presence of Notary Public) STATE OF FLORIDA,COUNTY OF DUVAL '- 1The foregoing instrument was acknowledged this ( day of Q!"\ ,20 h f by , 4-e rDk [' � S`4' C, r ` •'` TO I GINDLESPERGER (printed name of Permittee) *P ah 1.: MYCOMMISSION#GO 53178 acknowledged he/she si d the instrume voluntarily for the purpose expressed in ";, .Po? ExPIRES;OCtpber6,2023 • '•Poi iM15" Bonded T1w Notary Public UndenwNeri Personally Known Signature of Notary Public,State of Florida [ ] Produced Identification(Type) H:\Applications&Forms\Word&Excel Document Originals\201801001 Right-of-Way Easement Permit Application.docx Revision Date:10/1/18 Revision Request/Correction to Comments *ALL INFORMATION HIGHLIGHTED IN City of Atlantic Beach Building Department GRAY IS REQUIRED. 800 Seminole Rd, Atlantic Beach, FL 32233 Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: i \� . ❑ Revision to Issued Permit OR Corrections to Comments Date: /4 /? u Project Address: AF-6.0.—%/A r— Contractor/Contact Name: ^'l) V4 l «4'°^ e c-- T-"y-t-%-; '-- Contact Phone: goy 0`t/- eq-c. Email: ": 7"w417t' Description of Proposed Revision/Corrections: � `upas I '4//dV affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) • NJ-proposed revision/corrections add additional square footage to original submittal? No ❑ Yes (additional s.f.to be added: • Will posed revision/corrections add additional increase in building value to original submittal? No ❑*Yes (additional increase in building valu :$ ) (contractor must sign if increase in valuation) *Signature of Contractor/Agen . <7 (Office Use Only) /Approved Denied I Not Applicable to Department Permit Fee Due $ _ Revision/Plan Review Comments `AAS- '"0 IO( Q -D La,SQ.1-Rcli Department Review Required: r i Building I. /I� ice. Planning&Zoning tErtill V •eviewed By PTree Administrator AN 08 202J Public Y-02-0 BY: t Public Safety - "Da Fire Services 11 Updated 10/17/18 Zed - 3 r��c.T ��= I� Cv'IEL.L) PERMEABLE PAVERS • • 4X8 PERMEABLE ro 't-:WAVE STOkl.1L7A`E ta.ora.. 4,3 ( !. a li iE.,,,, f Si pm Cub. u 1/1;mCollection mron's Green Coltion offer aer-thew-beauty,and engtnremrd quality.while nc.stively.--rtrthuting to the senor n ring r - :airnnrnent.Ihose -- -- a rpeclally designed pavers will n d::ce or elknlnate stone water run•off and decrease kr—wring L.mile returning ralnwrfter into th.r nacurai water table Ob.ft.* .33°.)c: m X 1.1.Didrtnn,Permeable Pavers a -provide a sturdy paved surface for'.Mricular and foot tra'fc;r parking areas,km.plume r'rdwa,,,driveways. ._ No/m.e.ey .e► ---'r' 'f I otos,and watkways- ):nvtronmentat Beni is of PYrtv0.b4e P.yen •Surface Water Management • AQUA PAVER Storm Nate,drains tack into n.Altr soil.recharging groundwater supplies and La red(x:lnq,romt water nm cYD.•ar.H..� *law ij• Reduce Landscape Irrigation Demand n....r iw�••M I 4 Recharges groundwsrer sup;-:.s . I fs p..caw 2 I 0. a -MnImize Local Heat island Effect. ' t�. Q Pruneobk-ru'err.are ava.,'ie In colors that have S' - � 1935Mgh_t'.r.+eWes which In R'{ __ 1010. i1010.4,21.4 MIMS Q Wm holo reduce Heat Island l-keit •+a,e..a.er sas 1's-rr'-,Zetas of Permrahk'Pare s e••'eel Ud•'w,soged,Sot tt.u5e trydr+utur.:rs h 015-0.09.1 I he N 0,1 Stat,5 G,•-rn ButkMq QanCU(USGEC)n*:arouse P.Isnea Me Pa.en:os a 84,1 I.tanag.-s PNa Pra,N e IBnfP1 to iotrol quaty anti quantity of Stormwafer Ru,:,n The.JSGBC L.-arhushry at En,rd.:and Eo.lraannnf ai —-- 1010. 10 10. 1,,-XpaLFFL 1 Cu-r n Buildeu Pe :)Sr'30m p.ovdos a sanely of awe,for Prokrts Hot n.rxfsrrMu.Poem-sabkr Pen Syslem's - SF RIMA - TURF BLOCK .;TALLATION,_ -4000* D6.ora.. rte I __ lire... swso...l I 3 cal/ease Sal.arses. ,•Pon.RM.9.b.•rAtm .. __-.-__ I. IR pr Glia: M T•..orY I.I•..1.lae. 44. -.a•No MM Tot..W0MN.a e..er.5.a. Cub MOW. �OOb I I) !!) .y Num.Q•r$.0 .F 6•toOgMlNa.Cod... 111111,T...0p.49. Sta•w1 M..a.Co.�w No 519..5.M. Mra.o..rX ZtN j 1010 H105'53MM 6..w e.W `1/4 �ili�l�Il� . M.••W W. 1 --- --- ---• ._-_rA5'piJOW e.e.ap 5.. ` gnu 9a r�.Ac.Com.FOp. 10il COMO...awes..B.. 4 r r'II. ....Aare Pa.n m rappi A IV' - 1010. 4n 111 1. TURF BLOCK Ail II _T1 .1,-_:1010 C��-,1=II Ii 0„. •.w. Lrr�reo.. /- ‘,\ / _I ll. .N.w.a \ (= a s = = D•....re.., ;:3- 4-.%,aa' 10 10. i �/�� v —�\ �r. il ) LI �ur. Tan uPaa. _.. . .N..aa. . . 71. ..0. �W5,001) V V Ga.p.cW. .«1.ilMMr.7 Oosia O,.N GUMMI TO 707704/w4/,f.r..Irwrc.S ' . 411, - t Q L�•0. •.Vn..cern nd M.00 Ka oh...non MX a4/. G1,.,neWt 2200 m. O ` \ / S.••.•..T703.7..413.0004I•A.HC.Sawn aha 0000on •.o..mnIs.•••0•0•01..11.1.115.1.10.7111.710 .t.�•C r R ROO1saeou.ran a me.ecma nwo.•moo ^��- -----._-.____ I�_ \\—r= .`_ -r rrr s..w.ar...o•.marrlu ww.war. •us...uce wta.N.IMM ur..,I.rouT rwn ON 70,741 a c....a.. .—-----_ J\ /�____• •r..rWa w SM...PM 1•11.44.•rM.446 LOIS pawn.MR..TN 470710$71 V..woo n....y.M•..ra...ew •----�'a•• . _q ot...M,Mom .op...,..,N.•.....ra STANDARD COLORS SPECIAL ORDER COLOR I.r.*0....F... PP..C.a.P. . 10..4..7.,0.0.1« -1 1 , C.eEa....•....town.F« n. p..e... 4......•14•••••••••••••••". . opt*.Mara..(0.drove. Om .Co.rtr.iwafO h... 11-:...-:::1101-i.;, f„.„.. f�,7.4•757 lb.�. —�-- �WI la ills' . niL1 MOM RR SI i►'POI--MTM • r. err :-4- 111 D.a•y cw.ats•.rrwso 6.rt naa ky art' 4,-.?:•_;k45::-#114 • L eM.,••Wler•,.I.tr. kti'7*" '�y l4` . I NaB9nr �r.�Y! ti.4/l.k : AUTUMN BLEND CAPPUCCINO IRpfME •• \L e•.� ' t 1 t' �•} •e `-� e. •tel hbw.a Nmstam..5...e. CHARCOAL •• •r ••�• • I •'rrooWln.aNavfaar.. •• ••••�f•r [' P.�lr.••..raarw I�}•A�•��li t v P.•1-'•.l•� 31. 55 .crag.aur. [.('11 =•. ••_t Gam.m..fp.r..see... ��tt . JJ•• •{-• tF c.a.aa.m lop w4/Si.Of •'1010 �'Y•••r••apT w.r.ac.w�r o.e t CC•l•TJ••il�•�;;,.• A•1' '. - ...1.....4.....p., ti-r•ue ea r- 11-1=11=11=1-IL'll Il 1, r .mer aw Wmuw.:a..-ac-. 1��- a D-tn., ..w. .....r.•O..a 1= =1- =1 1_T= =171St_ 111=17- ...CO:- 11-IT ¶ fl 7� s'�""' Ganna o....w.m roam. 1��1�11=11.111 _t 17 11.11..11... •,'Yi• n..wr...wa....,.seam m II Sao s.yaee .a•...Ea.a..a.Or. •Na..TO..SOMA.a n.e..asF,.t..n 00,400 000uu tsi.rrrarwena ti •4/a..Ta.SOMA.Twcrre..v..ca.r onraN,O,arwr KM 1.e..ra1104,74 NAMU1AL ORGY OLD CHICAGO RAIMO DUPE MEM ma 1.70.OW Of.LMmYTFO W.nr 7800 Q NO 4..n. 11,.'0!.. air �r. x c L ry4 I, tf ' c hty b s r'1i i ,. 01 "` a= . r ' j ` \ , '"►Nif ° ' it''Aga itk.' i } i + a* o A k f 4.45 G y e t o as _ .� ,yam. .C. F 4,, '. . -r •g 73 7 _ ''\./ is f. _, " 44l i'1 1'4. - ' 1 i L 4, - -.. �r b Ori 'ter • in. <1 - - cit Sra �•n . .t ti` PERMEABLE PAVERS IN is 4X8 PERMEABLE tu DE1 emlom: 1•x8' 1 =- - - - m E1..NAGE STORMWATr- .- "' -°R - - < Q • Th ro.. 3-t8`(80mm) l a+ - F i M . sF p.,..cub. 9s liemron's Green Collection offer aesthetic beauty.and engineered duality while positively contributing to the surrounding environment.Thesea specialty designed pavers will reduce or eliminate storm water runoff and decrease flooding,while returning rainwater into the natural water table. G bff w.fenE. 3300 ne m 1 X In addition,Permeable Pavers also provide a sturdy paved surface for vehicular and foot traffu-in - p y pal areas,law volume n.�adways,driveways. P«nneemllty sa% A _ - a patios.and walkways. Environmental Benefits of Permeable Pavers — ------- ------------ -- --- --- • Surface Water Management -'. Storm water drains back into native soil,recharging groundwater supplies and . AQUA PAVER reducing storm water ruoff. rir - nC` -" " w_ _ omrenslons arre`xs` li• Reduce Landsca Irr atlon Demand 50 Pe ig t: ' Tb,cwr,e.s SLVI,80mml lQre fRecharges groundwater supplies a t a 'k°' --- —� N a L 4 a? 5F per Cub.: 9x•Min{mize Local Heat Island Effects - 1 Q Permeable pavers are available In colors that have high SRI values which in � Cab`wrl9ltl: Sus lbs _ __ D. __ O mm help reduce Heat Island Effect .ww pnvr4. e' • Rs...eaMT ee% —� Q I'Ir benefits of Permeable Pavers are wet documented,and their use by designers is encouraged.The United Slates Green Building Coun.:il(USGBC)recognizes F.rmeabie Pavers as a Best Management Practice(BMP)to control quality and quantity of Stormwater Ripka The USGBC Leadership In Energy and Environmental - - - -- f,=:Ignll.F CD.)Green Building Palin d System provides a variety of credits for projects that incorporate Permeable Paver Systems SF RIMA - . ::. ..,N,;w.0e,,wYxae _ PERMEABLE. _ �.... - 1. .AEStDENTIdIBPEDE6TR �„x.-. ' DlrRlansio,u: -8Y8' _ Q cdnP,Ntea Sol a P.n.. PnnMle Coocny Pawns ltrc8russ 3 y8.18omm1 1 No 8.89 a 9srduase. -.-09 —_. Tun BtoA Permeable Peva --l',S01.949 iMc4 AS FM No.8B.dMp Ran. rf'- Sf per Cul.: 99 b Y LL —. --Sod NWs Or Gov seea -M.E.(150 MMI Tbbr.Compacted `- ` Cube WOOF 2900 lbs No 57 Ba•SID v TOPS b DPe'•r� sae u NeNatie.cora P.mro.bit r: l.5%;1G% I —Fa Qi(13MM Bofow Surlec. .\�( Willi NAF I--. 1 • ,F ----1,5•(2,40 MMI 0..0 Sara ICIk «a-n-rinre Concrete FdYx e_-_ Km r / w- compmme O0 IKe naso \h Yr ( L -T``T' •N.f-1 I-1- Math a AO..Vmvrs to fop _ --_ 1,4 Y 5 -F1 $ 1` 'glfq li � �_i`1�_P._I • '\` ..._v,--J I l I I� -•E -d `rw:-->rr»e ` 1'1)1-T TURF BLOCK �--� �--� , •.. ww..e I III •I iii I 1-1Iif-III r-al ubaeaa �” t:? pmerabrw: 33 ye-xs-v4`.___. i i/-6-\<<>-- �OvO O U Tm N Slam n Soil i it Ilh.= =I1�I IES oPnmw eouaY.ve DaN9n RI no T.. 3-ve•(80mm) O Compacted 51bQeee s To FOLLOW IC.SPECIE/CATIONS 3' d�$$ per Cube: BI O �\ / e. E.uwavM east rHxYNtss r1...Esotn nus D.rvtways SLOP 'r} Coto Weight 2200 Its----- 1 /.\07,\<>/\ \ \/ LAMES ,. . n.DRAIN PIPES Mar BCREQUIRED IF PATIO RECEIVES RUNOFF mou YID .icy. Ls I o •nut rMcxNEss RIt5 w Di fxurtc CLIMATE At/0 sue.apt ADJACENT VIWS SURFACES.ROOFSPe-m»nbellfy. /0% ~ •EAST NAL ACE CONCRETE C.R.CAll RE 8411.001$PAVERS DN TOP.SUCH CASES.CURRS •2.191.114.11.9n 41..1 liK.KNESS FOR FIRIAANES A PAR.NG LOTS /NOLILD BE I',FL ADD CONCRETE PAVER ROD '---- —E., n9Opentnp,MBINn.aSlone FA Opewr.AEA No.9.a9or8%or. STANDARD COLORS SPECIAL ORDER COLORS Pam..Canoate Penn Wmi..M.Caxn.Vewm cebEaaeRe,sbe WW1 Ge Ours For - R•NTH Mtn(iaG,m �� P.M.. (Curb Shore, bw Dm,y.(Orb Vv.,.rror ' Beams Cow**Sr rise SOMM11M1e. ( (e B9ar. - I{_ L_•Ittdt• a'0O0.5O...57 Dane Oran AA Sri MR lab MA -nail it NEiR in i� i.RP6.a.am. I 9.Ea;1=r...1.5,2'40,40RAM)rMa, Mw F.6•MsfITItY No 2Sone y'1 :,�v':.`'�- ,=? 'Z,ii 1, I,y No.B ?.1�/ I► �1 rt '''�E� 6,a ,. •-`•'•'L e . • r) u • i •• ••• •,W K..1.�•"'RC vwbrM.Fb«5w.,a 6sbwaro ��.• .�• �� .,• .•(fooute rAxt Sr.sJ slolM 4.1••ii, "C5 n' , '` Dyna e..a w.Mr d'NARCO:t. ';c AUTUMN BLEND CAPPUCCINO NERITAGE E�$ ,2e •i{�•?.Y•i`{�:it Dp.mena•aee.. u IN • li•�Ri�=llE ��y Q 7r eVi .>wonupsae..ascam. K .••e a. 7 ••i% Coo O.u m Lop Ona Side of%A.m., i i � .1ptWAiL at1 E.eMrr R•µ•l cMe •.. • ._ i.14.44411,7715,•.,,,.� • r_ ". rr n11_lll-�1 C.M.I.on s.eo.e.wr D..NI, [ _ "• 3 can 6.1150 MA MI..No 251041V 5uGv,se "tris pill IF_71C�IF3181- E31 11MII71i . lDlL-r lCJl dl l kr/..• blol.acw+wa,+s.lwtb ., • —oSv..N c.w.oe an eMram -IIt31E31 Gill-3l LIL-Il`-SIL _ 1.14 t- SoES,.ge.lE \ SOY ave me Sbp.nb mm, �— •NO 2STONE camas.roct,YE.veers Sr DESIGN(CONSULT lot SPECIFICATIONy •No.,STONE SOMASE THcrwss VARIES Br DEMC..N ICONSUIr 10•)S.EcncnTONsr NATURAL GRC- OLD CHICAGO SAND DUNE SIERRA •NO 2 STONE MAE BF SOASrnU TED wrlH NO]OA NOR STONE iyLy; City of Atlantic Beach APPLICATION NUMBER `j ,,a Building Department (To be assigned by the Building Department.) 800 Seminole Road I� t C� — /`1 Z7 J .5 v Atlantic Beach, Florida 32233-5445 1 —1 �J 111111.r.. Phone(904)247-5826 • Fax(904)247-5845 Q I l l j� E-mail: building-dept@coab.us Date routed: l City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 630 B( GOt\ l ik ST Depart ent review required Yes No nn � t� 6. Buildin Applicant: I V • 1— C e_ C9 ISS 7ra,oCTt 0(0ninct&Zoning---") Tree Administrator Project: _..c,J Si NCS i- FPtM t 1.1/41 ! ublic Works blic Utilities Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ❑Approved. Denied. ❑Not applicable (Circle one.) Comments: n BUILDING 'S (4eIIicGq-'re ;tecitCficA t.c" /�(JPr/ S4ckS PLANNING &ZONING V [G ee Reviewed by: Date: 13-13 TREE ADMIN. Second Review: I (Approved as revised. ❑Denied. ['Not applicable PUBLIC WORKS Comments: O^ PUBLIC UTILITIES ^� PUBLIC SAFETY Reviewed by: /(.�Date: `" FIRE SERVICES Third Review: ['Approved as revised. ❑Denied. 4 Al_applicable Comments: N Reviewed by: Date: Revised 05/19/2017 SIrai.rrc4 Revision Request/Correction to Comments **ALL INFORMATION HIGHLIGHTED IN `' City of Atlantic Beach Building Department GRAY IS REQUIRED. 15 V 800 Seminole Rd, Atlantic Beach, FL 32233 e C--�( 9 - O Z IL- Rio- Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: Revision to Issued Permit OR rections to Comments Date: lb/2311i Project Address: (S-)-22r✓ta,b, 8, lif Contractor/Contact Name: JJ FL -›94X C-0-4".L.--,_,,4\,--,-- Contact .y,R.,,_,,`,✓Contact Phone: © ( P2-1-' el-T9 3Email: R'"E 4h o5-e' 9,--4-,/- «"' Description of Proposed Revision/Corrections: �/ 5'�� C__ ,�.�-,4- 14Gd 5 s,.. <-9 I ��' ' `l' ��` � '�'"`�_ affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) • Will oposed revision/corrections add additional square footage to original submittal? No ❑ Yes (additional s.f.to be added: ) • ill posed 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:.,..4 1,7 (Office Use Only) ❑ Approved ❑ Denied _ Not Applicable to Department Permit Fee Due$ r-- / Revision/Plan Review Comments Ptcloo / Z6 J (/li) 1 - go t�Gt a S, f=e f (cito cf =7L--- a1f�/- /14ec1 c, t e Department Review Required: �� Buil_di_ng�-•� rrtn`g&Zoning_ Reviewed By I'ree-Administrator Public—Works Public Utilities 1 I^ b Public Safety Date Fire Services Updated 10/17/18 s=,,?r Revision Request/Correction to Comments **ALL INFORMATION HIGHLIGHTED IN JY %�'' City of Atlantic Beach Building Department GRAY IS REQUIRED. '':;,4110-1 800 Seminole Rd, Atlantic Beach, FL 32233 ®Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: ,,�r i i q - Ut275- I I Rev' i Issued Permit OR Corrections to Comments Date: 41711 ison to Project Address: 10-5b r✓ (,14.''A Contractor/Contact Name: 1v a'?rk X82 r OA CO„+Sim v 4 r Contact Phone: ID F ��7- 6 s--4-5 Email: ',4&---e:32"t' 6C-6./iv,4'7 "---- Description --^^Description of Proposed Revision/Corrections: ' i1rcrti-sr5 v 4-11" OD AA 6-4.r.-47 I .-1't--43' t-,-- n'_ 6-1,015-- affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) • Wil roposed revision/corrections add additional square footage to original submittal? LSI No ❑ Yes (additional s.f.to be added: ) • Wioposed 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: `'//G - ,4 (Office Use Only) Approved ❑ Denied ❑ Not Applicable to Department Permit Fee Due Revision/Plan Review Comments LZ(' A Department Review Required: I :uildin_ — ---., ,e--- Pla g&Zoning T Reviewed By Tree Administrator u is Works , r L Public Utilities I yr ( 9 Public Safety Date Fire Services Updated 10/17/18 5l.M City of Atlantic Beach APPLICATION NUMBER jS, j' nti Building Department (To be assigned by the Building Department.) J, . - , ,< � 800 Seminole Road I�E�-, \ ai - 0z7 J 9441,4 Atlantic Beach, Florida 32233-5445 1=�> Phone(904)247-5826 • Fax(904)247-5845 ',..(41',..(41 9r E-mail: building-dept@coab.us Date routed: 9 / ( l i t City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM 630 /� Qe art ent review required Yes No Property Address: (rte 3 � a G CON ( y � ( p �, q Buildin ._ .• Applicant: I� • I� L� C`� i�t%�'Ti Ute �P inning &Zoning JJ Tree Administrator Project: 1�� J Sl NC`, rRM_ L`-r l �ubli W-, ublic Utilities , Public Safety Fire Services Review fee $ 52•(yo Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By cy 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 TION STATUS Reviewing Department First Review: Approved. Denied. ❑Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: (.✓i.._ C Date: 9-17--/ , TREE ADMIN. Second Review: Approved as revised. Denied. ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. I INot applicable Comments: 10,4%/4% /ek Reviewed by: ►ei+) Revised 05/19/2017 �4%"L:1Z'ir.6• _ i. , , City of Atlantic Beach �,� PUBLIC UTILITIES DEPARTMENT I' '' 902 Assisi Lane f Jacksonville, FL 32233 L;•I'.;/" (904) 247-5834 NEW WATER / SEWER TAP REQUEST Date '7-17-17 Service Address 6, 30 &7P0^J10 S1 o, Number of Units / Commercial Residential `- Multi-Family If New Water Tap(s) & Meter(s) Meter Size(s) 3� New Irrigation Meter Upgrade Existing Meter from to 7 (size) , New Reclaim Water Meter Size New Connection to City Sewer V Applicant Name Billing Address City State Zip Phone Email Applicant Signature CITY STAFF USE ONLY Application# 'VE5 I q - 0275- Water 27SWater System Development Charge $ 1, f LW. OCA Sewer System Development Charge $ (f, 0 Sr.), (3Q Water Meter Only $ Reclaim Meter Only $ Water Meter Tap $ SOO. on Sewer Tap $ Cross Connection $ 50 , 00 Other $ TOTAL $ 4,0 Lia, an (Notes) APPROVED c—t____4Date 9.---/ 7V 9 — TZlic 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: I I `-i 1 i cl Application#: e. es I o 2-7 Project Address: is?jD Fj 0 YL`p•, Check Box Check APPLICATION TRACKING COMMENTS to Add Box to Com Print Underground Avoid damage to underground water and sewer utilities. Verify vertical and Water Sewer horizontal location of utilities. Hand dig if necessary. If field coordination Is Utilities needed,call 247-5878. Meter Boxes Ensure all meter boxes,sewer cleanouts and valve covers are set to grade Sewer Cleanout and visible. / A sewer cleanout must be installed at the property line. Cleanout must be RTl Sewer covered with an RT1 concrete box with metal lid. Cleanout to be set to grade i 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 At a minimum,will require a double check backflow preventer. ❑ ❑ Requirement Fire Une 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 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 ❑ 0 0 ❑ i OFFICE COPY PRODUCT APPROVAL INFORMATION SHEET FOR THE CITY OF ATLANTIC BEACH, FLORIDA('REQUIRED) *Project Address: 4+ 3L T12Permit#: a&S/9 " V -7 5 `Owner/Project Name: 44,4-5 M� LL t 6 C t.:'L-•krt1- `1T'1lt El— As required by Florida Statute 553.842 and Florida Administrative Code Rule 98-72,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 'ill F:zn14 ar71 '..:., }.5, �).SSL i'1 j 9'/c1 P 3 2.Sliding M ,r: )!L J`—� ✓vii. 6 c 1 a 3.Sectional w4,f-we OA-c1->a..r Sic I f1 v99. r f 4.Garage Roll-Up , P7241 �j w:^j ��M £r•wr.►y r- 2/I 3 I . 5.Automatic 6.Other B.WINDOWS 1.Single hung M = I',✓vL /J& /4) 2.Horizontal slider 3.Casement 4.Double hung 5.Fixed 6.Awning 7.Pass-through 8.Projected 9.Mullion 10.Wind breaker 11.Dual action 12.Other Page 1 of 4 Updated 10/17/18 Category/Subcategory Manufacturer Product Description Undtatbn of Use State* Local* C.PANEL WALL 1.Siding SAME 5 /i4(4Da Le- Pa...t—i 131 c'- 5-- 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 6r41 2.Underlayments 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 wry/wbcategory Manufacturer Product Description Limitation of Use State* Local U 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.SKYUGHTS 1.Skylight 2.Other H.NEW EXTERIOR ENVELOPE PRODUCTS 1. 2. Page 3 of 4 Updated 10/17/18 In addition to completing the above list of manufacturers,product description and State approval number for the products used on this project,the Contractor shall maintain on the job site and available to the Inspector,a legible copy of each manufacturer's printed specifications and installation instructions along with this Product Approval Sheet. I certify that this product approval list is true and correct to the best of my knowledge.I further certify that use of different components other than the ones listed in this document must be approved by the Building Official. 73—C.: e fi- )-c.✓ *Contractor Name(Print Name): !Vti• ."4 ntractor Signature: b 'Company Name: t x-;it ,2/=t c (�0 : .2 7.a c t -7r�,.'- 'Mailing Address: , 'City: ��‹��L`' tic 'State: a 'Zip Code: LZ 'Telephone Number: 904 c2 .7 - 057,7 'E-mail Address: tJ k1,12-"r4% PLC,sd t)A L t C e c�:�f►. • Cell Phone Number: Fax Number: Page 4 of 4 Updated 10/17/18 OFFICE COPY ELEVATION Notes: 36" HEAD DETAIL 1. Installation depicted based off of structural 2" typ.— test report #C7327,01-109-47. ,...1-12" o.c" SHEATHING/OSB 1 max. ! I 1 2. Wood screws shalt satisfy the National 2" typ I` SIZE HEADER AS NEEDED Design Specification for Wood FLASHING Construction for material type and } ( BY OTHERSlir CAULK UNDER NAILING FINE UB PERIMETER dimensional requirements. 12" o.c. BEFORE FASTENING. 3, Wood buck installations are assumed 2x max. // 411S P-F (G=0.42) or denser. Buck width shall be greater than the window frame Anchor/- width. Tapered or partial width bucks (See Section Betalts) r are not allowed. Wood buck shall be secured to the structure to resist all design loads. OI Ir/.4 ,-10 4. Wood screw lengths shall be sufficient � _ MINIMUM to guarantee 1-1/4" penetration into 1 1/4 INCH n PENETRATION wood buck. ® INTO STUD — — 5. Maximum shim thickness of 1/4" permitted at each fastener location. Shims shall be load bearing, non- compressible type. — /////// \PI, I o�C ? 6. These drawings depict the details / necessary to meet structural load requirements. They do not address the 1 --t..-- air infiltration, water penetration, intrusion 1 Min Edge 7/16" i SHIM AS or thermal performance requirements of REQUIRED the installation. -DRYWALL 7. Installation shown is that of the test window for the size shown and the I design pressure claimed. For window sizes smaller than shown, locate #8 X 1-5/8' SCREW (SHOWN WITH }" SHEATHING) fasteners approx. 2" from corners and no MUST ACHIEVE 1-1/4" PENETRATION more than 12" on center. Design INTO STUD.s pressures of smoller window sizes ore tkik'CLEARANCE—.^ limited to that of the test window. (ALL FOUR SIDES) SILL DETAIL F.---2-0 W SIZE AND DESIGN PRESSURE CHART FASTENER TYPE AND SPACING SHOWN WILL ALLOW DESIGN PRESSURES UP TO +35/ -50 UNITS UP TO 36° x 74" ,. (SEE TEST REPORTS FOR INDIVIDUAL UNIT SIZE AND APPLICABLE DESIGN PRESSURE LIMITATIONS) SHEATHING P Min Edge 7/16" II n""' DRAWi WE: i INSTALLATION INSTRUCTIONS V.M.R. 12-14-09 ® & FASTENER SCHEDULE FIN— °� °A1 JAMB DETAIL "°°°� 3540 Single Hung NONE 1 a 1 * 'NAIL FIN' IS A GENERIC TERM WHICH Windows&Doors moo NO. REv.' MEANS "MOUNTING FLANGE', Gratz, PA 3540-3240 SH FIN - (NOT TO BE CONFUSED WITH '1/2' FRONT FLANGE) x , , j • I .t tip. - i; • I , r • 1 r • • ' 1 • • f - t , • t t ' y1. �e t: )• • t } is s jyr 4 ye ' + 4, • i S, y" 7 N !ii. } X r 1 3 k i a. N.,«a.... -. M�s OFFICE COPY REVISIONS FOR REQUIRED REV DESCRIPTION I DATE APPROVED NUMBER OF ANCHORS -�- --- __. _ - __L_ --1. 71 /2' MAX. FRAME WIDTH ---- SEE CHARTS BELOW 71 1/2" MAX. FRAME WIDTH -- 36 5/8" MAX.y 32" MAX. -- 71 1/2" MAX. FRAME WIDTH PANEL WIDTH D.L.O. WIDTH 2" MAX. ----- !----1 I-- 8" MAX O.0 6" MAX. _y 20"MAX / 2" MAX. j+ 8' MAX O.0 -� -- 2' MAX I ! .YP. - : --- 0 �-�__�_ .- •_-- _ MAX • _ j- -� __- J E------- 1--1- MAX MAX _J-- / 11 % . TYP 1 -l-.I I f I 1 / I MAX r.// - 72 3/8" MAX - I O.0 1 MAX. 0.0 • 21" D.L.O. 95 1/2- I /.,.. MAX O.0 I HEIGHT MAX • 95 • 1/2" I FRAME 1 II ! FRAMEMAX � �/ I• HEIGHT ' 9,MAX4,1 I* 1 I. HEIGHT ( s✓ X O I I X I•I O �� IPEANEGHIT X 0 / I• ://./ E I. 9• • • 5 1/2" 39' I MAX. 1� e i 4 FRAME �i I! / I + I } I f '' -�-- �_ 2" MAX -' r - ��- =:_', - 2" MAX -r- „ - - SERIES 910 PVC SLIDING GLASS DOOR SERIES 910 PVC SLIDING GLASS DOOR SERIES 910 PVC SLIDING GLASS DOOR EXTERIOR VIEW EXTERIOR VIEW EXTERIOR VIEW NAIL FIN INSTALLATION NO SILL ANCHORS FRAME INSTALLATION NAIL FIN INSTALLATION FULL PERIMETER Number of anchor locations required Number of anchor locations required Number of anchor locations required Single Panel and Total Und Width I n) Single Panel and Total Unit Width(in) Single Panel and Total Unit Width(in) Frame Frame Frame 18.0 24.0 90.0 35.8 18.0 24.0 30.0 35.8 18.0 24.0 30.0 35.8 Height Height 36.0 48.0 60.0 71.5 38.0 48.0 60.0 71.5 36.0 48.0 60.0 71.6 (in) (i^) (In) Head Jamb Heed Jamb Head Jamb Head Jamb HSS Jamb HSS Jamb HSS Jamb HSS Jamb Head Jamb Head Jamb Head Jamb Head Jamb 78.0 2 3 3 3 3 4 4 4 78.0 6 12 8 12 9 12 11 12 78.0 6 12 8 12 9 12 11 12 80.0 6 12 8 12 9 12 11 12 80.0 6 12 8 12 9 12 11 12 80.0 2 3 3 3 3 4 4 4 84.0 6 13 8 13 9 13 11 13 84.0 2 3 3 3 3 4 4 4 84.0 6 13 8 13 9 13 11 13 88.0 2 3 3 3 3 4 4 5 88.0 6 13 8 13 9 13 11 13 88.0 6 13 8 13 9 13 11 13 920 2 3 3 4 4 4 4 5 92.0 6 14 8 14 9 14 11 14 92.0 6 14 8 14 9 14 11 14 95.5 2 3 3 4 4 4 4 5 95.5 6 15 8 15 9 15 11 15 95.5 6 15 8 15 9 15 11 15 MI WINDOWS� WEST ARANDKET TDOORS REET \ �\S'Rili� / DESIGN PRESSURE RATING IMPACT RATING GRATZ, PA 17030-0370 `��••\GENS 9s'y ±30.OPSF NONE SERIES 910 PVC SLIDING GLASS DOOR Z*• 0 51 72" x 96" NON-IMPACT - ELEVATION, ANCHORING LAYOUT �' E OF ;a 41 DRAWN -,�. ., q• 'cCD OP•• •• • A.'P' AP` NTS 01/281308-01920 1 28 13 08 019210E 7 /7/js/ONAl•:,XX`\ ' / / 1;,,,, 1 T lv 'SP ri;, .:: ti.:07,7„ e OFFICE COPY Veical Siding lamesHardie HardiePaneI®IiZ . EFFECTIVE APRIL 2009 INSTALLATION REQUIREMENTS - PRIMED &COLORPLUS® PRODUCTS Visit www iameshardie.comforthemostrecentversion. SMOOTH - CEDARMILL© SELECT SIERRA 8 - STUCCO IMPORTANT:FAILURE TO INSTALL AND FINISH THIS PRODUCT IN ACCORDANCE WITH APPLICABLE BUILDING CODES AND JAMES HARDIE WRITTEN APPLICATION INSTRUCTIONS MAY LEAD TO PERSONAL INJURY,AFFECT SYSTEM PERFORMANCE,VIOLATE LOCAL BUILDING CODES, AND VOID THE PRODUCT ONLY WARRANTY.BEFORE INSTALLATION,CONFIRM THAT YOU ARE USING THE CORRECT HARDIEZONE INSTRUCTIONS. INSTALLATION OF HZ10TMt PRODUCTS OUTSIDE AN HZ10Tm LOCATION WILL VOID YOUR WARRANTY. TO DETERMINE WHICH HARDIEZONE APPLIES TO YOUR LOCATION,VISIT WWW.HARDIEZONE.COM OR CALL 1-866-942-7343(866 9HARDIE) STORAGE & HANDLING: © CUTTING INSTRUCTIONS Store flat and keep dry and OUTDOORS INDOORS covered prior to installation.Installing 1.Position cutting station so that wind will blow dust away from user 1.Cut only using score and snap,or shears(manual,electric or pneumatic). and others in working area. 2.Position cutting station in well-ventilated area siding wet or saturated may result in 2.Use one of the following methods shrinkage at butt joints.Carry product a.Best i.Score and snap ti.Shears (manual,electric or pneumatic) -NEVER use a power saw indoors on edge. Protect edges and corners b.Better. i.Dust reducing circular saw equipped with a -NEVER use a circular saw blade that does not carry the HardieBlade saw blade trademark from breakage.James Hardie is not HardieBlade"saw blade and HEPA vacuum extraction -NEVER dry sweep–Use wet suppression or HEPA Vacuum c.Good: i.Dust reducing circular saw with a HardieBlade saw blade responsible for �� (only use for low to moderate cutting) damage caused ; ,-.t?- ��`i Important Note:For maximum protection(lowest respirable dust production),James Hardie recommends always using"Best"-level cutting methods where feasible. by improper \ � •''I� storage and , i' NIOSH-approved respirators can be used in conjunction with above cutting practices to further reduce dust exposures.Additional exposure infomtation is available at www.jameshardie.com to help you determine the most appropriate cutting method for your job requirements.If concern still exists about exposure levels or you handling of the product. \ do not comply with the above practices,you should always consult a qualified industrial hygienist or contact James Hardie for further information. soma,36 GENERAL REQUIREMENTS: • HardiePanel®vertical siding can be installed over braced wood or steel studs spaced a maximum of 24"o.c.Irregularities in framing and sheathing can mirror through the finished application. • HardiePanel vertical siding can also be installed over foam insulation/sheathing up to 1"thick.When using foam insulation/sheathing,avoid over-driving nails (fasteners),which can result in dimpling of the siding due to the compressible nature of the foam insulation/sheathing.Extra caution is necessary if power-driven nails (fasteners)are used for attaching siding over foam insulation/sheathing. • A water-resistive barrier is required in accordance with local building code requirements.The water-resistive barrier must be appropriately installed with penetration and junction flashing in accordance with local building code requirements.James Hardie will assume no responsibility for water infiltration.James Hardie does manufacture HardieWrapTM Weather Barrier,a non-woven non-perforated housewrapl,which complies with building code requirements. • When installing James Hardie products all clearance details in figs.5,6,7,8,9,10&11 must be followed. • Adjacent finished grade must slope away from the building in accordance with local building codes-typically a minimum of 6"in the first 10'. • Do not install James Hardie products,such that they may remain in contact with standing water. • HardiePanel vertical siding may be installed on vertical wall applications only. • For larger projects,including commercial and multi-family projects,where the span of the wall is significant in length,the designer and/or architect should take into consideration the coefficient of thermal expansion and moisture movement of the product in their design.These values can be found in the Technical Bulletin"Expansion Characteristics of James Hardie®Siding Products"at www.JamesHardie.com. • DO NOT use stain on James Hardie®products. INSTALLATION: Fastener Requirements Joint Treatment Position fasteners 3/8"from panel edges and no closer than • Vertical Joints-Install panels in moderate contact(fig. 1),alternatively 2"away from corners.Do not nail into corners. joints may also be covered with battens,PVC or metal jointers or HardiePanel Vertical Siding Installation caulked(Not applicable to ColorPlus`Finish)(fig.2). • Framing must be provided at horizontal and vertical edges for nailing. • Horizontal Joints-Provide Z-flashing at all horizontal joints(fig.3). • HardiePanel vertical siding must be joined on stud. Figure 2 Figure 3 • Double stud may be required to maintain minimum edge water-resistive barrier water-resistive barrier nailing distances. ( 2 a stud 2 x 4 stud water-resistive border water-resistive , `t barrier Figure 1 ��,_.� .._upper panel r upper panel stud � • �� Do not 1/4'gap Do not 1/4"gap water-resistive ' V1111 ' i riot hulk barrier � �-•440,41r10114//// 1111111111111__ __,.. 1 J i –.00– Batten Joint "H"Joint ~Z-Clashing f Z-flashingt sheathingHardiePanel I 0 0 vertical siding water-resistive barrier I 1decorative _ 2 x 4 stud band board keep nails `` .—lower ower 3/8"min. 'VI�`— I panel �—.-panel from panel ■ ■ ___H edges plate c c Figure 4 I! �,, 318 --1" 4.----- leave appropriate gap between Recommendation:When �i��.� panels.then caulk" ° Caulk Jointinstallindoubleg stud Sierra at 8,paprovide nel , ,, moderate contact (Not applicable to ColorPlusf'Finish) joints to avoid nailing keep fasteners 2" `Apply caulk in accordance with caulk through grooves. % 1 away from corners manufacturer's written application instructions. 'For additional information on HardieWrapw Weather Barrier,consult James Hardie at 1-866-4Hardie or www.hardiewrap.com WARNING:AVOID BREATHING SILICA DUST James Hardie"products contain respirable crystalline silica,which is known to the State of California to cause cancer and is considered by ARC and NIOSH to be a cause of cancer from some occupational sources. Breathing excessive amounts of respirable silica dust can also cause a disabling and potentially fatal lung disease called silicosis,and has been linked with other diseases. Some studies suggest smoking may increase these risks During inslallat on a handling(1)work in outdoor areas with ample ventilation,(2)use fiber cement shears for cutting or,where not feasible,use a HardieBlade"saw blade and dust-reducing circular saw attached to a HEPA vacuum,(3)warn others in the immediate area,(4)wear a properly-fitted,NIOSH-approved dust mask or respirator(e g N-95)in accordance with applicable government regulations and manufacturer instructions to further limit respirable silica exposures Dunng clean-up,use HEPA vacuums or wet cleanup methods-never dry sweep For further information,refer to our installation instructions and Matenal Safety Data Sheet available al www.lameshardie can or by calling 1-800-9HARDIE(1-800942-7343) FAILURE TO ADHERE TO OUR WARNINGS,MSDS,AND INSTALLATION INSTRUCTIONS MAY LEAD TO SERIOUS PERSONAL INJURY OR DEATH. some HS0919-P1/2 3/10 F t• .14 JC S .' . xtr- 1,1 ,, ... z.. .1 '.f, ,,,,,111,. ..,.....t.,-„ev . :.111k ' ".. 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' CLEARANCES Install siding and trim products in compliance Maintain a 1"-2" Maintain a 1"-2"clearance between At the juncture of the roof and vertical with local building code requirements for clearance between James James Hardie products and decking surfaces,flashing and counterflashing shall clearance between the bottom edge of the Hardie'products and paths, material. be installed per the roofing manufacturer's siding and the adjacent finished grade. steps and driveways. Figure 7 instructions.Provide a 1"-2"clearance stud II between the roofing and the bottom edge siding •water of the siding and trim. siding , Figure 6 �`� resistive 1"-2" barrier ' 11111114111-1,1,lFigure 8 Figure 5 • deck material .. bottom 1\�� ® I II 4 2 i j plate „milli : �` joist flashing / , . -� �� i ledger concrete l foundation Aaddr'g �"min. Figure 11 i, KICKOUT FLASHING 1, ', Maintain a 1/4"clearance Maintain a minimum 1"gap Step flashing/',` '‘•• Because of the volume of water that can pour down �,r-adhering a sloped roof,one of the most critical flashing between the bottom of James between gutter end caps and membrane !��i details occurs where a roof intersects a sidewall. Hardie products and horizontal siding&trim. 1 The roof must be flashed with stepflashing. Where flashing.Do not caulk gap. _Selr-adhenog 9 / eaves membrane Figure 10 the roof terminates,install a kickout to deflect water IGckout �/� fleshing away from the siding. Figure 9 .. DnP edge 'I .--siding ®� It js best to install a self-adhering membrane on the Do not 114°gap siding wall before the subfascia and trim boards are nailed Caulk ousewrap I in place,and then come back to install the kickout. t I � r :, ..` fast a Figure 11,Kickout Flashings To prevent water from dumping behind the siding and the flashing �i'� end of the roof intersection,install a"kickout"of sufficient length and angle to direct the gutter and end cap water running down the roof away from the siding. GENERAL FASTENING REQUIREMENTS • Consult applicable code compliance report for correct fasteners type and Fasteners must be corrosion resistant,galvanized,or stainless steel. placement to achieve specified design wind loads. Electro-galvanized are acceptable but may exhibit premature corrosion. • NOTE:Published wind loads may not be applicable to all areas where James Hardie recommends the use of quality,hot-dipped galvanized Local Building Codes have specific jurisdiction.Consult James Hardie nails. James Hardie is not responsible for the corrosion resistance of •Technical Services if you are unsure of applicable compliance documentation. fasteners. Stainless steel fasteners are recommended when installingFastener Drive fastenersdshouldt snug perpendicular to siding and framing. • heads fit snug against siding(no air space).(fig.A) James Hardie'products near the ocean,large bodies of water,or in • Do not over-drive nail heads or drive nails at an angle. very humid climates. • If nail is countersunk,caulk nail hole and add a nail.(fig.B) PNEUMATIC FASTENING • For wood framing,under driven nails should be hit flush to the plank with a James Hardie products can be hand nailed or fastened with a pneumatic tool. hammer(For steel framing,remove and replace nail). Pneumatic fastening is highly recommended. Set air pressure so that the • Do not use aluminum fasteners,staples,or clipped head nails. fastener is driven snug with the surface of the siding.A flush mount Snug Flush • attachment on the pneumatic tool is recommended. This will help control the Countersunk, g� Caulk 8r \ depth the nail is driven.If setting the nail depth proves difficult,choose a .I:. add nailNI 0 setting that under drives the nail. (Drive under driven nails snug with a do not under DO NOT smooth faced hammer-Does not apply for installation to steel framing). Figure A Figure B drive nails STAPLE CAULKING PAINTING For best results use an Elastomeric Joint Sealant complying DO NOT use stain on James Hardie'products.James Hardie products must be with ASTM C920 Grade NS,Class 25 or higher or a Latex painted within 180 days for primed product and 90 days for unprimed. Joint Sealant complying with ASTM C834.Caulking/Sealant 100%acrylic topcoats are recommended.Do not paint when wet.For application must be applied in accordance with the caulking/sealant rates refer to paint manufacturers specifications.Back-rolling is recommended if manufacturer's written instructions or ASTM C1193. the siding is sprayed. *The illustration(figure 11)was reprinted with permission of THE JOURNAL OF LIGHT CONSTRUCTION.For subscription information,visit wwwjlconline.com. RECOGNITION In accordance with ICC-ES Legacy Report NER-405,HardiePanel"vertical siding is recognized as a suitable alternate to that specified in:the BOCA National Building Code/1999,the 1997 Standard Building Code,the 1997 Uniform Building Code,the 1998 International One-and Two-Family Dwelling Code,the 2003 International Building Code,and the 2003 International Residential Code for One-and Two-Family Dwellings. HardiePanel vertical siding is also recognized for application in the following: City of Los Angeles Research Report No 24862,State of Florida listing FL#889,Dade County,Florida NOA No 02-0729.02,U.S. Dept.of HUD Materials Release 1263c,Texas Department of Insurance Product Evaluation EC-23 City of New York MEA 223-93-M,and California DSA PA-019.These documents should also be consulted for additional information concerning the suitability of this product for specific applications v 2010 James Hardie Technology Limited. Ail rights reserved. TM,SM,and®denote trademarks or registered trademarks of Additional Installation Information, James Hardie Technology Limited. n',is a registered Warranties,and Warnings are available at jamesHardie trademark of James Hardie Technology Limited. www.jameshardie.com HS0919-P2/2 3/10 ".',.,• ••• , ''e-,- • - , . - .!, ., ..., .. , , f.,...- H.,-..<-;.10-',-..,5A • . , . 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'`irl 445"C'F'`J'l 'riLiSC.32'11."1,:•01;t1-,4;_,, ..-,',iJiii.ozi, 11 v0.1 ;..i.J!6.11)..,,1•;.,..?!.(...A-A.ouppc.ii Hs4.40.t-:. j ,;„ ,dofsit,•J j„ .;, 4c.,. :. .s petINOPU vs file.intic4ni .4 fuG Lyk4.,1!0 , !..9L... . ,. . , ...':. ,.. . - ,a1011M1K*M•awo•Nw.as,imii ........rar-,e...a,-.1.....•04..... ma posomir -. - .. ••,,. . . . ., ..,,. . t ' , t . - '.•' 'Mr% '-': - ••., . ..• • ..i. .'.•.-... . , ,-- , • I Florida Product Approval HardiePanel® Siding • For use inside HVHZ: o HardiePanel Siding fastener types, fastening schedule, and installation shall be in accordance with the Miami-Dade County Florida NOA 07- 0418.04. Consult the HardiePanel product installation instructions on the follow pages for all other installation requirements. • For use outside of HVHZ, o HardiePanel Siding fastener types, fastening schedule, and installation shall be in accordance with Engineering Evaluation Report RIO-2297-11. Consult the HardiePanel product installation instructions on the follow pages for all other installation requirements. 61J rs oc,,; .., 1)- giii3'-t' JamesHardieHardiePanel®IiZL€ Vertical Siding _ EFFECTIVE APRIL 2009 T INSTALLATION REQUIREMENTS - PRIMED &COLORPLUS® PRODUCTS Visit vwNvw.jameshardie.comfor the most recent version. SMOOTH - CEDARMILL© • SELECT SIERRA 8 • STUCCO IMPORTANT:FAILURE TO INSTALL AND FINISH THIS PRODUCT IN ACCORDANCE WITH APPLICABLE BUILDING CODES AND JAMES HARDIE WRITTEN APPLICATION INSTRUCTIONS MAY LEAD TO PERSONAL INJURY,AFFECT SYSTEM PERFORMANCE,VIOLATE LOCAL BUILDING CODES, AND VOID THE PRODUCT ONLY WARRANTY.BEFORE INSTALLATION,CONFIRM THAT YOU ARE USING THE CORRECT HARDIEZONE INSTRUCTIONS. INSTALLATION OF HZ10TMt PRODUCTS OUTSIDE AN HZ10TM LOCATION WILL VOID YOUR WARRANTY. TO DETERMINE WHICH HARDIEZONE APPLIES TO YOUR LOCATION,VISIT WWW.HARDIEZONE.COM OR CALL 1-866-942-7343(866 9HARDIE) STORAGE & HANDLING: AS, CUTTING INSTRUCTIONS Store flat and keep dry and OUTDOORS INDOORS covered prior to installation.Installing 1.Portion cutting station so that wind will blow dust away from user 1.Cut only using score and snap,or shears(manual,electric or pneumatic). and others in work ng area 2.Position cutting station in well ventilated area siding wet or saturated may result in 2.Use one of the following methods: shrinkage at butt joints.Carry product a.Best: i.Score and snap ii.Shears (manual,electric or pneumatic) -NEVER use a power saw indoors on edge. Protect edges and corners b.Better i.Dust redudng circular saw equipped with a -NEVER use a circular saw blade that does not carry the HardieBlade saw blade trademark from breakage.James Hardie is not HardieBlade saw blade and HEPA vacuum extraction -NEVER dry sweep-Use wet suppression or NEPA Vacuum c.Good: i.Dust reducing circular saw with a HardieBiade saw blade responsible for "•-•.& `tea (only use for low to moderate cutting) bymmpropage er sed , Important Note:For maximum protection(lowest respirable dust production),James Hardie recommends always using"Best"-level cutting methods where Leaside. storage and \ NIOSH-approved respirators can be used in conjunction with above cutting practices to further reduce dust exposures.Additional exposure information is available at www.jameshardie.com to help you determine the most appropriate cutting method for your job requirements.If concern still exists about exposure levels or you handling of the product.%110'41 do not comply with the above practices,you should always consult a qualified industrial hygienist or contact James Hardie for further information. 9)C831 05 GENERAL REQUIREMENTS: • HardiePanel®vertical siding can be installed over braced wood or steel studs spaced a maximum of 24"o.c.Irregularities in framing and sheathing can mirror through the finished application. • HardiePanel vertical siding can also be installed over foam insulation/sheathing up to 1"thick.When using foam insulation/sheathing,avoid over-driving nails (fasteners),which can result in dimpling of the siding due to the compressible nature of the foam insulation/sheathing.Extra caution is necessary if power-driven nails (fasteners)are used for attaching siding over foam insulation/sheathing. • A water-resistive barrier is required in accordance with local building code requirements.The water-resistive barrier must be appropriately installed with penetration and junction flashing in accordance with local building code requirements.James Hardie will assume no responsibility for water infiltration.James Hardie does manufacture HardieWrapTM Weather Barrier,a non-woven non-perforated housewrapl,which complies with building code requirements. • When installing James Hardie products all clearance details in figs.5,6,7,8,9,10&11 must be followed. • Adjacent finished grade must slope away from the building in accordance with local building codes-typically a minimum of 6"in the first 10'. • Do not install James Hardie products,such that they may remain in contact with standing water. • HardiePanel vertical siding may be installed on vertical wall applications only. • For larger projects,including commercial and multi-family projects,where the span of the wall is significant in length,the designer and/or architect should take into consideration the coefficient of thermal expansion and moisture movement of the product in their design.These values can be found in the Technical Bulletin"Expansion Characteristics of James Hardie®Siding Products"at www.JamesHardie.com. • DO NOT use stain on James Hardie®products. INSTALLATION: Fastener Requirements Joint Treatment Position fasteners 3/8"from panel edges and no closer than • Vertical Joints -Install panels in moderate contact(fig.1),alternatively 2"away from corners.Do not nail into corners. joints may also be covered with battens,PVC or metal jointers or HardiePanel Vertical Siding Installation caulked(Not applicable to ColorPlus5 Finish)(fig.2). • Framing must be provided at horizontal and vertical edges for nailing. • Horizontal Joints-Provide Z-flashing at all horizontal joints(fig.3). • HardiePanel vertical siding must be joined on stud. Figure 2 Figure 3 • Double stud may be required to maintain minimum edge water-resistive barrier water-resistive barrier nailingdistances. 2 4 stud / 2 x a stud water-resistive water-resistive ,�� `fit barrier barrier Figure 1 ,,,,.^_ .---upper panel ..—upperpanel '�— stud Do not 114'gap Do not 1/4"gap water-resistive-`''o I1_• ' Caulk Caulk barrier ........._................. u � J t Z-flashin T sheathing HardiePanel Batten Joint "H"Joint I Z-flashing I 9 o o vertical siding water-resistive banner 1 1 decorative ia4 stud r'- U edges 1 ak r ` Figure 4 V I II,I I I platevim leave appropriate gap between Recommendation:When ..... .•� 3/8" panels then caulk` Caulk Joint installing Sierra 8,provide ii° moderate contact j double at panel 1,(Not applicable to ColorPlus"Finish) oints to avoivoi d nailing keep fasteners 2" 'Apply caulk in accordance with caulk through grooves. I away from corners manufacturer's written application instructions. For additional information on HardieWrapm Weather Barrier,consult James Hardie at 1-866-4Hardie or www.hardiewrap.com WARNING:AVOID BREATHING SILICA DUST James Hardie"products contain respirable crystalline silica,which is known to the State of California to cause cancer and is considered by IARC and NIOSH to be a cause of cancer from some occupational sources Breathing excessive amounts of respirable silica dust can also cause a disabling and potentially fatal lung disease called silicosis,and has been linked with other diseases Some studies suggest smoking may increase these nsks During installation or handling:(1)work in outdoor areas with ample ventilation,(2)use fiber cement shears for cutting or,where not feasible,use a HardieBlade"saw blade and dust-reducing circular saw attached to a HEPA vacuum,(3)warn others in the immediate area;(4)wear a properly-fitted,NIOSH-approved dust mask or respirator(e g N-95)in accordance with applicable government regulations and manufacturer instructions to further limit respirable silica exposures Dunng clean-up,use HEPA vacuums or wet cleanup methods-never dry sweep For further information,refer to our installation instructions and Material Safety Data Sheet available at www.lameshardie can or by calling 1800-9HARDIE(1-800-942-7343) FAILURE TO ADHERE TO OUR WARNINGS,MSDS,AND INSTALLATION INSTRUCTIONS MAY LEAD TO SERIOUS PERSONAL INJURY OR DEATH SP,1090 HS0919-P1/2 3/10 . .. , , . . ft:t:-.--A .-- • . 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A jois=y flashing � , - ledger �- concrete - - foundation bring ' "min. Figure 11 ,/, KICKOUT FLASHING Maintain a 1/4"clearance Maintain a minimum 1"gap '': Florida Product Approval HardiePanel® Siding • For use inside HVHZ: a HardiePanel Siding fastener types, fastening schedule, and installation shall be in accordance with the Miami-Dade County Florida NOA 07- 0418.04. Consult the HardiePanel product installation instructions on the follow pages for all other installation requirements. • For use outside of HVHZ, a HardiePanel Siding fastener types, fastening schedule, and installation shall be in accordance with Engineering Evaluation Report RIO-2297-11. Consult the HardiePanel product installation instructions on the follow pages for all other installation requirements. OFFICE COPY 6 3 v S' f-e a 1 /---Vo r , al a FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: 630 Begonia St 1667 Builder Name: TTbBeikfe+s via:,1 rr... . al (6.4v4'4.r.4-4.• Street: 630 Begonia St Permit Office: City,State,Zip: Atlantic Beach ,FL,32233 Permit Number: Owner: Jurisdiction: 261300 Design Location: FL,Jacksonville County: Duval(Florida Climate Zone 2) 1. New construction or existing New(From Plans) 9. Wall Types(1520.0 sqft.) Insulation Area 2. Single family or multiple family Single-family a.Frame-Wood,Exterior R=13.0 1245.30 ft2 b.Frame-Wood,Adjacent R=13.0 274.67 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 (1667.0 sqft.) Insulation Area 5. Is this a worst case? No a.Under Attic(Vented) R=38.0 1500.00 ft2 6. Conditioned floor area above grade(ft2) 1667 b.Under Attic(Vented) R=19.0 167.00 ft2 Conditioned floor area below grade(ft2) 0 c. WA R= ft2 11. Ducts R ft2 7. Windows(196.0 sqft.) Description Area a.Sup:Attic,Ret:Main,AH:Main 6 333.6 a. U-Factor: Dbl,U=0.33 196.00 ft2 SHGC: SHGC=0.23 b. U-Factor: N/A ft2 12.Cooling systems kBtu/hr Efficiency SHGC: a.Central Unit 30.0 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 30.0 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 1.000 ft. Area Weighted Average SHGC: 0.230 14. Hot water systems a.Electric Cap:40 gallons 8. Floor Types (1667.0 sqft.) Insulation Area EF:0.930 a.Slab-On-Grade Edge Insulation R=0.0 1667.00 ft2 b. Conservation features b.N/A R= ft2 None c.N/A R= ft2 15.Credits Pstat Total Proposed Modified Loads: 45.02 PASS Glass/Floor Area: 0.118 Total Baseline Loads: 46.83 I hereby certify that the plans and specifications covered by Review of the plans and ,.••'4ZkIE S7,q?,••. this calculation are in compliance with the Florida Energy specifications covered by this '•1,0. " :t.. Code. calculation indicates compliance ,� 7,,,p�'�;` with the Florida Energy Code. i F•:nir Nre'` ._: ;- ,,0 PREPARED BY: Tim isparyan / a Before construction is completed ; t� -•• •.�•, • 73 sunny 7 gd; iii;, a ''''''1"4'-.- 0 DATE: this building will be inspected for i 0. � i r compliance with Section 553.908 . •••.. �u I herebycertifythat this building,as designed, is in compliance Florida Statutes. 'r'• ".Y c,....- with the Florida Energy Co e. g p •••, �,Ob WE" • OWNER/AGENT. �' BUILDING OFFICIAL: /7't •.,.. DATE: b r- 7- .Z e . S DATE: a /0-aq-)!q - 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). 10/21/2019 9:54 AM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 1 of 4 , • -63 OFFICE COPY FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: 630 Begonia St 1667 Builder Name: TRK "aril 0 ac �04 ca....+rte..4..•r1\+. Street: 630 Begonia St Permit Office: City,State,Zip: Atlantic Beach , FL,32233 Permit Number: Owner: Jurisdiction: 261300 Design Location: FL, Jacksonville County: Duval(Florida Climate Zone 2) 1. New construction or existing New(From Plans) 9. Wall Types(1520.0 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Frame Wood. Exterior R=13.0 1245.30 ft2 b. Frame-Wood..Adjacent R=13.0 274.67 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 (1667.0 sqft.) Insulation Area a. Under Attic(Vented) R=38.0 1500.00 ft2 6. Conditioned floor area above grade(ft2) 1667 b. Under Attic(Vented) R=19.0 167.00 ft2 Conditioned floor area below grade(ft2) 0 c. N/A R= ft2 2 11. Ducts R ft 7. Windows(196.0 sqft.) Description Area a.Sup:Attic, Ret:Main,AH:Main 6 333.6 a. U-Factor: Dbl, U=0.33 196.00 ft2 SHGC: SHGC=0.23 b. U-Factor N/A ft2 12.Cooling systems kBtu/hr Efficiency SHGC: a.Central Unit 30.0 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 30.0 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 1.000 ft. Area Weighted Average SHGC: 0.230 14. Hot water systems a. Electric Cap:40 gallons 8. Floor Types (1667.0 sqft.) Insulation Area EF:0.930 a. Slab-On-Grade Edge Insulation R=0.0 1667.00 ft2 b. Conservation features b. N/A R= ft2 None c. N/A R= ft2 15. Credits Pstat Total Proposed Modified Loads: 45.02 PASS Glass/Floor Area: 0.118 Total Baseline Loads: 46.83 .,,...........:....... I hereby certify that the plans and specifications covered by Review of the plans and .,•O�IHE srgr�.,,«••. this calculation are in compliance with the Florida Energy specifications covered by this v r:%_ Code. calculation indicates compliance ;'�0�,,, °' • s with the Florida Energy Code. «r„ '` „ O = PREPARED BY: Timisparyan / d Before construction is completed i c�'- .� :' 'ieo '0!775 this buildingwill be inspected for ' a x DATE: _ -- P 's c) L_p__ compliance with Section 553.908 I; * '•.. ac Florida Statutes. I hereby certify that this building, as designed, is in compliance ti v�r:' with the Florida Energy Cod •••'• • COD y;,i11-,.' OWNER/AGENT BUILDING OFFICIAL: ina- DATE: _ dcTif, 70t� --- DATE: _ JO-d4'-a01f - 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). 10/21/2019 9:54 AM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 1 of 4 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT PROJECT Title: 630 Begonia St 1667 Bedrooms: 4 Address Type: Street Address Building Type: User Conditioned Area: 1667 Lot# Owner Name: Total Stories: 1 Block/Subdivision: #of Units: 1 Worst Case: No PlatBook: Builder Name: TR iIdeFc Nib.21-0 R 04;04 Rotate Angle: 270 Street: 630 Begonia St Permit Office: c::,.+5`r.t,- i- Cross Ventilation: County: Duval Jurisdiction: 261300 Whole House Fan: 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 1667 13336 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InflID Finished Cooled Heated 1 Main 1667 13336 Yes 5 4 1 Yes Yes Yes FLOORS V # Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab-On-Grade Edge Insulatio Main 148 ft 0 1667 ft2 ____ 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 1806 ft2 0 ft2 Medium Y 0.85 No 0.9 No 0 22.6 ATTIC V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Vented 300 1667 ft2 Y N CEILING # Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic(Vented) Main 38 Blown 1500 ft2 0.11 Wood 2 Under Attic(Vented) Main 19 Blown 167 ft2 0.11 Wood 10/21/2019 9:54 AM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 2 of 4 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT WALLS / Adjacent Cavity Width Height Sheathing Framing Solar Below V it Ornt To Wall Type Space R-Value Ft In Ft In Area R-Values Frartinn Ahcnr C.rarle% _ 1 S=>E Exterior Frame-Wood Main 13 11 8 88.0 ft' 0.5 0.23 0.75 0 _ 2 E=>N Exterior Frame-Wood Main 13 6 8 48.0 ft' 0.5 0.23 0.75 0 _ 3 S=>E Exterior Frame-Wood Main 13 4 8 32.0 ft2 0.23 0.75 0 4 E=>N Garage Frame-Wood Main 13 14 4 8 114.7 ft' 0.23 0.75 0 5 S=>E Garage Frame-Wood Main 13 20 8 160.0 ft2 0.23 0.75 0 _ 6 E=>N Exterior Frame-Wood Main 13 39 8 8 317.3 ft2 0.5 0.23 0.75 0 _ 7 N=>W Exterior Frame-Wood Main 13 35 8 280.0 ft2 0.5 0.23 0.75 0 8 W=>S Exterior Frame-Wood Main 13 60 8 480.0 ft' 0.5 0.23 0.75 0 DOORS V # Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 S=>E Insulated Main None .4 3 6 8 20 ft 2 S=>E Insulated Main None .4 2 8 6 8 17.8 ft' WINDOWS Orientation shown is the entered orientation(=>)changed to As Built(rotated 270 degrees). / Wall Overhang V # Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 S=>E 1 Vinyl Low-E Double Yes 0.33 0.23 N 30.0 ft2 1 ft 0 in 1 ft 0 in None None 2 E=>N 6 Vinyl Low-E Double Yes 0.33 0.23 N 30.0 ft' 1 ft 0 in 1 ft 0 in None None 3 N=>W 7 Vinyl Low-E Double Yes 0.33 0.23 N 45.0 ft' 1 ft 0 in 1 ft 0 in None None 4 N=>W 7 Vinyl Low-E Double Yes 0.33 0.23 N 40.0 ft' 1 ft 0 in 1 ft 0 in None None 5 N=>W 7 Vinyl Low-E Double Yes 0.33 0.23 N 6.0 ft2 1 ft 0 in 1 ft 0 in None None 6 W=>S 8 Vinyl Low-E Double Yes 0.33 0.23 N 45.0 ft2 1 ft 0 in 1 ft 0 in None None GARAGE V # Floor Area Ceiling Area Exposed Wall Perimeter Avg.Wall Height Exposed Wall Insulation 1 382.8 ft2 382.8 ft' 64ft 8ft 1 INFILTRATION # Scope Method SLA CFM 50 ELA EqLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000305 1333.6 73.21 137.69 .1147 6 HEATING SYSTEM V # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ None HSPF:8.2 30 kBtu/hr 1 sys#1 10/21/2019 9:54 AM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 3 of 4 FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT COOLING SYSTEM V # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ None SEER: 14 30 kBtu/hr 900 cfm 0.75 1 sys#1 HOT WATER SYSTEM V # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.93 40 gal . 70 gal 120 deg None SOLAR HOT WATER SYSTEM 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 6 333.6 ft Main 83.4 ft2 Default Leakage Main (Default) (Default) 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: CoolingJan Feb Mar A r Ma Jun Jul Au [X]Se ]Oct Nov Dec HeatinH Jan [X Feb XiMarArMaJunJulAuSeOctXNovDecVentin Jan [ Feb X Mar [X Apr [ MayJun Jul Aug ]Sep [X]Oct X Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling(WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling(WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating(WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating(WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 MASS Mass Type Area Thickness Furniture Fraction Space Default(8 lbs/sq.ft. 0 ft2 0 ft 0.3 Main 10/21/2019 9:54 AM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 4 of 4 • 2017 EPL DISPLAY CARD ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 96 The lower the Energy Performance Index, the more efficient the home. 1. New home or,addition 1. New(From Plans) 12. Ducts, location&insulation level a)Supply ducts R 6.0 2.Single-family or multiple-family 2. Single-family b)Return ducts R 6.0 c)AHU location Main 3. No.of units(if multiple-family) 3. 1 4. Number of bedrooms 4. 4 13. Cooling system: Capacity 30.0 a)Split system SEER 5. Is this a worst case?(yes/no) 5. No b)Single package SEER c)Ground/water source SEER/COP 6. Conditioned floor area(sq.ft.) 6. 1667 d) Room unit/PTAC EER e)Other 14.0 7.Windows,type and area a)U-factor:(weighted average) 7a. 0.330 b)Solar Heat Gain Coefficient(SHGC) 7b. 0.230 14. Heating system: Capacity 30.0 c)Area 7c. 196.0 a)Split system heat pump HSPF b)Single package heat pump HSPF 8. Skylights c)Electric resistance COP a) U-factor:(weighted average) 8a. NA d)Gas furnace, natural gas AFUE b)Solar Heat Gain Coefficient(SHGC) 8b. NA e)Gas furnace, LPG AFUE f) Other 8.20 9. Floor type, insulation level: a)Slab-on-grade(R-value) 9a. 0.0 b)Wood, raised(R-value) 9b. 15.Water heating system c)Concrete, raised(R-value) 9c. a) Electric resistance EF 0.93 b)Gas fired, natural gas EF 10.Wall type and insulation: c)Gas fired, LPG EF A. Exterior: d)Solar system with tank EF 1.Wood frame(Insulation R-value) 10A1. 13.0 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) 1061. 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. varies 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. Yes 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 comp ed based n jnstalled code compliant features. Builder Signature: k it Date: 0 t rZ f _ Z J f 4 Address of New Home: 630 Begonia St City/FL Zip: Atlantic Beach, FL 32233 10/21/2019 9:54:23 AM EnergyGauge®USA 6.0.03(Rev. 1)-FlaRes2017 FBC 6th Edition(2017)Compliant Software Page 1 of 1 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods ADDRESS. 630 Begonia 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. ▪ 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 enveldite.building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. ❑ R402.4.1.1 InstallationThe components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table R402.4.1.1, as applicable to the method of construction.Where required by the code official,an approved third party shall inspect all components and verify compliance. ❑ R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air changes per hour in Climate Zones 1 and 2,and three air changes per hour in Climate Zones 3 through 8.Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 pascals).Testing shall be conducted by either individuals as defined in Section 553.993(5)or(7), Florida Statutes,or individuals licensed as set forth in Section 489.105(3)(f),(g)or(i)or an approved third party.A written report of the results of the test shall be signed by the party conducting the test and provided to the code official.Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. Exception: Testing is not required for additions,alterations, renovations,or repairs,of the building thermal envelope of existing buildings in which the new construction is less than 85 percent of the building thermal envelope. During testing: 1. Exterior windows and doors,fireplace and stove doors shall be closed, but not sealed. beyond the intended weatherstripping or other infiltration control measures. 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures. 3. Interior doors, if installed at the time of the test,shall be open. 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5. Heating and cooling systems, if installed at the time of the test.shall be turned off. 6. Supply and return registers, if installed at the time of the test,shall be fully open. ❑ R402.4.2 Fireplaces. New wood-burning fireplaces shall have tight-fitting flue dampers or doors, and outdoor combustion air.Where using tight-fitting doors on factory-built fireplaces listed and labeled in accordance with UL 127,the doors shall be tested and listed for the fireplace.Where using tight-fitting doors on masonry fireplaces.the doors shall be listed and labeled in accordance with UL 907. ❑ R402.4.3 Fenestration air leakagdNindows,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. 7/31/2019 3:25 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. ❑ R403.1.1 Thermostat provision(Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. ❑ R403.1.3 Heat pump supplementary heat(Mandatory). Heat pumps having supplementary electric-resistance heat shall have controls that,except during defrost. prevent supplemental heat operation when the heat pump compressor can meet the heating load. ❑ R403.3.2 Sealing(Mandatory) All ducts, air handlers,filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below. Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5)or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g)or(i), Florida Statutes,to be"substantially leak free"in accordance with Section R403.3.3. ❑ R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design airflow rate when tested in accordance with ASHRAE 193. ❑ R403.3.3 Duct testing(Mandatory).Ducts shall be pressure tested to determine air leakage by one of the following methods: 1. Rough-in test:Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa)across the system, including the man 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. ElR403.3.5 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. ❑ 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 pipe shall be a dedicated return pipe or a cold water supply pipe.Gravity and thermosiphon circulation systems shall be prohibited. Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the occupancy.The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and when there is no demand for hot water. ❑ R403.5.1.2 Heat trace systems.Electric heat trace systems shall comply with IEEE 515.1 or UL 515. Controls for such systems shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy. 7/31/2019 3:25 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 1/2 inches(89 mm)in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.5.6 Water heater efficiencies(Mandatory). ❑ R403.5.6.1.1 Automatic controls. Service water-heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use.The minimum temperature setting range shall be from 100°F to 140°F(38°C to 60°C). ❑ R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off.A separate valve shall be provided to permit the energy supplied to the main burner(s)of combustion types of service water-heating systems to be turned off. ❑ R403.5.6.2 Water-heating equipment. Water-heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation,Commercial Provisions,for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water-heating category. Solar water heaters shall meet the criteria of Section R403.5.6.2.1. ❑ R403.5.6.2.1 Solar water-heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system.The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806,Test Methods for Solar Collectors. and SRCC Standard TM-1,Solar Domestic Hot Water System and Component Test Protocol. Collectors in installed solar water-heating systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal;and 2. Be installed at an orientation within 45 degrees of true south. ❑ 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. ❑ 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 7/31/2019 3:25 PM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 3 of 5 • MANDATORY REQUIREMENTS - (Continued) ❑ R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.7, or the closest available size provided by the manufacturer's product lines.The corresponding latent capacity of the equipment shall not be less than the calculated latent load. The published value for AHRI total capacity is a nominal, rating-test value and shall not be used for equipment sizing. Manufacturer's expanded performance data shall be used to select cooling-only equipment.This selection shall be based on the outdoor design dry-bulb temperature for the load calculation(or entering water temperature for water-source equipment),the blower CFM provided by the expanded performance data,the design value for entering wet-bulb temperature and the design value for entering dry-bulb temperature. Design values for entering wet-bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s)is installed in an unconditioned space. Exceptions: 1. Attached single-and multiple-family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida-registered engineer, in attached single-and multiple-family units,the capacity of equipment may be sized in accordance with good design practice. R403.7.1.2 Heating equipment capacity. ❑ R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section R403.7.1.1,and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if the design heating load is 1.15 times greater than the design cooling load. ❑ R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.7,1. ❑ R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.7.1. ❑ R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis,such as anticipated additional loads caused by major entertainment events.shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. R403.8 Systems serving multiple dwelling units(Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403. ❑ R403.9 Snow melt and ice system controls(Mandatory) Snow-and ice-melting systems,supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 50°F(10°C),and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F(4.8°C). ❑ R403.10 Pools and permanent spa energy consumption(Mandatory). The energy consumption of pools and permanent spas shall be in accordance with Sections R403.10.1 through R403.10.5. ❑ R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on-off switch that is an integral part of the heater mounted on the exterior of the heater,or external to and within 3 feet(914 mm)of the heater.Operation of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the power to the heater.Gas-fired heaters shall not be equipped with continuously burning ignition pilots. ❑ R403.10.2 Time switches.Time switches or other control methods that can automatically turn off and on according to a preset schedule shall be installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this section. Exceptions: 1. Where public health standards require 24-hour pump operation. 2. Pumps that operate solar-and waste-heat-recovery pool heating systems. 3. Where pumps are powered exclusively from on-site renewable generation. ❑ R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor-retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Where more than 70 percent of the energy for heating,computed over an operation season, is from site-recovered energy, such as from a heat pump or solar energy source,covers or other vapor-retardant means shall not be required. ❑ R403.10.4 Gas-and oil-fired pool and spa heaters. All gas-and oil-fired pool and spa heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16,2013,when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural or LP gas shall not have continuously burning pilot lights. 7/31/2019 3:25 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(Mandatory�e energy consumption of electric-powered portable spas shall be controlled by the requirements of APSP-14. SECTION R404 ELECTRICAL POWER AND LIGHTING SYSTEMS 1-1❑ 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. 7/31/2019 3:25 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: 630 Begonia St 1668 Builder Name: TR44-8rl4kfers ft:A ,=.u.i`�, �. ,.•a-�!� Street: 630 Begonia St Permit Office: City,State,Zip: Atlantic Beach , FL, 32233 Permit Number: U Owner Jurisdiction: 261300 Design Location: FL,Jacksonville 0 COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air-permeable insulation shall The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. requirements Breaks or joints in the air barrier shall be sealed. The air barrier in any dropped ceiling/soffit shall be aligned with the The insulation in any dropped ceiling/soffit Ceiling/attic insulation and anygaps in the air barrier shall be sealed. 9 P shall be aligned with the air barrier. Access openings,drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with sealed. a material having a thermal resistance of R-3 per Knee walls shall be sealed. inch minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/door jambs and framing,and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of 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 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 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. Batts in narrow cavities shall be cut to fit,or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope 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 extend behind piping and wiring. Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated. Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air-sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub-floor or drywall. Concealed When required to be sealed,concealed fire sprinklers shall only be 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 plates and walls or ceilings. a. In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. 7/31/2019 3:26 PM EnergyGauge®USA 6.0.02(Rev. 1)-FlaRes2017 FBC 6th Edition(2017) Compliant Software Page 1 of 1 Manual S Compliance Report Job: +I+ wrightsoft p p Date: Jan 08,2019 Entire House By: Avalon Heating and Air 3665 Spring Park Rd,Jacksonville,FL 32207 Phone:9042451818 Web:wwwavalonac.com License:CMC1249968 Project Information For 141044altas r' ;e„, 630 Begonia St,Jacksonville,FL 32233 Cooling Equipment Design Conditions Outdoor design DB: 92.8°F Sensible gain: 20641 Btuh Entering coil DB: 77.2°F Outdoor design WB: 77.3°F Latent gain: 7241 Btuh Entering coil WB: 63.6°F Indoor design DB: 75.0°F Total gain: 27882 Btuh Indoor RH: 50% Estimated airflow: 933 din Manufacturer's Performance Data at Actual Design Conditions Equipment type: SpIitASHP Manufacturer: Goodman Mfg. Model: GSZ140301K+ARUF31B14A Actual airflow: 933 chi Sensible capacity: 19600 Btuh 95%of load Latent capacity: 8400 Btuh 116%of load Total capacity: 28000 Btuh 100%of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 31.8°F Heat loss: 24327 Btuh Entering coil DB: 68.9°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: SpIitASHP Manufacturer: Goodman Mfg. Model: GSZ140301 K+ARUF31 B14A Actual airflow: 933 cfifl Output capacity: 27800 Btuh 114%of load Capacity balance: 30 °F Supplemental heat required: 0 Btuh Economic balance: -99 °F Backup equipment type: Elec strip Manufacturer: n/a Model: n/a+n/a Actual airflow: 933 Linn Output capacity: 0 kW 0%of load Temp.rise: 0 °F Meets all requirements of ACCA Manual S. -P' wrightsoft' 2019-Oct-21 11:2543 Right-Suite®Universa12019 19.0.04 RSU23882 Page 1 ...me\DropboxlDuct Layouts'630 Begonia St 1668.rup Calc=MJ8 Front Door faces: E r. +I+- wrightsoft Project SummaryJob: Date: Jan 08,2019 Entire House BY: Avalon Heating and Air 3665 Spring Park Rd,Jacksonville,FL 32207 Phone:9042451818 VVeb.wwwavalonac.com License:CMC1249968 Pro'ect Information For INKTIBIIMErs ^':. ru i. .'v., cc..isrot--c-s;:;.J 630 Begonia St,Jacksonville, FL 32233 Notes: Desi•n Information Weather: Jacksonville, FL, US Winter Design Conditions Summer Design Conditions Outside db 32 °F Outside db 93 °F Inside db 70 °F Inside db 75 °F Design TD 38 °F Design TD 18 °F Daily range M Relative humidity 50 % Moisture difference 52 gru b Heating Summary Sensible Cooling Equipment Load Sizing Structure 18698 Btuh Structure 13775 Btuh Ducts 5629 Btuh Ducts 6866 Btuh Central vent(0 cfrn) 0 Btuh Central vent(0 din) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 24327 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 20641 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Semi-tight Fireplaces 0 Structure 5670 Btuh Ducts 1571 Btuh Central vent(0 din) 0 Btuh Heating Cooling (none) Area(ft2) 1702 1702 Equipment latent load 7241 Btuh Volume(ft') 15318 15318 Air changes/hour 0.26 0.14 Equipment Total Load(Sen+Lat) 27882 Btuh Equiv.AVF(cfm) 66 36 Req.total capacity at 0.70 SHR 2.5 ton Heating Equipment Summary Cooling Equipment Summary Make Goodman Mfg. Make Goodman Mfg. Trade GOODMAN;JANITROL;AMANA DISTI... Trade GOODMAN;JANITROL;AMANA DISTI... Model GSZ140301K Cond GSZ140301K AHRI ref 7995113 Coil ARUF31 B14A AHRI ref 7995113 Efficiency 8.2 HSPF Efficiency 12.0 EER, 14 SEER Heating input Sensible cooling 19600 Btuh Heating output 27800 Btuh @ 47°F Latent cooling 8400 Btuh Temperature rise 27 °F Total cooling 28000 Btuh Actual air flow 933 c.f.,n Actual air flow 933 din Air flow factor 0.038 cfm/Btuh Air flow factor 0.045 cfrn/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.74 Capacity balance point=30°F Backup: n/a n/a Input=0 kW Output=0 Btuh, 100 AFUE Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrightsoft" 2019-04-21 1125:43 .,..,... ,.g...,.,.,...- Right-Suite®Universal 201919.0.04 RSU23882 Page 1 ...me\Dropbox\Duct Layouts MO Begonia St 1668.rup Calc=MJ8 Front Door faces: E N Level 1 Master Bath Master Bedroom �•� 36 dm ••• 156 dm Living ray 341 . 4„ Master Closet 1. 114 109 cfm 1.04 109 dm •74 3 dm Bedroom 2 _ � y Laundry 6„ •. 110.4 8; 11 AMs' E ing 12; :th2 ••4 127dm 90 dm ►•• 8 dm � - Halfway Bedroom 3 'rR A'' g 41r • t ..II -126 dm 16 'um 236dm en 7„ • r.� 296: Duct System SummaryJob: + wrightsoft y Date: Jan 08,2019 Entire House BY: Avalon Heating and Air 3665 Spring Park Rd,Jacksonville,FL 32207 Phone:9042451818 web:www.avalonac.com License:CMC1249968 Project Information For ids ..JS alai T L.:0:6,A et,.-ywi-.a i; 630 Begonia St,Jacksonville,FL 32233 Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0.20 in H2O 0.20 in H2O Available static pressure 0.30 in H2O 0.30 in H2O Supply/return available pressure 0.150/0.150 in H2O 0.150/0.150 in H2O Lowest friction rate 0.245 in/100ft 0.245 in/100ft Actual airflow 933 c,fni 933 c.firl Total effective length(TEL) 122 ft Supply Branch Detail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Eqv Name (Btuh) (cfrn) (elm) FR (in) (in) Mall Ln(ft) Ln(ft) Trunk Bath 2 c 170 4 8 0.252 4.0 Ox 0 VIFx 24.1 95.0 st2 Bedroom2 C 1918 71 87 0.273 6.0 Oxo VIFx 19.7 90.0 st2 Bedroom 3 c 1999 77 90 0.254 6.0 Ox 0 VIFx 23.1 95.0 st2 Bedroom4 h 4363 167 104 0.248 7.0 Ox 0 VIFx 25.9 95.0 st1 Dining c 2804 71 127 0.274 7.0 Ox 0 VIFx 14.7 95.0 st1 Entry h 735 28 18 0.246 7.0 Ox 0 VIFx 27.0 95.0 st1 Kitchen c 2781 100 126 0.275 8.0 Ox 0 VIFx 14.0 95.0 st1 Laundry c 801 2 36 0.264 4.0 Ox 0 VIFx 18.5 95.0 st2 Living h 2844 109 101 0.257 6.0 Ox 0 VIFx 21.9 95.0 st1 Living-A h 2844 109 101 0.254 6.0 Ox 0 VIFx 23.2 95.0 st1 Master Bath h 940 36 21 0.245 4.0 Ox 0 VIFx 27.5 95.0 st2 Master Bedroom h 4068 156 111 0.259 8.0 Ox 0 VIFx 26.0 90.0 st2 Master Closet c 72 2 3 0 0 Oxo VIFx 0 0 Supply Trunk Detail Table Trunk Htg CIg Design Velbc Diam H x W Duct Name Type (dui) (elm) FR (fpm) (in) (in) Material Trunk st2 PeakAVF 347 354 0.245 450 12.0 0 x 0 VinIFIx st1 PeakAVF 585 576 0.246 745 12.0 0 x 0 VinlFlx '4'* wrightsof't 2019-Oct-21 11:25:43 ^.` ,,,,, „,,,,,,,,,,,,,,,w.,,,,,,,,,,,, Right-Suite®Universa12019 19.0.04 RSU23882 Page 1 Ac ...me\DropboxDud Layouts`630 Begonia St 1668.rup Calc=MJ8 Front Door faces: E Return Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (efnl) (Lira) (ft) FR ' (fpm) (in) (in) Opening(in) Matl Trunk rsb4 Ox 0 296 247 0 0 0 0 Ox 0 VIFx rb1 Ox 0 184 236 0 0 0 0 Ox 0 VIFx rsbl Ox 0 341 310 0 0 0 0 Ox 0 VIFx rsb3 Ox 0 113 141 0 0 0 0 Ox 0 VIFx wrightsoft® 2019-Oct-21 1125:43 ,. ,,,,.. „ Right-Suite®Universal 2019 19.0.04 RSU23882 Page 2 AZ—CA ...melDropbox\Duct Layouts\630 Begonia St 1668.rup Calc=NUB Front Door faces:E -- R Lumber design values are in accordance with ANSI/TPI 1 section 6.3 MI 111 These truss designs rely on lumber values established by others. OFFICE COPY MITekR RE: 190802-02KM - Joe Holton MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Joe Holton/ North Florida Construction Project Name: . Model: Tampa,FL 33610-4115 Lot/Block: . Subdivision: . Address: 630 Begonia St, . City: Jacksonville State: Fl Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.3 Wind Code: ASCE 7-10 Wind Speed: 130 mph Roof Load: 40.0 psf Floor Load: N/A psf This package includes 25 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 T17810983 CJO1 8/8/19 23 T17811005 103 8/8/19 2 T17810984 CJO2 8/8/19 24 T17811006 T04 8/8/19 3 T17810985 CJO3 8/8/19 25 T17811007 T05 8/8/19 4 T17810986 CJO4 8/8/19 5 T17810987 G01 8/8/19 6 T17810988 GE01 8/8/19 7 T17810989 H01 8/8/19 8 T17810990 H02 8/8/19 9 T17810991 H03 8/8/19 REViEWEO FOR GEIE1r � 10 T17810992 H04 8/8/19 MANEGE 11 T17810993 H05 8/8/19 CONFOR. 12 T17810994 H06 8/8/19 13 117810995 J01 8/8/19 RESUBMIT 14 T17810996 J02 8/8/19 REVISE AND 15 T17810997 J03 8/8/19 tEGTION 16 T17810998 J04 8/8/19 _RETURNING WITHOUT OBS 17 T17810999 J05 8/8/19 18 T17811000 J06 8/8/19 R.E. 19 T17811001 J07 8/8/19 C PAUL DIGIACOM 20 T17811002 J08 8/8/19 21 T17811003 T01 8/8/19 22 T17811004 T02 8/8/19 ,,. UUhItsiiiii The truss drawing(s)referenced above have been prepared by .��so '• IN VF��'e MiTek USA, Inc. under my direct supervision based on the parameters �.• .• I NS• '•• •.? ,01 provided by Coastal Truss & Vinyl Siding. F •. • Truss Design Engineer's Name: Velez, Joaquin . • 68182 • ' My license renewal date for the state of Florida is February 28, 2021. •• ' * IMPORTANT NOTE:The seal on these truss component designs is a certification :-.X/ •• ATE OF 1U� that the engineer named is licensed in the jurisdiction(s)identified and that the �4. ' �` P '��`, designs comply with ANSI/TPI 1. These designs are based upon parameters 0� •••.4 • RIO,••' \ •� shown(e.g.,loads,supports,dimensions,shapes and design codes),which were ei s for MiTek's or jSS/• ‘,..\...,s,,,• TRENCO'customers iven to MiTek or TRENCO. cerptect urpo eecific only,land wason not taken into account in the tti'i N Ai �� preparation of these designs. MiTek or TRENCO has not independently verified the4qu3nVef&PNo68182 applicability of the design parameters or the designs for any particular building. Before use, ek USA,Inc. L Cert 8B34 the building designer should verify applicability of design parameters and properly Parke East .Tampa FL 33810 incorporate these designs into the overall building design per ANSI/TPI 1,Chapter 2. -1 August 8,2019 Velez, Joaquin 1 of 1 Job Truss Truss Type (qty Ply Joe Holton T17810983 190802-02KM CJO1 Diagonal Hip Girder 3 1 Job Reference(optional) Coastal Truss&Vinyl Siding, Patterson,GA-31577, 8.310 s Jun 11 2019 MiTek Industries,Inc. Thu Aug 8 10:22:57 2019 Page 1 ID:oP?g2t2g8zepAavuNjztlayrsv3-y?6W FOeADAxW nkRQQFYiTFuLaFgTPj?C6X2opBypxSi -1-10-10 4-2-14 7-7-3 11-3-0 1-10-10 4-2-14 3-4-5 3-7-13 Scale=1:22.8 1.5x4 II 5 6 NAILED NAILED 3x4% 16 3.54 12 NAILED 4 1 NAILED 11101 3x4% 15 NAILED 3 1 F NAILED ' 14 WO 2 — ILE = 17 10 18 9 19 8 NAILED NAILED NAILED 354= 1.5x4 I I 3x4= 7 NAILED NAILED NAILED 3x4— 4-2-14 7-7-3 11-3-0 4-2-14 3-4-5 3-7-13 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) -0.03 10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.36 Vert(CT) -0.06 10 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.25 Horz(CT) 0.02 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:57 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-1-13 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 2=651/0-4-9,8=647/Mechanical Max Horz 2=151(LC 7) Max Uplift 2=-183(LC 8),8=-115(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1232/172,3-4=-800/150 BOT CHORD 2-10=-210/1155,9-10=-210/1155,8-9=-163/742 WEBS 3-9=-454/62,4-9=0/381,4-8=-865/167 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)"This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 2=183,8=115. 6)"NAILED"indicates 3-10d skew 45 to 135 degrees(0.148"x 3") toe-nails per NDS guidelines. 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:1-5=-60,5-6=-20,7-11=-20 Concentrated Loads(Ib) Vert:15=-25(F=-12,8=-12)16=-143(F=-72,B=-72)17=-1(F=-0,B=-0)18=-37(F=-18,B=-18)19=-88(F=-44,B=-44) Joaquin Vein PE No.88102 MiTek USA,Inc.FL Cart 8834 8904 Parka East Blvd,Tampa FL 33810 Data: August 8,2019 A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED M1f EK REFERANCE PAGE 1,15-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MTekdt 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,delNery.erection and bracing of trusses and truss systems,seeANSVIPl1 Quality Criteria,DS549 and SCSI Suldhtg Component 6904 Parke East Blvd. Safety Mormason rvailable from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Joe Holton T17810984 190802-02KM CJO2 Diagonal Hip Girder 1 1 Job Reference(optional) Coastal Truss&Vinyl Siding, Patterson,GA-31577, 8.310 s Jun 11 2019 MiTek Industries,Inc. Thu Aug 8 10:22:58 2019 Page 1 I D:oP?g2t2g8zepAavuNj ztlayrsv3-QBguSMfo_U3N P u?dzz3x0SRXfe?T892LKBoLLdypxSh 4-2-14 7-7-3 11-3-0 4-2-14 3-4-5 3-7-13 1.5x4 I I Scale=1:21.7 4 5 NAILED p NAILED r 3.54 12 3x4 15 NAILED 3 1 NAILED 14 3x4% 1 NAILED 2 NAILED 13 IIII 1111111116 INN 1 1 1 ►/ 16 17 18 9 8 7 NAILED NAILED NAILED 1.5x4 I 3x4= 6 3x4= NAILED NAILED NAILED 3x4= 4-2-14 I 7-7-3 11-3-0 4-2-14 3-4-5 3-7-13 LOADING (psf) SPACING- 2-0-0 CSI. DEFL- in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) -0.03 9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.44 Vert(CT) -0.06 9-12 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.26 Horz(CT) 0.02 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:54 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-7 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=544/0-4-9,7=673/Mechanical Max Horz 1=142(LC 7) Max Uplift 1=-103(LC 8),7=-130(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1342/255,2-3=-839/173 BOT CHORD 1-9=-249/1270,8-9=-249/1270,7-8=-176/777 WEBS 2-8=-528/129,3-8=0/390,3-7=-906/191 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=103,7=130. 6)"NAILED"indicates 3-10d skew 45 to 135 degrees(0.148"x 3") toe-nails per NDS guidelines. 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=-60,4-5=-20,6-10=-20 Concentrated Loads(Ib) Vert:14=-32(F=-19,B=-12)15=-148(F=-76,B=-72)16=-10(F=-10,B=-0)17=-44(F=-25,B=-18)18=-92(F=-48,B=-44) Joaquin Velez PE No.88182 MiTsk USA,Inc.FL Cott 8834 8904 Parka East Blvd.Tampa FL 33810 Oats; August 8,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.Imam 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 fek 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 Cdt.da.DS11-$9 and SCSI lidding Component 6904 Parke East Blvd. Safety Informallonavailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Joe Holton 717810985 190802-02KM CJO3 Diagonal Hip Girder 1 1 Job Reference(optional) Coastal Truss&Vinyl Siding, Patterson,GA-31577, 8.310 s Jun 11 2019 MiTek Industries,Inc. Thu Aug 8 10:22:59 2019 Page 1 ID:oP?g2t2g8zepAavuNjztlayrsv3-uOEGgigQInBE01 apXgaAYg_kj2OltgaVZrXvt4ypxSg 3-1-1 5-7-2 3-1-1 2-6-1 Scale=1:13.5 1.5x4 II 3 4 3.54l NAILED NAILED 3x4 2 1 6 1.5x4 II 3x4= NAILED 2x4= 5 NAILED 3-1-1 5-7-2 3-1-1 2-6-1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) -0.01 7-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.16 Vert(CT) -0.01 7-10 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.05 Horz(CT) 0.00 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:23 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-7-2 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=220/0-4-9,6=230/Mechanical Max Horz 1=70(LC 7) Max Uplift 1=-44(LC 8),6=-51(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-382/86 BOT CHORD 1-7=-71/357,6-7=-71/357 WEBS 2-6=-387/103 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=5.0psf;BCDL=5.0psf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,6. 6)'NAILED"indicates 3-10d skew 45 to 135 degrees(0.148"x 3") toe-nails per NDS guidelines. 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:1-3=-60,3-4=-20,5-8=-20 Concentrated Loads(Ib) Vert:7=-10(F=-0,B=-10) Joaquin Voltz PE No.88182 MITA USA,Inc.FL Cart 8834 8904 Parka East Blvd.Tampa FL 33610 Data: August 8,2019 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITER 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 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,seeAN31/TPI1 Duality Cdtetla,DS6-89 and ICS Budding Component 6904 Parke East Blvd. Safety YNotmallonovailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 _ I Job Truss Truss Type Oty Ply Joe Holton T17810986 190802-02KM CJO4 Diagonal Hip Girder 1 1 Job Reference(optional) Coastal Truss&Vinyl Siding, Patterson,GA-31577, 8.310 s Jun 11 2019 MiTek Industries,Inc. Thu Aug 8 10:23:00 2019 Page 1 ID:oP?g2t2g8zepAavuNjztlayrsv3-Maoet2h2 W 5K5eB9?505P5tW spSIAc70eoUHS P W ypxSf -1-10-10 3-1-1 5-7-2 1-10-10 3-1-1 2-6-1 Scale=1:14.8 1.5x4 II 4 5 NAILED 3.54 NIT NAILED 3x4 3 12 2 `)( — 1 13 8 7 NAILED 1.5x4 3x4= NAILED 3x4= 6 3-1-1 I 5-7-2 3-1-1 2-6-1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) -0.00 8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.10 Vert(CT) -0.01 8-11 >999 180 BCLL 0.0 * Rep Stress lncr NO WB 0.04 Horz(CT) 0.00 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:26 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-7-2 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 2=349/0-4-9,7=204/Mechanical Max Horz 2=80(LC 7) Max Uplift 2=-138(LC 8),7=-30(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-343/19 BOT CHORD 2-8=-34/298,7-8=-34/298 WEBS 3-7=-313/29 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)7 except(jt=lb) 2=138. 6)"NAILED"indicates 3-10d skew 45 to 135 degrees(0.148"x 3") toe-nails per NDS guidelines. 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=-60,4-5=-20,6-9=-20 Concentrated Loads(Ib) Vert:13=-1(F=-0,B=-0) Joaquin Vela PE No.68182 MITak USA,Inc.FL Cat 8834 8904 Parts East Blvd.Tampa FL 33810 Oats: August 8,2019 ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.16/03/2015 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 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,seeANSVIPII Quality Cdt.da,D5549 and SCSI Binding Component 6904 Parke East Blvd. Safety In formatonavailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314 Tampa,FL 33610 Job Truss Truss Type Qty Ply Joe Holton T17810987 190802-02KM G01 Common Girder 1 1 Job Reference(optional) Coastal Truss&Vinyl Siding, Patterson,GA-31577, 8.310 s Jun 11 2019 MiTek Industries,Inc. Thu Aug 8 10:23:00 2019 Page 1 ID:oP?g2t2g8zepAavuNjztlayrsv3-Maoet2h2 W 5K5eB9?5O5P5t W wzSkZc6ZeoUHS P W ypxSf 2-3-8 4-7-0 2-3-8 2-3-8 4x4= Scale=1:9.9 2 5.00 12 3 1 -4411111111111111111111111111111111111111 /TM 1111111111 Teo 4 NAILED 12 2x4 I I 3x4= 11 NAILED 3x4= P-3-8 4-7-0 NAILED 2-3-8 2-3-8 LOADING (psf) SPACING- 2-0-0 CSI- DEFL. in (lac) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) -0.00 4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.14 Vert(CT) -0.01 4 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.07 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MP Weight:19 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-7-0 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (lb/size) 1=516/0-3-8,3=516/0-3-8 Max Horz 1=-20(LC 6) Max Uplift 1=-88(LC 8),3=-88(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-552/107,2-3=-552/107 BOT CHORD 1-4=-74/497,3-4=-74/497 WEBS 2-4=-44/311 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;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. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3. 6)"NAILED"indicates 3-10d Nails(0.148"x 3") toe-nails per NDS guidelines. 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:1-2=-60,2-3=-60,5-8=-20 Concentrated Loads(Ib) Vert:4=-218(B)11=-224(B)12=-224(B) Joaquin Vila PE No.68162 MITsk USA,Inc.FL Cart 6634 6904 Parks East Blvd.Tampa FL 33610 Oats: August 8,2019 � I A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Ma-7473 rev.16413@015 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 rrek 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,D5549 and BC$1 Bolding Component 6904 Parke East Blvd. Safety kifotmafonavoilable from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314, Tampa,FL 33610 Job Truss Truss Type Qty Ply Joe Holton T17810988 190802-02KM GE01 COMMON SUPPORTED GAB 1 1 Job Reference(optional) Coatsal Truss,Patterson,Ga 31570 8.310 s May 22 2019 MiTek Industries,Inc. Thu Aug 8 11:32:55 2019 Page 1 ID:oP?g212g8zepAavuNjztlayrsv3-aSGH?XtIMYngAklnyEgOSrfZ41gpW EW DcZvQoXypxJM -1-4-0i 2-7-12 5-3-8 6-7-8 1-4-0 2-7-12 2-7-12 1-4-0 Scale=1:15.3 454= 5.00 FIY 3x4 4 5 3 I I ` 06 2 10 d 9 7 Id 1 ::•::❖:❖:❖:❖:❖:❖:❖:❖:❖:❖:❖:❖:❖:❖:•::::❖:❖:❖:❖:❖:❖:❖:•:❖:•:❖:❖:❖:❖:❖:❖:❖:❖:❖:•:•:❖:•: 8 4x8 = 1.5x4 II 3x4' 4x8 = I 5-3-8 5-3-8 Plate Offsets(X,V)-- [2:0-5-2,0-0-15].[2:0-7-10,0-2-1] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) -0.00 7 n/r 120 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.00 7 n/r 120 BCLL 0.0 * Rep Stress lncr NO WB 0.03 Horz(CT) 0.00 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight:24 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-3-8 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.2 REACTIONS. (lb/size) 2=185/5-3-8 (min.0-1-8),6=185/5-3-8 (min.0-1-8),8=213/5-3-8 (min.0-1-8) Max Horz 2=-28(LC 10) Max Uplift 2=-104(LC 12),6=-104(LC 12) Max Gray 2=190(LC 21),6=190(LC 22),8=213(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;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 2-7-12,Comer(3)2-7-12 to 5-7-12,Exterior(2)5-7-12 to 6-7-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry 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 2-0-0 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. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 104 lb uplift at joint 2 and 104 lb uplift at joint 6. 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)6. LOAD CASE(S) Standard Joaquin Vela PE No.88182 MiTak USA,Inc.FL Can 8634 8904 Parka East Blvd.Tampa FL 33810 Oats: August 8,2019 1 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10x3/2015 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,not11111 I a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall MiTek' building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent brocing 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,seeANSVWPI1 Quality C1lt•da,DS549 and SCSI Bolding Component 6904 Parke East Blvd. Safety Irlformallonavoilable from Truss Rate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Obi Ply Joe Holton 190802-02KM H01 Hip Girder 1 n 2 Job Reference(optional) 717810989 Coastal Truss&Vinyl Siding, Patterson,GA-31577, 8.310 s Jun 11 2019 MiTek Industries,Inc. Thu Aug 8 10:23:04 2019 Page 1 ID:oP?g2t2g8zepAavuNjztlayrsv3-EL29jokZaKq W 7pTmKDALFjhRG3wAYt5Ej6FgYHypxSb 1.1-4-01 4-6-5 1 8-0-0 12-9-14 I 17-6-0 1 22-2-2 I 27-0-0 30-5-11 35-0-0 136-4-01 1_4-0 4-6-5 3-5-11 4-9-14 4-8-2 4-8-2 4-9-14 3-5-11 4-6-5 1-4-0 Scale=1:61.4 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 5x8= NAILED 1.5x4 II NAILED 3x8= 3x4= 1.5x4 II NAILED 5x8= 5.00 FIT 4 6 7 5 29 30 6 3 7 3 8 33 34 9 3x4 !i ,i �l STI ru l , I , Rlix4 6"-- n IC4 III TB I 3 10 12 d 21 20 36 37 19 18 38 17 39 16 75 40 41 14 13 3x8% 2x4 II 3x4= NAILED NAILED 6x6= NAILED 2x4 II NAILED 4x8= NAILED 3x4= 2x4 II 3x8 c LTHJA26 4x8= NAILED 6x6= NAILED LTHJA26 NAILED NAILED 4-6-5 1 8-0-0 12-9-14 17-6-0 1 22-2-2 27-0-0 30-5-11 1 35-0-0 1 4-6-5 3-5-11 4-9-14 4-8-2 4-8-2 4-9-14 3-5-11 4-6-5 Plate Offsets(X,V)-- [2:0-3-1,0-1-8],[4:0-5-12,0-2-8],[9:0-5-12,0-2-8],[11:0-3-1,0-1-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL- in (lac) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) -0.34 17 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.68 17 >617 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.29 Horz(CT) 0.16 11 n/a n/a BCDL 10.0 I Code FBC2017/TP12014 Matrix-MS Weight:418 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except' TOP CHORD Structural wood sheathing directly applied or 4-1-6 oc purlins,except 4-7,7-9:2x4 SP No.1 2-0-0 oc purlins(3-8-8 max.):4-9. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.2 REACTIONS. (lb/size) 2=3368/0-3-8,11=3368/0-3-8 Max Horz 2=93(LC 7) Max Uplift 2=-707(LC 8),11=-707(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-8086/1585,3-4=-7863/1573,4-5=-9371/1892,5-6=-9371/1892,6-8=-9371/1892, 8-9=-9371/1892,9-10=-7863/1573,10-11=-8086/1585 BOT CHORD 2-21=-1386f7436,20-21=-1386/7436,19-20=-1329/7281,17-19=-1894/10130, 15-17=-1894/10130,14-15=-1329/7281,13-14=-1386/7436,11-13=-1386/7436 WEBS 3-20=-397/201,4-20=-103/1088,4-19=-501/2593,5-19=-689/313,6-19=-980/184, 6-17=0/500,6-15=-980/184,8-15=-689/313,9-15=-501/2593,9-14=-103/1088, 10-14=-397/201 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 0-9-0 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 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=5.0psf;h=15ft;B=45ft;L=35ft;eave=5ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 5)Provide adequate drainage to prevent water ponding. 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. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 2=707,11=707. Joaquin Vela:PE No,88182 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. MiTek USA,Inc.FL Cart 6634 10) Use Simpson Strong-Tie LTHJA26(LTHJA26 on 2 ply,Right Hand Hip)or equivalent at 8-0-6 from the left end to connect truss(es) 6804 Parka East Blvd.Tampa FL 33610 to back face of bottom chord. 11) Use Simpson Strong-Tie LTHJA26(LTHJA26 on 2 ply,Left Hand Hip)or equivalent at 26-11-10 from the left end to connect Data: truss(es)to back face of bottom chord. August 8,2019 Oelltfrrjl1l* 6 flo g where hanger is in contact with lumber. A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE*111-7473 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 NI 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,DS$-89 and SCSI Building Component 6904 Parke East Blvd. Safety Infonnaflonovailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314 Tampa,FL 33610 Job Truss Truss Type Qty Ply Joe Holton 117810989 190802-02KM H01 Hip Girder 1 4� G Job Reference(optional) Coastal Truss&Vinyl Siding, Patterson,GA-31577, 8.310 s Jun 11 2019 MiTek Industries,Inc. Thu Aug 8 10:23:05 2019 Page 2 ID:oP?g2t2g8zepAavuNjztlayrsv3-EL29jQkZaKgW 7pTmKDALFjhRG3wAYt5Ej6FgYGypxSb NOTES- 13)"NAILED"indicates 3-10d Nails(0.148"x 3") toe-nails per NDS guidelines. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=-60,4-9=-60,9-12=-60,2-11=-20 Concentrated Loads(Ib) Vert:4=-156(B)9=-156(B)18=-75(B)20=-694(B)17=-75(B)6=-156(8)14=-694(B)16=-75(B)26=-156(B)27=-156(B)29=-156(B)30=-156(B)31=-156(B) 32=-156(B)34=-156(B)35=-156(B)36=-75(B)37=-75(B)38=75(8)39=75(B)40=-75(B)41=-75(B) 1 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE*15-7473 rev.1ON3r2015 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 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,seeANSUtP11 Quality Cdteda.D3B49 and SCSI Building Component 6904 Parke East Blvd. Safety Informananavailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Joe Holton T17810990 190802-02KM H02 Hip 2 1 - Job Reference(optional) Coastal Truss&Vinyl Siding, Patterson,GA-31577, 8.310 s Jun 11 2019 MiTek Industries,Inc. Thu Aug 810:23:05 2019 Page 1 ID:oP?g2t2g8zepAavuNjzllayrsv3-jYbXwmkBLdyNky2zuxhaoxDhLTI RHHBNxm_D5jypxSa 1-4.0 5-3-14 10-0-0 15-0-0 17-6-0 20-0-0 25-0-0 29-8-2 35-0-0 36-4-0 I. 1-4-0 I 5-3-14 I 4-8-2 I 5-0-0 I 2-6-0 I 2-6-0 I 5-0-0 1 4-8-2 { 5-3-14 1 1-4-0 Scale=1:61.4 4x5= 3x4= 3x8= 4x5= 5.00 12 4 6a s 5 6a ba 6a 6 IS2r 6a 7 3x4 3x4 3 8 o 25 28 a n. 2 9 :it -iic� r $ I 101,5 O _ 8 o 18 17 16 15 14 13 12 11 3x5= 1.5x4 II 3x8= 4x4= 1.5x4 II 3x8= 1.5x4 II 3x5= 3x4= 4x4= 5-3-14 10-0-0I 15-0-0 17-6-0 I 20-0-0 I 25-0-0 I 29-8-2 35-0-0 5-3-14 4-8-2 5-0-0 2-6-0 2-6-0 5-0-0 4-8-2 5-3-14 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) 1/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) -0.23 14-15 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.74 Vert(CT) -0.47 14-15 >890 180 BCLL 0.0 * Rep Stress lncr NO WB 0.49 Horz(CT) 0.16 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:182 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied,except BOT CHORD 2x4 SP No.2 2-0-0 oc purlins(3-3-9 max.):4-7. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (lb/size) 2=1480/0-3-8,9=1480/0-3-8 Max Horz 2=-113(LC 10) Max Uplift 2=-328(LC 12),9=-328(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-3111/897,3-4=-2638/802,4-5=-2408/785,5-6=-2871/896,6-7=-2408/785, 7-8=-2638/802,8-9=-3110/897 BOT CHORD 2-18=-748/2825,17-18=-748/2825,15-17=-695/2871,14-15=-697/2871,12-14=-697/2871, 11-12=-761/2825,9-11=-761/2825 WEBS 4-17=-142/714,7-12=-142/714,3-17=-498/198,8-12=-499/198,5-17=-708/198, 6-12=-707/199 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=5.0psf;h=15ft;B=45ft;L=35ft;eave=5ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-0 to 2-2-0,Interior(1)2-2-0 to 10-0-0,Exterior(2)10-0-0 to 15-0-0,Interior(1)15-0-0 to 25-0-0,Exterior(2)25-0-0 to 29-8-2,Interior(1)29-8-2 to 36-4-0 zone;cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)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. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 2=328,9=328. 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. 8)Graphical purlin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. Joaquin Voltz PE No.88182 MiTsk USA,Inc,FL Cart 6634 8904 Parks East Blvd.Tampa FL 33610 Oats; August 8,2019 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 Mil-eke connectors.This design is based only upon parameters shown,and is for an individual building component,notIII 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 Mel(' 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 Criteria,DSa-19 and BC3I Balding Compon.nt 6904 Parke East Blvd. Sa1Ny Informallonavailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Oy Ply Joe Holton 190802-02KM H03 Hip 2 1 T17810991 Job Reference(optional) Coastal Truss&Vinyl Siding, Patterson,GA-31577, 8.310 s Jun 11 2019 MiTek Industries,Inc. Thu Aug 8 10:23:07 2019 Page 1 I D:oP?g2t2g8zepAavuNj ztlayrsv3-Bk9v851 p6x4EM6d9ReCpK8mrftdpOk8XAOkmd9ypxSZ -1-4- 6-3-14 6-3-14 I 12-0-0 I 17-6-0 i 23-0-0 28-8-2 35-0-0 36-4-0 1-4-0 6-3-14 5-8-2 5-6-0 5-6-0 5-8-2 6-3-14 i 1-4-0 Scale=1:61.4 4x8= 1.5x4 II 4x8=- 4 4 ?Ai Isa 26127 1,, 5g8 6 5.00 12 CS' � 3x4 3x4 3 24 9 7 4111111111111444 6 23 30 2 8 a1 $ � ]ml sex I@1 � - 9 )d a 16 15 14 13 12 11 10 3x5= 1.5x4 I I 3x4= 3x4= 3x8= 3x4= 3x4= 1.5x4 I I 3x5= 1 6-3-14 12-0-0 17-6-0 23-0-0 j 28-8-2 + 35-0-0 6-3-14 5-8-2 5-6-0 5-6-0 5-8-2 6-3-14 Plate Offsets(X,Y)— [4:0-5-4,0-2-0],[6:0-5-4,0-2-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (10c) 1/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) -0.20 13 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -0.40 11-13 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.45 Horz(CT) 0.14 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-AS Weight:179 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied,except BOT CHORD 2x4 SP No.2 2-0-0 oc purlins(3-5-11 max.):4-6. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (lb/size) 2=1480/0-3-8,8=1480/0-3-8 Max Horz 2=132(LC 11) Max Uplift 2=-328(LC 12),8=-328(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-3066/875,3-4=-2455/757,4-5=-2456/802,5-6=-2456/802,6-7=-2455/757, 7-8=-3066/875 BOT CHORD 2-16=-721/2777,15-16=-721/2777,13-15=-504/2211,11-13=-516/2211,10-11=-732/2777, 8-10=-732/2777 WEBS 3-15=-644/240,4-15=-46/426,4-13=-126/463,5-13=-357/189,6-13=-126/463, 6-11=-46/426,7-11=-645/240 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=5.0psf;h=15ft;B=45ft;L=35ft;eave=5ft;Cat. ll;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-0 to 2-2-0,Interior(1)2-2-0 to 12-0-0,Exterior(2)12-0-0 to 16-11-6,Interior(1)16-11-6 to 23-0-0,Exterior(2)23-0-0 to 27-11-6,Interior(1)27-11-6 to 36-4-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) 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. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 2=328,8=328. 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Joaquin Veli PE No.88182 MU(USA,Inc.FL Cort 8834 8904 Parks East Blvd.Tampa FL 33810 Oats: August 8,2019 ®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 ek 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,seeANSI/1PI1 Quality Cts/da,09049 and SCSI Belding Component 6904 Parke East Blvd. Safety Informallonavailable from Truss Plate Institute,218 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Trues Type Qty Ply I Joe Holton T17810992 190802-02KM H04 Hip 2 1 Job Reference(optional) Coastal Truss&Vinyl Siding, Patterson,GA-31577, 8.310 s Jun 11 2019 MiTek Industries,Inc. Thu Aug 8 10:23:08 2019 Page 1 I D:o P?g2t2g8zepAavuNjzt layrsv3-77 H gYnn3eYKybQm YZ3 E H QZr9Agl9 UaypekDth2ypxS X -1-4-0i 7-3-14 l 14-0-0 I 17-6-0 21-0-0 I 27-8-2 i 35-0-0 136-4-0I 1-4-0 7-3-14 6-8-2 3-6-0 3-6-0 6-8-2 7-3-14 1-4-0 Scale=1:62.4 5.00 FIT 4x6= _ 3x4= 4x6— „,,,24 Ski 2tIzi 7 L 3x4 3x4 C 3x4 4 23o00 68 3x4 3 0 t4 9 N CD 22 27 1414 2 10 d 1 - -Pr if 1110 _ O 15 14 28 29 13 12 1.5x4 II 5x8= 5x8= 1.5x4 II 3x5= 3x5= 7-3-14I 14-0-0 i 21-0-0 27-8-2 i 35-0-0 7-3-14 6-8-2 7-0-0 6-8-2 7-3-14 Plate Offsets(X,V)-- [13:0-2-12,0-3-0],[14:0-2-12,0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) -0.20 13-14 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.42 13-14 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.75 Horz(CT) 0.14 10 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-AS Weight:178 lb FT=20% i LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied,except BOT CHORD 2x4 SP No.2 2-0-0 oc purlins(3-11-14 max.):5-7. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (lb/size) 2=1480/0-3-8,10=1480/0-3-8 Max Horz 2=-152(LC 10) Max Uplift 2=-328(LC 12),10=-328(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2998/842,3-5=-2279/706,5-6=-2023/706,6-7=-2023/706,7-9=-2279/706, 9-10=-2998/842 BOT CHORD 2-15=-682/2722,14-15=-682/2722,13-14=-453/2070,12-13=-694/2722,10-12=-694/2722 WEBS 3-15=0/285,3-14=-775/275,5-14=-99/538,7-13=-99/538,9-13=-775/275,9-12=0/285 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=5.Opsf;h=15ft;B=45ft;L=35ft;eave=5ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-0 to 2-2-0,Interior(1)2-2-0 to 14-0-0,Exterior(2)14-0-0 to 18-11-6,Interior(1)18-11-6 to 21-0-0,Exterior(2)21-0-0 to 25-11-6,Interior(1)25-11-6 to 36-4-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)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=10.0psf. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 2=328,10=328. 7)This truss design requires that a minimum of 7/16”structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. 8)Graphical purlin representation does not depict the size or the orientation of the purtin along the top and/or bottom chord. Joaquin Velez PE No.88182 MITak USA,Inc.FL Cart 8834 8904 Parks East Blvd.Tampa FL 33810 Oats: August 8,2019 4 1 a WARNING-Verily 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 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,seeANSVTP11 Quality Criteria,DS11-119 and SCSI Building Componsnt 6904 Parke East Blvd. Safely Informallonovoilable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Joe Holton T17810993 190802-02KM H05 Hip 2 1 Job Reference(optional) Coastal Truss&Vinyl Siding, Patterson,GA-31577, 8.310 s Jun 11 2019 MiTek Industries,Inc. Thu Aug 8 10:23:09 2019 Page 1 I D:oP?g2t2g8zepAavuNj ztl ayrsv3-bJr2m7ohPsSpDaLk7mmW ymOGy4dzD8yzsOyREVypxS W 1-4-0 8-3-14 16-0-0 19-0-0 26-8-2 35-0-0 36-4-0 11.4-0{ 8-3-14 7-8-2 3-0-0 7-8-2 8-3-14 1-4-0 Scale=1:62.4 5.00 12 4x8= 4x6= 5 6 rm m • 3x43x4 IIIIIIIIIIIIIIIIIIIIIIIIIIIIII 257 3x4 4 24 3x4 H t" 3 8 _ d n 23 4. 26 2 9 iii @ IU r: 1111 @. tOf'it o i6 15 14 13 12 11 c 3x5= 1.5x4 I I 4x4= 3x4= 3x8= 4x4= 1.5x4 I I 3x5= 8-3-14 16-0-0 19-0-0 26-8-2 35-0-0 8-3-14 7-8-2 3-0-0 7-8-2 8-3-14 Plate Offsets(X,V)-- [5:0-5-8,0-2-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL- in (loc) 1/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) -0.18 14 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -0.41 14-16 >999 180 BCLL 0.0 * Rep Stress lncr NO WB 0.32 Horz(CT) 0.14 9 n/a n/a BCDL 10.0 I Code FBC2017/TP12014 Matrix-AS Weight:176 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied,except BOT CHORD 2x4 SP No.2 2-0-0 oc purlins(4-0-15 max.):5-6. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 3-14,8-13 REACTIONS. (lb/size) 2=1480/0-3-8,9=1480/0-3-8 Max Horz 2=-172(LC 10) Max Uplift 2=-328(LC 12),9=-328(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2942/783,3-5=-2075/631,5-6=-1833/643,6-8=-2076/631,8-9=-2941/783 BOT CHORD 2-16=-619/2665, 14-16=-619/2665,13-14=-340/1831,11-13=-631/2665,9-11=-631/2665 WEBS 3-16=0/350,3-14=-930/308,5-14=-75/478,6-13=-108/479,8-13=-928/308,8-11=0/349 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=5.Opsf;h=15ft;B=45ft;L=35ft;eave=5ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-0 to 2-2-0,Interior(1)2-2-0 to 16-0-0,Exterior(2)16-0-0 to 23-11-6,Interior(1)23-11-6 to 36-4-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) 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. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 2=328,9=328. 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. 8)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Joaquin Valaz PE No.68182 MITsk USA,Inc.FL Cart 6634 6904 Parks East Blvd.Tampa FL 33610 Data: August 8,2019 � l A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev.10/03/2015 BEFORE USE. 1111. Design valid for use only with MiTekrE 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 Creedo,DSI149 and SCSI Bolding Component 6904 Parke East Blvd. Safety Infotmolio available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Joe Holton 117810994 190802-02KM H06 Hip Girder 1 1 Job Reference(optional) Coastal Truss&Vinyl Siding, Patterson,GA-31577, 8.310 s Jun 11 2019 MiTek Industries,Inc. Thu Aug 8 10:23:10 2019 Page 1 ID:oP?g2t2g8zepAavuNj ztlayrsv3-3V PQzToKAAagrkwwgUHI V_xakU5gyes652i_mxypxSV 4-0-0 7-0-0 11-0-0 12-4-0 4-0-0 3-0-0 4-0-0 1-4-0 Scale=1:20.1 NAILED 4x8= NAILED NAILED 4x4= 2 12 3 5.00 12 b75 It- 7 14 6 2x4 II NAILED 3x4= 3x4= 3x4= LTHJA26 LTHJA26 3x4= 4-0-0 7-0-0 11-0-0 4-0-0 3-0-0 4-0-0 Plate Offsets(X,V)-- [1:0-2-9,Edge],[2:0-5-4,0-2-0],[4:0-2-1,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) -0.03 6-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.40 Vert(CT) -0.06 6-7 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.08 Horz(CT) 0.02 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MS Weight:53 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-7-10 oc purlins, BOT CHORD 2x6 SP No.2 except WEBS 2x4 SP No.2 2-0-0 oc purlins(4-9-15 max.):2-3. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=723/0-3-8,4=806/0-3-8 Max Horz 1=-46(LC 23) Max Uplift 1=-149(LC 8),4=-211(LC 8) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2=-1529/331,2-3=-1383/295,3-4=-1492/301 BOT CHORD 1-7=-233/1389,6-7=-237/1421,4-6=-206/1354 WEBS 2-7=-43/366,3-6=-16/330 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=5.0psf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MW FRS(directional);cantilever left and right exposed;end vertical left and right exposed;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. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=Ib) 1=149,4=211. 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8)Use Simpson Strong-Tie LTHJA26(LTHJA26 on 1 ply,Left Hand Hip)or equivalent at 4-0-6 from the left end to connect truss(es)to front face of bottom chord. 9)Use Simpson Strong-Tie LTHJA26(LTHJA26 on 1 ply,Right Hand Hip)or equivalent at 6-11-10 from the left end to connect truss(es)to front face of bottom chord. 10) Fill all nail holes where hanger is in contact with lumber. 11)"NAILED"indicates 3-10d Nails(0.148"x 3") toe-nails per NDS guidelines. 12) 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 Joaquin Valu PE No.68182 Uniform Loads(plf) 8634 Vert:1-2=-60,2-3=-60,3-5=-60,1-4=-20 6904 a USA,East Blvd.Flv Cart Tampa Concentrated Loads(Ib) 8804 Parka East FL 33810 Vert:2=-37(F)3=-37(F)7=-228(F)6=-203(F)13=-37(F)14=-27(F) Oar August 8,2019 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 parometers 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 Gawks.DSB49 and BCD Bolding Component 6904 Parke East Blvd. Safety In fonnalbmvallable from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 i i Job Truss Truss Type Qty Ply Joe Holton 190802-02KM 1J01 Jack-Open 14 717810995 1 1 .Job Reference(optional) Coastal Truss&Vinyl Siding, Patterson,GA-31577, 8.310 s Jun 11 2019 MiTek Industries,Inc. Thu Aug 8 10:23:10 2019 Page 1 I D:oP?g2t2g8zepAavuNjztlayrsv3-3V PQzToKAAagrkwwgUHl V_xPyUOlyf8652i_mxypxSV -1-4-0 8-0-0 1-4-0 8-0-0 Scale=1:21.0 3 11 12 o co c$ - ----- 5.00 2 1 3x4= 4 8-0-0 8-0-0 Plate Offsets(X,Y)-- [2:0-0-10,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 0.92 Vert(LL) 0.16 4-7 >611 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.73 Vert(CT) -0.35 4-7 >269 180 BCLL 0.0 * Rep Stress Incr NO WB 0.00 Horz(CT) 0.01 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:27 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (lb/size) 3=216/Mechanical,2=404/0-3-8,4=95/Mechanical Max Horz 2=147(LC 12) Max Uplift 3=-99(LC 12),2=-101(LC 12) Max Gray 3=216(LC 1),2=404(LC 1),4=141(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101mph;TCDL=5.0pst;BCDL=5.0psf;h=15ft;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 7-11-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)"This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except(jt=1b) 2=101. 6)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.88182 MiTak USA,Inc,FL Cort 8834 8904 Park.East Blvd.Tampa FL 33810 Data: August 8,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 1,11-7473 rev.10/03'2015 BEFORE USE. Design valid for use only with MITekrE 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/TPI1 Quality Cotes,DSII-119 and IICSI Belding Component 6904 Parke East Blvd. Safety Irdonnalfonovailable from Truss Rate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 • Job Truss Truss Type Qty Ply Joe Holton T17810996 190802-02KM J02 Jack-Open 8 1 Job Reference(optional) Coastal Truss&Vinyl Siding, Patterson,GA-31577, 8.310 s Jun 11 2019 MiTek Industries,Inc. Thu Aug 8 10:23:11 2019 Page 1 ID:oP?g2t2g8zepAavuNjztlayrsv3-XhzoBppywTiXStV7EBo_1 BTmyuXrh6NGKiRXINypxSU -1-4-0 2-0-0 1-4-0 2-0-0 - Scale=1:8.8 8 3 5.00 N 2 9 PIA 4 2x4= 2-0-0 2-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) -0.00 7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.03 Vert(CT) -0.00 7 >999 180 BCLL 0.0 * Rep Stress lncr NO WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:9 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=37/Mechanical,2=186/0-3-8,4=16/Mechanical Max Horz 2=59(LC 12) Max Uplift 3=-11(LC 12),2=-91(LC 12) Max Gray 3=37(LC 1),2=186(LC 1),4=31(LC 3) FORCES. (lb)-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=5.0psf;h=15ft;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 1-11-14 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,2. Joaquin Vslat PE No.66132 MITA USA,Inc.FL CM 6834 6904 Patti East Blvd.Tampa FL 33810 Data: August 8,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERANCE PAGE Ma-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 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,seeANSI/TPI1 Quality Creeds,036-89 and BCSI Buldifg Component 6904 padre East Blvd. Safety Infolmallonavailable from Truss Rote Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Joe Holton T17810997 190802-02KM J03 Jack-Open 10 1 Job Reference(optional) Coastal Truss&Vinyl Siding, Patterson,GA-31577, 8.310 S Jun 11 2019 MiTek Industries,Inc. Thu Aug 8 10:23:11 2019 Page 1 ID:oP?g2t2g8zepAavuNjztlayrsv3-XhzoBppywTiXStV7EBo_1 BTm5uV_h6NGKiRXINypxSU -1.4-0 4-0-0 1-4-0 4-0-0 Scale=1:13.0 3 ' it 5.00 12 9 CV O N I. 2 B 1 ih v 1 4 2x4= 4-0-0 4-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) -0.01 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.15 Vert(CT) -0.02 4-7 >999 180 BCLL 0.0 " Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-AS Weight:15 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (lb/size) 3=97/Mechanical,2=251/0-3-8,4=47/Mechanical Max Horz 2=88(LC 12) Max Uplift 3=-42(LC 12),2=-88(LC 12) Max Gray 3=97(LC 1),2=251(LC 1),4=69(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=5.Opsf;h=15ft;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 3-11-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,2. 6)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.88182 MITA USA,Inc.FL Cott 8834 8904 Parka East Blvd.Tampa FL 33810 Oats: August 8,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.10/13/2015 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 Ilek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage.delivery,erection and bracing of trusses and truss systems,seeANSI/TPI1 Qualify Cdteda,DS1-59 and SCSI Building Component 6904 Parke East Blvd. Safety Infonnalloravailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Joe Holton T17810998 190802-02KM J04 .Jack-Open 7 1 Job Reference(optional) Coastal Truss&Vinyl Siding, Patterson,GA-31577, 8.310 s Jun 11 2019 MiTek Industries,Inc. Thu Aug 8 10:23:12 2019 Page 1 ID:oP?g2t2g8zepAavuNjztlayrsv3-?uW BO9gahngO414JovJDaPO551mYQZdPZMB5qpypxST -1-4-0 6-0-0 1-4-0 6-0-0 Scale=1:17.0 3V Ir 1,4 5.00 12 - o O 8 cG 2 1 • 4 3x4= 6-0-0 6-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) 0.06 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.39 Vert(CT) -0.11 4-7 >639 180 BCLL 0.0 * Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:21 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (lb/size) 3=156/Mechanical,2=326/0-3-8,4=72/Mechanical Max Horz 2=118(LC 12) Max Uplift 3=-70(LC 12),2=-94(LC 12) Max Gray 3=156(LC 1),2=326(LC 1),4=106(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.0psf;h=15ft;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 5-11-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 -2)This truss has been designed 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,2. 6)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2'gypsum sheetrock be applied directly to the bottom chord. Joaquin Vain PE No./11/2 Witt USA,Inc.FL Cart 8134 6904 Parks East Blvd.Tampa FL 33110 Data; August 8,2019 � 1 ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Ma-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.seeANSI/lPl1 Quality Criteria.DS549 and ICSI Building Component 6904 Parke East Blvd. Safety lnfomlafonavailoble from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria,VA 22314 Tampa,FL 33610 Job Truss Truss Type Qty Ply Joe Holton T17810999 190802-02KM J05 Jack-Open 2 1 Job Reference(optional) Coastal Truss&Vinyl Siding, Patterson,GA-31577, 8.310 s Jun 11 2019 MiTek Industries,Inc. Thu Aug 8 10:23:12 2019 Page 1 ID:oP?g2t2g8zepAavuNjztlayrsv3-?uW BO9gahngO414JovJDaPOxils5QZdPZMB5gpypxST -1-4-0 2-0-8 I 1-4-0 2-0.8 Scale=1:8.9 3 8 5.00 12 '' -e 2 =/ 4 2x4= 2-0-8 2-0-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) -0.00 7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.03 Vert(CT) -0.00 7 >999 180 BCLL 0.0 * Rep Stress lncr NO WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:9 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-8 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=37/Mechanical,2=186/0-3-8,4=16/Mechanical Max Hors 2=59(LC 12) Max Uplift 3=-11(LC 9),2=-91(LC 12) Max Gray 3=37(LC 1),2=186(LC 1),4=31(LC 3) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vul1=130mph(3-second gust)Vasd=101mph;TCDL=5.0psf;BCDL=5.0psf;h=15ft;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 1-11-12 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,2. Joaquin Valu PE No.6 182 Marek USA,Inc.FL Cott 6634 6904 Parke East Blvd.Tampa FL 33610 Oats: August 8,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev.101732015 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 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,seeAN$I/IPII Quality Cdtena,D5549 and SCSI Belding Component 6904 Parke East Blvd. Safely Inlonnallo availoble from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Joe Holton 117811000 1190802-02KM J06 Jack-Open 2 1 Job Reference(optional) Coastal Truss&Vinyl Siding, Patterson,GA-31577, 8.310 s Jun 11 2019 MiTek Industries,Inc. Thu Aug 810:23:13 2019 Page 1 I D:o P?g2t2g8zepAavuNj ztl ayrsv3-U44ZcV rCS 5yFi BfV McgS6cZ8thC59?tZnOweNGypxSS 2-0-8 2-0-8 Scale=1:8.8 2 5.00 12 HI N 1 3 rb 2x4= 2-0-8 2-0-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.05 Vert(CT) -0.00 6 >999 180 BCLL 0.0 * Rep Stress lncr NO WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MP Weight:7 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-8 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=79/0-3-8,2=49/Mechanical,3=30/Mechanical Max Horz 1=29(LC 12) Max Uplift 1=-9(LC 12),2=-21(LC 12) Max Gray 1=79(LC 1),2=49(LC 1),3=35(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=5.0psf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,2. Joaquin Velez PE No.88182 MiT.k USA,Inc.FL Cortina 8904 Park.East Blvd,Tampa FL 33810 Oat.: August 8,2019 1 A WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M0-7473 rev.10/73r2015 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 1Tek` 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,seeANS1/9Pl1 Quality Cdtsda,DS639 and SCSI holding Component 6904 Parke East Blvd. Safely Monnallonavallable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Joe Holton T17811001 190802-02KM J07 Jack-Open 1 1 Job Reference(optional) Coastal Truss&Vinyl Siding, Patterson,GA-31577, 8.310 s Jun 11 2019 MiTek Industries,Inc. Thu Aug 8 10:23:14 2019 Page 1 ID:oP?g2t2g8zepAavuNjztlayrsv3-yGexpgrgDO46JLEhvKLhfq5Gv5W DuS7i0ggCviypxSR 4-0-0 4-0-0 Scale=1:12.8 2 A 5.00 12 7 o 1 11/ d � � 3 2x4= 4-0-0 I 4-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) 0.02 3-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.18 Vert(CT) -0.03 3-6 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-AS Weight:13 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (lb/size) 1=158/0-3-8,2=104/Mechanical,3=54/Mechanical Max Horz 1=58(LC 12) Max Uplift 1=-18(LC 12),2=-48(LC 12) Max Gray 1=158(LC 1),2=104(LC 1),3=72(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=5.Opsf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 3-11-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,2. 6)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. Joaquin Vela PE No.88182 MITrk USA,Inc.FL Cart 6834 6104 Parka East Blvd.Tampa FL 33810 Oats: August 8,2019 � t A 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,seeANSI/TPI1 Quality Cdterla,D$549 and SCSI nuldWrp Component 6904 Parke East Blvd. Safety Infotmationavolloble from Truss Rate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Oty Ply Joe Holton 117811002 190802-02KM J08 Jack-Open 4 1 Job Reference(optional) Coastal Truss&Vinyl Siding, Patterson,GA-31577, 8.310 s Jun 11 2019 MiTek Industries,Inc. Thu Aug 8 10:23:14 2019 Page 1 ID:oP4g2t2g8zepAavuNjztlayrsv3-yGexpgrgD046J LEhvKLhfg5B55SmuS7iOggCviypxSR 6-0-0 6-0-0 Scale=1:16.9 2 5.00 12 8 O N 7 3 2x4= 6-0-0 6-0-0 Plate Offsets(X,Y)-- [1:0-0-2,Edge] LOADING (psf) SPACING- 2-0-0 CSI, DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) 0.07 3-6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.40 Vert(CT) -0.12 3-6 >575 180 BCLL 0.0 * Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 1 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:19 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (lb/size) 1=238/Mechanical,2=161/Mechanical,3=76/Mechanical Max Horz 1=88(LC 12) Max Uplift 1=-27(LC 12),2=-75(LC 12) Max Gray 1=238(LC 1),2=161(LC 1),3=107(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=5.0psf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 5-11-4 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s)for truss to truss connections. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,2. 6)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. Joaquin Vain PE No.68182 Mask USA,Inc.FL Cart 6834 6904 Parka East Blvd.Tampa FL 33810 Oats: August 8,2019 1 ' A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Ma-7473 rev.10/03/2015 BEFORE USE. 111 Design valid for use only with MiTekIS connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSI/IP11 Quality Crtteda,DS849 and SCSI Building Component 6904 Parke East Blvd. Safety YfotmaMonovailable from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Joe Holton T17811003 190802-02KM TO1 Roof Special Girder 1 1 Job Reference(optional) Coastal Truss&Vinyl Siding, Patterson,GA-31577, 8.310 s Jun 11 2019 MiTek Industries,Inc. Thu Aug 8 10:23:16 2019 Page 1 ID:oP?g2t2g8zepAavuNjztlayrsv3-ufmhEW t410LpZf041109kFBSfv3j LB3?T_91_bypxSP -1-4-0 4-6-5 8-0-0 12-0-0 14-0-0 16-11-2 19.0.0 1 1 24-0-0 29-0-0 31-5-11 35-0-0 6-4-0 I1-4.0 1 4-6-5 I 3-5-11 I 4-0-0 12-0-0 I 2-11-2 1 2-0-14 10 k 4-1-12 I 5-0-0 I 2-5-11 I 3-6-5 r1-4-0 Scale=1:62.4 NAILED 4x8= NAILED NAILED 4x5= NAILED NAILED 5.00 12 4 28 5 4x4= 4x8= 4x5= NAILED 1.5x4 I I 4x8= cz 621 3x4 '. L �8 7 8 29 30 9 10 31 6a 6a ISa lm MINI NZ 3x4 L. 3 C u 11 /. ..: �.. 12 .j11 - IYf 11 mu c>t [7 '� B �+ -- - c 1314 d = 23 2232 21 20 19 18 17 33 16 15 14 2x4 I I 6x6= 7x8= 5x5= 5x8= 3x4= 2x4 II 3x6= NAILED 4x6= 4x6= NAILED 3x4= MTHMQ MTHMQ 3x5= NAILED NAILED 4-6-5 8-0-0 12-0-0 14-0-0 16-11-2 19-10-4 24-0-0 29-0-0 31-5-11 35-0-0 I 4-6-5 1 3-5-11 1 4-0-0 i 2-0-0 1 2-11-2 1 2-11-2 1 4-1-12 I 5-0-0 I 2-5-11 I 3-6-5 I Plate Offsets(X,Y)-- [2:0-3-0,0-1-11],[4:0-5-4,0-2-0],[10:0-5-4,0-2-0],[12:0-2-9,Edge],[22:0-3-0,0-3-12] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) -0.10 22 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -0.20 22 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.74 Horz(CT) 0.04 17 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 I Matrix-MS Weight:210 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-12 oc purlins, BOT CHORD 2x6 SP No.2 except WEBS 2x4 SP No.2 2-0-0 oc purlins(2-10-13 max.):4-5,6-10. BOT CHORD Rigid ceiling directly applied or 4-6-15 oc bracing. REACTIONS. (lb/size) 2=1531/0-3-8,12=343/0-3-8,17=3515/0-4-2 Max Horz 2=-93(LC 23) Max Uplift 2=-355(LC 8),12=-247(LC 25),17=-689(LC 8) Max Gray 2=1531(LC 1),12=501(LC 14),17=3515(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-3348/678,3-4=-3009/645,4-5=-2415/555,5-6=-2592/581,6-7=-1750/406, 7-8=-422/2385,8-9=-167/835,9-10=-167/835,10-11=-535/389,11-12=-763/393 BOT CHORD 2-23=-549/3064,22-23=-549/3064,21-22=-471/2785,20-21=-310/1851,16-17=-2385/541, 15-16=-258/469,14-15=-294/679,12-14=-294/679 WEBS 3-22=-425/139,4-22=-96/1000,4-21=-513/86,5-21=-22/540,6-21=-161/846, 6-20=-1707/377,9-16=-455/206,10-16=-898/162,10-15=0/257,11-15=-276/63, 8-17=-1365/358,7-20=-487/2568,7-17=-2890/606,8-16=-370/1908 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101mph;TCDL=5.Opsf;BCDL=5.Opsf;h=15ft;B=45ft;L=35ft;eave=5ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 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. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b) 2=355,12=247,17=689. 7)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8)Use Simpson Strong-Tie MTHMQ(2X6 LC 2-PLY)or equivalent spaced at 3-11-4 oc max.starting at 8-0-6 from the left end to 11-11-10 to connect truss(es)to front face of bottom chord. 9)Fill all nail holes where hanger is in contact with lumber. 10)"NAILED"indicates 3-10d Nails(0.148"x 3") toe-nails per NDS guidelines. 11) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). Joaquin Vain PE No.68182 LOAD CASE(S) Standard Mask USA,Inc,FL Cart 8834 1) Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 8804 Parka East Blvd,Tampa FL 33610 Data: August 8,2019 Continued on oaae 2 A WARNING-Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Ma-7473 rev.10/03/1015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mire , is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeANSVTPI1 Quality Cabello,DSS-89 and BCSI Bolding Compon.nt 6904 Parke East Blvd. Safety Informaflonovailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314, Tampa,FL 33610 Job Truss Truss Type Qty Ply Joe Holton T17811003 190802-02KM TO1 Roof Special Girder 1 1 Job Reference(optional) Coastal Truss&Vinyl Siding, Patterson,GA-31577, 8.310 s Jun 11 2019 Mitek Industries,Inc. Thu Aug 8 10:23:16 2019 Page 2 ID:oP?g2t2g8zepAavuNjztlayrsv3-ufmhEWt410LpZf0411O9kFBSfv3jLB3?T_91_bypxSP LOAD CASE(S) Standard Uniform Loads(plf) Vert:1-4=-60,4-5=-60,5-6=-60,6-10=-60,10-13=-60,2-12=-20 Concentrated Loads(Ib) Vert:4=-156(F)5=-156(F)22=-694(F)21=-720(F)9=-101(F)16=-56(F)8=-101(F)17=-56(F)28=-156(F)30=-101(F)32=-75(F)33=-56(F) 1 i A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE M&7473 rev.10/09/2015 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 ,I building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 0R 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,seeANSVfPII Quality Criteria,D3!-e9 and SCSI Bolding Component 6904 Parke East Blvd. Safety Infonnalbrgvailable from Truss Plate Institute.218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Joe Holton T17811004 190802-02KM T02 Roof Special 1 1 Job Reference(optional) Coastal Truss&Vinyl Siding, Patterson,GA-31577, 8.310 s Jun 11 2019 Mitek Industries,Inc. Thu Aug 8 10:23:17 2019 Page 1 ID:oP?g2t2g8zepAavuNjztlayrsv3-MrK4Rsuj W JTgAoyGbSvPHSjdaJRY4i E8ieusW 1 ypxSO 1-4-01 5-3-14 I 10-0-0 j 12-0-0 I 19-6-0 191197.4 27-0-0 , 35-0-0 136-4-0I 1-4.0 5-3-14 4-8-2 2-0-0 7-6-0 0-4-4 7-1-12 8-0-0 1-4-0 Scale=1:62.4 4x4= 5.00 112 4 5x12= 1.5x4 7x10 MT2OHS= 5 6 1,5x4 \\ 23 Z� az $ I 3 25 26 M 27 22 \ 28 2 8 ;I1 :: et Ill 9 Ia d d 15 14 13 12 11 10 - 3x4= 3x4= 3x4= 354 3x8 1.5x4 II 3x4= 3x4= 6-3-14 12-0-0 19-10-4 27-0-0 35-0-0 6-3-14 I 5-8-2 I 7-10-4 i 7-1-12 8-0-0 Plate Offsets(X,Y)— [7:0-7-0,0-2-4] LOADING (psf) SPACING- 2-0-0 CSI- DEFL. in (Ioc) 1/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) -0.10 10-21 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.59 Vert(CT) -0.24 10-21 >746 180 MT2OHS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.49 Horz(CT) 0.03 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:166 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied,except BOT CHORD 2x4 SP No.2 2-0-0 oc purlins(10-0-0 max.):5-7. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 7-11,5-11 REACTIONS. (lb/size) 2=756/0-3-8,11=1673/0-3-8,8=531/0-3-8 Max Horz 2=-112(LC 10) Max Uplift 2=-192(LC 12),11=-316(LC 12),8=-149(LC 12) Max Gray 2=756(LC 1),11=1673(LC 1),8=558(LC 22) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1261/361,3-4=-1149/370,4-5=-862/330,5-6=-82/581,6-7=-82/581,7-8=-556/159 BOT CHORD 2-15=-246/1136,13-15=-71/651,11-13=-93/752,10-11=-44/467,8-10=-46/459 WEBS 3-15=-309/182,4-15=-147/539,4-13=-95/318,7-10=0/320,6-11=-491/257, 7-11=-1088/318,5-11=-1451/383 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=5.0psf;h=15ft;B=45ft;L=35ft;eave=5ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-0 to 2-2-0,Interior(1)2-2-0 to 10-0-0,Exterior(2)10-0-0 to 12-0-0,Interior(1)12-0-0 to 27-0-0,Exterior(2)27-0-0 to 30-6-0,Interior(1)30-6-0 to 36-4-0 zone;cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)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. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 2=192,11=316,8=149. 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Joaquin Val.PE No.88182 Mitek USA,Inc.FL Cart 8834 8904 Parke East Blvd.Tampa FL 33810 Oats: August 8,2019 a WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE ABI-7473 rev.10g3/2015 BEFORE USE. Design valid for use only with MiTekrE connectors.This design is based only upon parameters shown,and is for an individual building component,nottill 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 Cdt•rla,DSB-119 and SCSI Bolding Component 6904 Parke East Blvd. Safety Infonnafbnavailable from Truss Plate Institute,218 N.Lee Street.Suite 312,Alexandria,VA 22314 Tampa,FL 33610 Job Truss Truss Type Qty Ply Joe Holton T17811005 190802-02KM T03 Common 1 1 Job Reference(optional) Coastal Truss&Vinyl Siding, Patterson,GA-31577, 8.310 s Jun 11 2019 MiTek Industries,Inc. Thu Aug 8 10:23:17 2019 Page 1 ID:oP?g2t2g8zepAavuNjztlayrsv3-MrK4RsujWJTgAoyGbSvPHSjIGJV44p?8ieusW 1 ypxSO 5-6-0 11-0-0 12-4-0 5-6-0 5-6-0 1-4-0 Scale=1:20.3 4x4= 2 5.00 12 13 14 12 15 1 _ 3 NOr0 5 e 1.5x4 II 3x4= 3x4= 5-6-0 11-0-0 5-6-0 i 5-6-0 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) -0.03 5-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.36 Vert(CT) -0.06 5-8 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.06 Horz(CT) 0.01 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-AS Weight:40 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.2 REACTIONS. (lb/size) 1=435/0-3-8,3=525/0-3-8 Max Horz 1=-59(LC 10) Max Uplift 1=-80(LC 12),3=-148(LC 12) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-688/271,2-3=-701/258 BOT CHORD 1-5=-158/602,3-5=-158/602 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=5.0psf;h=15ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 5-6-0,Exterior(2)5-6-0 to 8-6-0,Interior(1)8-6-0 to 12-4-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)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. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1 except(jt=lb) 3=148. 6)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. Joaquin Voltz PE No.88182 MITak USA,Inc.FL Cart 8834 8904 Parka East Blvd.Tampa FL 33810 Oats: August 8,2019 a WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERANCE PAGE Ma-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 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,seeANSVlPI1 Qualify Creeds.DSS-69 and ICSI Bolding Component 6904 Parke East Blvd. Safety Infolmatbnavailable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Joe Holton T17811006 190802-02KM T04 Common 1 1 Job Reference(optional) Coastal Truss&Vinyl Siding, Patterson,GA-31577, 8.310 s Jun 11 2019 MiTek Industries,Inc. Thu Aug 8 10:23:18 2019 Page 1 I D:oP?g2t2g8zepAavuNjztlayrsv3-g2uSfCvLHdbXoyXT89QepgGzEi ugpGkIxleP2TypxSN -1-4-0 2-7-12 5-3-8 6-7-8 1-4-0 2-7-12 2-7-12 1-4-0 Scale=1:15.0 4x4= 5.00 12 15 14 4 2 16 13 5 e } 1 6 � 1.5x4 II 2x4= 2x4= 2-7-12 5-3-8 2-7-12 2-7-12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) -0.00 9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.09 Vert(CT) -0.00 6 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.02 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:22 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.2 REACTIONS. (lb/size) 2=292/0-3-8,4=292/0-3-8 Max Horz 2=-35(LC 10) Max Uplift 2=-100(LC 12),4=-100(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-252/115,3-4=-252/115 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=5.0psf;h=15ft;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 2-7-12,Exterior(2)2-7-12 to 5-7-12,Interior(1)5-7-12 to 6-7-8 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)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. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,4. 6)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.88182 Mitek USA,Inc.FL Cert 8834 8904 Parke East Blvd.Tampa FL 33810 Data: August 8,2019 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI1-7473 rev.10/03/1015 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 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,seeANSI/IPI1 Quality CiIteda,DS6-19 and SCSI Bolding Component 6904 Parke East Blvd. Safety Ir dormalbnovoilable from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply Joe Holton T17811007 190802-02KM 105 COMMON 12 1 Job Reference(optional) Coastal Truss&Vinyl Siding, Patterson,GA-31577, 8.310 s Jun 11 2019 MiTek Industries,Inc. Thu Aug 8 10:23:19 2019 Page 1 ID:oP?g2t2g8zepAavuNjztl ayrsv3-I ESgsYvz2xjOQ66fitxtMtp21607YZ1 RAyNzavypxSM -1-4-0 6-3-3 11-10-10 17-6-0 23-1-6 128-8-13 35-0-0 36-4.0 1-4-0 I 6-3-3 5-7-6 I 5.7-6 5-7-6 5-7-6 i 6-3-3 1 1-4-0 i Scale=1:60.4 4x4= 5.00 12 6 ° oop 3x4 24 25 3x4 5 7 3x4 3x4 1.5x4i peolopp. 1.5x4/i 23 26 210 .41 ,00.111111.— X m -- ® 11I4r d 16 15 14 13 12 - 3 3x4= 3x5= 3x8= 3x5= 3x4= 3x5= 3x5= 9-0-14i 17-6-0 i 25-11-2 I 35-0-0 9-0-14 8-5-2 8-5-2 9-0-14 Plate Offsets(X,Y)— [2:0-1-14,0-0-8],[10:0-1-14,0-0-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) l/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) -0.18 14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.39 12-14 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.64 Horz(CT) 0.12 10 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-AS Weight:172 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.2 REACTIONS. (lb/size) 2=1367/0-3-8,10=1367/0-3-8 Max Horz 2=-187(LC 10) Max Uplift 2=-358(LC 12),10=-358(LC 12) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-2788/792,3-5=-2533/724,5-6=-1761/595,6-7=-1761/595,7-9=-2533/724, 9-10=-2788/792 BOT CHORD 2-16=-633/2543,14-16=-458/2050,12-14=-478/2050,10-12=-649/2543 WEBS 6-14=-257/1016,7-14=-653/270,7-12=-53/510,9-12=-350/199,5-14=-653/270, 5-16=-53/510,3-16=-350/199 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=l30mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=5.0psf;h=15ft;B=45ft;L=35ft;eave=5ft;Cat. II;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-4-0 to 2-2-0,Interior(1)2-2-0 to 17-6-0,Exterior(2)17-6-0 to 21-0-0,Interior(1)21-0-0 to 36-4-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)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 fora live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 2=358,10=358. 6)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. Joaquin Vain PE No./11/2 MITak USA,Inc.FL Cart 1134 1904 Parks East Blvd.Tampa FL 33110 Oats: August 8,2019 � r 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,notIII 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/IP11 Quality Creed%DS5-9 and SCSI Molding Component 6904 Parke East Blvd. Safety InteMlatIonavailable from Truss Plate Institute.218 N.Lee Sheet.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 1 I 3 " Center plate on joint unless x,y 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property /4 (Drawings not to scale) offsets are indicated. Damage or Personal Injury rMlirDimensions are in ft-in-sixteenths. irloi, 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 O_1/l d, 2. Truss bracing must be designed by an engineer.For WEBS 4 wide truss spacing,individual lateral braces themselves may require bracing,or alternative Tor I Mr . c p bracing should be considered. c r_iiir U O 3. Never exceed the design loading shown and never = stack materials on inadequately braced trusses. a0 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate c6-' cea designer,erection supervisor,property owner and plates 0 'hb"from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 / 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each - This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. Plate location details available in MiTek 20/20 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for ICC ES Reports: use with fire retardant,preservative treated,or green lumber. The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311, ESR-1352, ESR1988 responsibility of truss fabricator.General practice is to to slots.Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that cif 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 ft.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 MiTeke All Rights Reserved approval of an engineer. k1=0 reaction section indicates joint _ number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. NMI�� R 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with Industry Standards: project 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. BCSI: BuildingComponent SafetyInformation, 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, I'dl fie lc. ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev, 10/03/2015 e -!;\ CITY OF ATLANTIC BEACH n s-) 800 SEMINOLE ROAD j ATLANTIC BEACH, FL 32233 (904) 247-5800 ".L D11l9� January 23, 2020 FLOODPLAIN MANAGEMENT PLAN NOTES 620 and 630 Begonia Street 1. This site is in an AE-6 Flood Zone. 2. Minimum FFE = 8.5 ft. (NAVD) 3. Stormwater drainage and retention are per SJRWMD Permit. 4. An "Under Construction" FEMA Elevation Certificate is required after slab is poured. 5. A final FEMA Elevation Certificate is required before C.O. is issued. 6. Hydrostatic vents are required for all enclosed spaces below 8.5 ft. (NAVD), per FEMA Technical Bulletin 1. 7. All mechanical and electrical equipment must be above 8.5 ft. (NAVD) OA•� Fc oo OFFICE COPY J • \s CITY OF ATLANTIC BEACH S1 '� '� ' �)1-4 800 SEMINOLE ROAD --6110 �� ATLANTIC BEACH,FL 32233 (904)247-5800 Application#�4.S � 2-17 Page 1 of 4 FLOODPLAIN DEVELOPMENT PERMIT APPLICATION This form is to be filled out in duplicate. SECTION]: General Provisions(APPLICANT to read and sign): I. No work of any kind may start until a permit is issued. 2. The permit may be revoked if any false statements are made herein. 3. If revoked, all work must cease until permit is re-issued. 4. Development shall not be used or occupied until a Certificate of Compliance is issued. 5. The permit will expire if no work is commenced within six months of issuance. 6. Applicant is hereby informed that other permits may he required to fulfill local, state, and federal regulatory requirements. 7. Applicant hereby gives consent to the Local Administrator or his/her representative to make reasonable inspections required to verify compliance. 8. THE APPLICANT, CERTIFY THAT ALL STATEMENTS HEREIN AND IN ATTACHMENTS TO THIS APPLICATION ARE, TO THE BEST OF MY KNOWLEDGE, TRUE, AND ACCURATE. (APPLICANT'S SIGNATURE).'��1�� 44 . DATE l d/2 3 /t�f SECTION 2: Proposed Development(To be completed by PPLICANT) • NAME ADDRESS TELEPHONE APPLICA�jj``I�T 1#4) y1.vietrL C (o(a$S govie aJ JFK <i 5iiict 5'04 $9'l- 4)020 BUILDERCo ? qb� n�Ityo��a'rN FL o a%oh ra•-sya.,csi�•— IoQS �►�.:r a3ntc AZ32i 1 I 8 7/- o$o E/',�;N ER � 6 d OA"o PC -77b ilehkem r- De O/ew,,o-t-AA-slc it. 90 tf 775.-1302 PROJECT LOCATION: To avoid delay in processing the application, please provide enough information to easily identify the project location. Provide the street address, lot number or legal description (attach) and, outside urban areas, the distance to the nearest intersecting road or well-known landmark. A sketch attached to this application showing the project location would be helpful. / 3c 8f-ito.•`A �r 1 DESCRIPTION OF WORK(Check all applicable boxes): Application#1Zc-5 t 9 —o 2.15 Page 2 of 4 A. STRUCTURAL DEVELOPMENT ACTIVITY STRUCTURE TYPE 4ew Structure liMesidential (1-4 Family) ❑Addition ❑Residential (More than 4 Family) ❑ Alteration U Non-residential(Floodprooting?U Yes) U Relocation Li Combined Use(Residential&Commercial) U Demolition U Manufactured(Mobile) Home(In Manufactured • ❑ Replacement Home Park? U Yes) ESTIMATED COST OF PROJECT$ ra 5--b-f- • B. OTHER DEVELOPMENT ACTIVITIES tiearing fill U Mining t) Drilling lading ❑ Excavation(Except for Structural Development Checked Above) ❑Watercourse Alteration(Including Dredging and Channel Modifications) - ari5ainage Improvements (Including Culvert Work) U Road, Street or Bridge Construction ❑Subdivision(New or Expansion) ❑Individual Water or Sewer System ;7 ❑Other(Please specify) 51 lZ'-1►.1Q t. -*AtT After completing SECTION 2, APPLICANT should submit form to the Local Admini*ator for review. SECTION 3: Floodplain Determination(To he completed by the Administrator)) The proposed development is located on FIRM Panel Mike 4 Dated t t o 2- % p_D, The Proposed Development: S U Is NOT located in a Special Flood Hazard Area (Notify the applicant that the applicath review is complete and NO FLOODPLAIN DEVELOPMENT PERMIT IS REQUIRED). U Is partially located in the SFI-IA, but building/development is not. LieIs located in a Special Flood Hazard Area FIRM zone designation is . ,4 A./7 "100-Year" flood elevation at the site is: 6 ft. PIG V D(MSL) tl Unavailable U Is located in the floodway. FBFM Panel No. Dated (if different from the FIRM panel and date) ❑ S ect o4 for additional instructions. SIGNED -�A l DATE C I 2-t\2d 2v • 2 .14 Application 1/'K - S t9-O 2.15- Page 3 of 4 SECTION 4: Additional Information Required(To be completed by Local Administrator) The applicant must submit the documents checked below before the application can be processed: I9'A site plan showing the location of all existing structures, water bodies, adjacent roads, lot dimensions, and proposed development. IS/Development plans, drawn to scale, and specifications, including where applicable: details for anchoring structures, proposed elevation of lowest floor (including basement), types of water-resistant materials used below the first floor, details of floodproofing of utilities located below the first floor, and details of enclosures below the first floor. Also, ❑ Subdivision or other development plans. (If the subdivision or other development exceeds 50 lots or 5 acres, whichever is the lesser, the applicant must provide "100-year" flood elevations if they are not otherwise available). Plans showing the extent of watercourse relocation and/or landform alterations. ❑ Change in water elevation (in feet) U Meets ordinance limits on elevation increases ..�� `� ❑ YES 0NO t�t'op of new compacted fill elevation 6 . k ft.-NGli-B-(MSL). N AVQ ❑ Floodproofing protection level(non-residential only) ft. NGVD (MSL). For floodproofed structures, applicant must attach certification from registered engineer or architect. ❑ Certification from a registered engineer that the proposed activity in a regulatory floodway will not result in any increase in the height of the "100-year" flood. A copy of all data and hydraulic/hydrologic calculations supporting this finding must also be submitted. � f (U Other: Q FE r E (‘ .0 ') {' 2 - 5 SECTION 5: PERMIT DETERMINATION(To be completed by LOCAL ADMINISTRATOR) I have determined that the proposed activity: A. ❑ Is B. ❑ Is not in conformance with provisions of Local Law// _, 19 . The permit is issued subject to the conditions attached to and made part of this permit. SIGNED DATE If Box A is checked, the Local Administrator may issue a Development Permit upon payment of designated fee. If Box B is checked, the Local Administrator will provide a written summary of deficiencies. Applicant may revise and resubmit an application to the Local Administrator or may request a hearing from Board of Appeals. Application# 3 • Page 4 of 4 E.- 5 tq- oZ1C APPEALS: Appealed to Board of Appeals? U Yes U No Hearing date: Appeals Board Decision-Approved? U Yes U No Reasons/Conditions: SECTION 6: AS-BUILT ELEVATIONS (To he submitted by APPLICANT before Certification of Compliance is issued) The following information must he provided for structures that are part of this application. This section must be completed by a registered professional engineer or a licensed land surveyor(or attach a certification to this application). Complete 1 and 2 below. I. Actual (As-Built) Elevation of the top of the lowest floor, including basement (in Coastal High Hazard Areas, bottom of lowest horizontal structural member of the lowest floor, excluding piling(s) and columns) is: ft.-NGVfr(MSL). 2. Actual (As-Built)Elevation of floodproofing protection is ft. NGVD(MSI,). rs As(r) SECTION 7: COMPLIANCE ACTION(To be completed by LOCAL ADMINISTRATOR) The LOCAL ADMINISTRATOR will complete this section as applicable based on inspection of the project to ensure compliance with the community's local law for flood damage prevention. INSPECTIONS DATE: BY DEFICIENCIES? U Yes U No DATE BY DEFICIENCIES? U Yes U No DATE BY DEFICIENCIES? U Yes U No SECTION 8: CERTIFICATE OF COMPLIANCE(To he completed by LOCAL ADMINISTRATOR) Certificate of Compliance issued: DATE BY 4 ASAP SHOWING AS -BUILT SURV8Y OF: L; � LOTS 1, 2, 3, 4, 5 AND 6, BLOCK 138, SECTION "H" ATLANTIC BEACH, ACCORDING TO PLAT 'i� THEREOF RECORDED IN PLAT BOOK 18, PAGE 34; OF THE CURRENT PLBLIC RECORDS OF DUVAL COUNTY, [ ( /✓A., REVISED 11/20/2019 TO SHOW IMPROVED I'LL AND GRADES. FLORIDA, i 8 o i Gc w i GRASS OU i, C% I W i O 1/ 1 ion o 11 i I i /)Al .. Yip' I l DRAINAGE FLOW CONDITIONS 0 XX.XX EXIST. GRADE ELEVATIONS XKXX EXIST, GRADE ELEVATIONS XX.XX FINAL. DESIGN GRADE ELEVATIONS GENERAL NOTES.- 1. OTES.1. NO UNDERGROUND UTILITIES OR STRUCTURES LOCATED, 2. NO UTILITIES LOCATED:EXCEPT AS MAY BE SHOWN HEREON, 3. NO ATTEMPT WAS MAD; TO LOCATE JURISDICTIONAL WETLAND LI S NOR TO NOTIFY THE PROPER AGENCIES. A, ABSTRACT OF TITLE WAS NOT FURNISHED TO THE UNDERSIGNED. 5, VERTICAL DATUM BASED ON THE N.A.V.D OF 1988. LIMITED USE AND DISCLAIMER BY THE USE OF THIS SURVEY, YOU AGREE TO BE BOUND BY THE TERMS WRITTEN ON 11 SURVEY, 1. THIS SURVEY IS INTENDED FOR SOLE USE OF THE PARTIES CERTIFIED HEREON. 2, NO PARTY SHALL ASSIGN THIS SURVEY DRAWING OR ANY INTEREST OR OBLIGATION HEREON WITHOUT THE PRIOR WRITTEN CONSENT OF THE UNDERSIGNED. 3. ANY REPRODUCTION 'OF THIS SURVEY IS PROHIBITED. PARCEL ID NUMBER: 170921-0000 ORV 7557 PG 1578 DAGLEY JUNKYARD DAGLEY DONALD JAY 550 CAMELIA ST ATLANTIC BEACH, FL 32233-2520 Or-),rk_�� 6:20, I- L Z` S1'00'59"E 50.0' ACTUAL — S1'00'59"E 50.0' ACTUAL St'00'59"E 50.0' ACTUAL S1'00'59'E 50.0' ACTUAL St'00'59"E 50.0' ACTUAL REVISED 12/30/2019 TO S�9OW INVERT ON INSTALLED OUTFALL. BANKS & BANKS CONSULTING, INC. 83 WEST 9TH STREET ATLANTIC BEACH, FL (904)-6$S-2806 FAX J"4)-696-2346 A GEOSPATIAI. COMPANY RANKSANDBANKSCONSULTTNC.COM NOTES THIS IS A BOUNDARY SURVEY, FLOOD ZONE "AE" AS BEST ASCERTAINED FROM FLOOD PANEL NO 12031CO408J DATED 11.2.2016 BEARING DATUM BASED ON .THE WLY R/W LINE OF BEGONIA ST, BEING NO'56'17'W, THERE MAY BE ADDITIONAL RESTRICTIONS THAT APPLY BUT. ARE NOT SHOWN ON THIS SURVEY BUT MAY BE FOUND IN THE PUBLIC RECORDS OR FACILITIES OF THIS COUNTY. THIS SURVEY DOES NOT DETERMINE OWNERSHIP LICENSE BUSINESS NUMBER 7820 - I HEREBY CER77PY TO, HOLSTAR,LLC THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE AS SET FORTH BY THE FLORIDA BOARD OF SURVEYORS AND MAPPERS UNDER THE DEPT. OF AGRICULTURE AND CONSUMER SERVICES, PURSUANT TO SECTION 472.027 FLORIDA STATUTES AND CHAPTER 5.1-17.060 FLORIDA ADMINISTRATIVE CODE DARYL S BANKS CERTIFICATE # 6063 DATE AUOUSTS,2018 SCALE ( INCH =30 FEET JOB NO 17105 THIS. SURVEY WAS ELECTRONICALLY CERTIFIED SYDARYL S. BANKS, PSM 6063, AS TIMESTAMPED ON BORDER. 12/30/20,19 5:1020 PM, ARCH C (24.00 x 18.00 Inches) 35-00-00 2-00-00 19-04-04 5-03-08 35-00-00 10-04-04 2-00-00 6,3 rn H05 �� w.......... ... . .w.... , ...n, ..,w,•....... .. N 00 N o o o, I 0 0 o e� o 0 C? N w CD o �M . �4mm, ,.. ,...w..,.,.,.. P.... >q......, -. ,.gym. y w. � ..�,..w.u...-..». , ..,........,..,,...,... . w..�.........»M..�o-04 ,a,,,.,,w ....... .,,K......... ........... w:.. I O 2-00-00 19-04-04 5-03-08 35-00-00 10-04-04 2-00-00 6,3 rn rn N 00 N v CY) LL C)7 0700 O p 00 C) II N N II N � C J U N M LL M LL 0 J ILL N `n (0 O N ce) 00 I I O > II cn 2 c: CU O C/) O Q- 7 /L) M L.1_ N 04 N ti (0 -� N N E U) Z Q- > sz � 0 Q U) o o LL o elf Customer - --- Walk -In Job Number: 190802-02KM Loads: TC Live 20 BC Live 0 TC Dead 10 BC Dead 10 Duration Increase: 1.25 Total Load: 40 psf OFFICE COPY IF DECK HEIGHT IS 30" OR GREATER A GUARDRAIL LS WOWDECKAND REQUIRED STEPS TO GRADE-,. ,_. -_ AIC I I WOODDECK TEMP OPTIONAL �I MASTER BATH 6 BEDRSO" 2"X11,tj MASTERBEDROOM - - 1TBEDR" S'CLG .1 7 CLO. - - - 14'3'X173' 17$ T4' R&S _-.. MASTER CLOSET 54 XS3" ` 7CLG ! R&S BEDROOM 92. 2666 LAUNDRY IV-ni73" HALLWAY S•2'XS.r 00 7CLG ps '\ OPTIONA12868 22"X54" \`-DOOR Q � N R WITH MAT ATTIC ACCESS W STOOP GARAGE OF THE SURVEY SHALL BE ON THE SITE FOR THE BUILDING 17+4'X20'4' 11'd' CLG. OFFICE COPY 5ff OPRONALTUB INMASTERBATH a � Ras- R&S Z so'.--- O T4' T4" 9'CLG. BEDROOMA3 ,t ai 10'-0"X10'-0' 23 T CLG, Td" 2' 10'4" 3066 FLOOR PLAN SCALE:1/4'=1'-0" C:\USenWgk\OneOrne\1ouwings\NaM fktWa Const.,etmnU66896Z086306egaNa TKeetU019:0.11146g1i30 geganb5lrce,,Ew8 i0(11/NIZ�1:Z5:09 PM STEPS TO GRADE; 4 O MORE RISERS WILL REQUIRE A HANDRAIL INNING ING _ 14'SI(12`r VCLG. BAR TOP COUNTER HEK II o KITCHEN f 173"X15'•10 ! 117CLG..y.<. '•7"T4'-7- T4" 4" 7d" 2066 . ^+ �— PANTRY OHC R83 B: -, yR{ ; w� SELF-CLOSING IO Up \-� MINUTE RATED WOR DATE /2 OPTIONAL SIT�` STEPS SIGNED CONCRETE Ir..' - -- �'..,J TO HOUSE ps '\ OPTIONA12868 22"X54" \`-DOOR Q � N R WITH MAT ATTIC ACCESS STOOP GARAGE OF THE SURVEY SHALL BE ON THE SITE FOR THE BUILDING 17+4'X20'4' 11'd' CLG. FLOOR PLAN SCALE:1/4'=1'-0" C:\USenWgk\OneOrne\1ouwings\NaM fktWa Const.,etmnU66896Z086306egaNa TKeetU019:0.11146g1i30 geganb5lrce,,Ew8 i0(11/NIZ�1:Z5:09 PM STEPS TO GRADE; 4 O MORE RISERS WILL REQUIRE A HANDRAIL INNING ING _ 14'SI(12`r VCLG. BAR TOP COUNTER HEK II o KITCHEN f 173"X15'•10 ! 117CLG..y.<. '•7"T4'-7- T4" 4" 7d" 2066 . ^+ �— PANTRY OHC R83 B: 4' ` (A 8 BP#6--S/9-o27S DATE /2 z z SIGNED ps Q � N R O OF THE SURVEY SHALL BE ON THE SITE FOR THE BUILDING a, OFFICE COPY s OPRONALTUB INMASTERBATH 4' ` (A 8 NOTE: 2 m a Q � N R OF THE SURVEY SHALL BE ON THE SITE FOR THE BUILDING s OPRONALTUB INMASTERBATH a � SCALE: ti4" =1'4W Z O F 3050 7CLG Z ON m O N ce -jo BUILDING AREAS _.4' 4L N M IST FLOOR HEATED AREA 1,677 SF - '¢ 03o m•y GARAGE 407 SF FRONT ENTRY 27 SF ce Ln= a' TOTAL UNDER ROOF 2,111 SF 3050 SH 3050 SH `0 DECK 32 SF z n CONDITIONED SPACE a 15,003 CF NOTES: z A1.2 FOUNDATMAND ROOF PLANS A1.3 ELECTRIC PLAN - F, ��...__._.NOY7 1. IF SHOWER HAS GLASS ENCLOSURE, SAFETY A2A ELEVATIONS GLAZING REQUIRED PER FBC R"306,4.5. BtrM.DER DETAIL SHEET 2. PROVIDE TEMPERED GLASS AS REQUIRED, G PERA3.1 3, CONTRACTOR MUST VERIFY ALL DIMENSIONS. \ITYP.I�_6COLUMN 4' ` 3'4" ,� 1'3" _ NOTE: A FOUNDATION SURVEY SHALL BE PERFORMED AND ACOPY OF THE SURVEY SHALL BE ON THE SITE FOR THE BUILDING BEDROOM1141 OFFICE INSPECTORS USE PRIOR TO FRAMING INSPECTION, 3050 7CLG DRAWING INDEX _.4' 513" S4" - SHEETRUMBER SHEET NAME NTENILGRY 3050 SH 3050 SH A1•1 FLOOR PLAN z 11' A1.2 FOUNDATMAND ROOF PLANS A1.3 ELECTRIC PLAN - F, ��...__._.NOY7 019 A2A ELEVATIONS BtrM.DER DETAIL SHEET G PERA3.1 \ITYP.I�_6COLUMN T3 8 WRAP ITYP.) CODE INFORMATION " .7 Date 10-11-19 5' 10'-6" •- i ,t : BUILDING CODE: 2017 FLORIDA BUILDING CODE RESIDENTIAL 8TH ADDNTION '!2017 FLORIDA BUILDING CODE PLUMBING Swie AS SHOWN • - 2017 FLORIDA BUILDING CODE MECHANICAL 2014 NEC Job 1668-L CURRENT JAX BEACH LAND DEVELOPMENT CODE CONSTRUCTION TYPE: 58 sneer A1.1 - OCCUPANCY CLASS: R3 ml mr, i. 8" STEM WALL RYP.1 ;CONDENSOR AT' �;.._ ION WHEN HOUSE IS 8' FROM $WE YARD SEE BUILDER FOR C - - -jT a 7 Ell iI WOOD DE STEPS TO FOUNDATION PLUMBING PLAN SEE STRUCTURAL PLANS FOR NOTES AND DETAILS, SCALE 114'=1.0° - CONTRACTOR MUST VERIFY ALL DIMENSIONS. c\u:.:Wek�amo�\s�+�¢sV1mxi erorm m"n�.n�Ussa-aszoaszo e.sa�s�«�vozs.zo-zi zssaiazoe�wsr2.�.awe zonuzozs i:zswv va. -.-. ALL VENTED SOFFITS TO BEAT ROOF PLAN SCALE: 1,14' 1V-0" A B REVISEDI � O 28" z UP I I PTIONAL XXX O � OFFICE COP I ' I DNCRETESLAB 1,014 X 50%=507 $Q. IN. NET FREE H 1 Z p N STEPS UP 1 PTIOWL31AT VENTILATED AT71C AREA: 2,111 SCL FT. TOHQUSE I fOOP Q N I Q m > n Ln OR 00 N M 1668-L I 1 0 N &S A1.2 � I -- 19'1" O I I 1 1 i L-- —I 20' I FOUNDATION PLUMBING PLAN SEE STRUCTURAL PLANS FOR NOTES AND DETAILS, SCALE 114'=1.0° - CONTRACTOR MUST VERIFY ALL DIMENSIONS. c\u:.:Wek�amo�\s�+�¢sV1mxi erorm m"n�.n�Ussa-aszoaszo e.sa�s�«�vozs.zo-zi zssaiazoe�wsr2.�.awe zonuzozs i:zswv va. -.-. ALL VENTED SOFFITS TO BEAT ROOF PLAN SCALE: 1,14' 1V-0" A B REVISEDI � O VENTILATEDATTIC AREA: 2,111 X. R. z d' 2,111 I N0 =1.04 SQ. FT. 7.04 SO, FT, X 144 =1,014 SO. IN. TOTAL NET FREE VENT AREA z O � O � OFFICE COP 1,014 X 50%=507 $Q. IN. NET FREE H SOFFIT REQUIREMENT= 6.55 SQ. IN, NET FREE PERLf NOV 2 7 20119 VENT CALCULATIONS VENTED SOFFIT Z O VENTILATEDATTIC AREA: 2,111 X. R. 2,111 I N0 =1.04 SQ. FT. 7.04 SO, FT, X 144 =1,014 SO. IN. TOTAL NET FREE VENT AREA 1,014 X 50%=507 $Q. IN. NET FREE H SOFFIT REQUIREMENT= 6.55 SQ. IN, NET FREE PERLf Z p N O �vNj O VENTILATED AT71C AREA: 2,111 SCL FT. y LL rl 3o °1 Q N sale AS SHOWN Q m > n Ln OR 00 N M 1668-L ♦� O 0 N A1.2 4Y O Z NOV 2 7 20119 VENT CALCULATIONS VENTED SOFFIT VENTILATEDATTIC AREA: 2,111 X. R. 2,111 I N0 =1.04 SQ. FT. 7.04 SO, FT, X 144 =1,014 SO. IN. TOTAL NET FREE VENT AREA 1,014 X 50%=507 $Q. IN. NET FREE SOFFIT REQUIREMENT= 6.55 SQ. IN, NET FREE PERLf 507105=77 LF VENTED SOFFIT REQUIRED OFF -RIDGE VENTS VENTILATED AT71C AREA: 2,111 SCL FT. 2.1111300=T 04 SQ. FT. 7.04 SO. FT. X144= 1,014 SQ, IN. TOTAL NET FREE VENT AREA 1,014 X 50%= SU $Q. IN. NET FREE Date 10-11-19 sale AS SHOWN (3)6OFF-RIDGE VENTS REQUIRED (2 16 SQ. IN, EACH) M 1668-L ST�eet A1.2 c.�u�,:wnk�oMo�mU SCALE. i/4'=1'-0" WDOD BACK DECK;, HARDIEBOARD STUCCO CONCRETE BLOCK/ PROVIDE STEPS TO SIDING MP.)- WITH STUCCO FINISH GRADE AS NEEDED WOOD BACK DECK; NARDEBOARO STUCCO PROVIDE STEPS TO - SIDING (TYP.j GRADE AS NEEDED REAR ELEVATION SCALE: 1(4'=1 0" RAILMGPER_J MAINTAIN 3436" HEIGHT DDDR BUILDER FROM TOP STEPS TO IP TOP OF HAND RAIL MAINTAIN 34-W HEIGHT PP STEPS TOALING PER CONCRETE BLOCKFROM LHARDffBOARDSTUCCO WOOD BACK DECK; TOP OFFHAND RAIL BUILDER @BTG STUCCO FINISH SIDING (TYP) PROVIDE STEPS TO GRADE AS NEEDED RIGHT SIDE ELEVATION SCALE. 1/4'=1=0" GAusersWitle\-u 16'•9118" TOP OF ROOF 9'-1 lig"BEARING HEIGHT 8"U' COLUMN WRAP HARDIE TRIM (TYP.) 99 FIrISIOFLooR _g. 1'46 1 FUISHED GRADE - 16'•917TOP OF ROOF s 9'•1118" BEARING HEIGHT.. 1"X4• WOE TRIM fn'Pd _0'9•FNSHEDFLO0R__, -,Y9"I fNMp GRADE CONCRETE BLOCK 16'917 TOP OF ROOF GRAY COLORSHINGLES (TYP.) 16'91R"TOPOFROOF - A 61212 12 S —HARDIE SHAKE 9'-t 118'BEARING IffIGHT 6'X6" COLUMN WRAP I � EYP., 9'4116"BEARINGHEIGHT-$, �1"X4" HARDIE iRMI o fnPd V-0' FINISHED FLOOR f2'•6"1 FINISHED GRADE i i = t•X4'NARDIETRMI — - -- At -== 9 . _ (n'PJ 9`-0• FINISHED FLOOR._ _j NNIS91) GRADE -� CRAFTSMAN GARAGE HARDEBOARD STEPS TO GRADE; 40R a CONCRETE BLOCK J DOOR) STI�CO Saw MORE RISERS WILL-' WITH STUCCO FINISH REQUIRE A HANDRAIL (TYP 1 FRONT ELEVATION NOTE: OPTIMAL wwINEBOARD SCALE 1/4'= 1A^ SMKEOR BRICK FINISH. WDOD BACK DECK;, HARDIEBOARD STUCCO CONCRETE BLOCK/ PROVIDE STEPS TO SIDING MP.)- WITH STUCCO FINISH GRADE AS NEEDED WOOD BACK DECK; NARDEBOARO STUCCO PROVIDE STEPS TO - SIDING (TYP.j GRADE AS NEEDED REAR ELEVATION SCALE: 1(4'=1 0" RAILMGPER_J MAINTAIN 3436" HEIGHT DDDR BUILDER FROM TOP STEPS TO IP TOP OF HAND RAIL MAINTAIN 34-W HEIGHT PP STEPS TOALING PER CONCRETE BLOCKFROM LHARDffBOARDSTUCCO WOOD BACK DECK; TOP OFFHAND RAIL BUILDER @BTG STUCCO FINISH SIDING (TYP) PROVIDE STEPS TO GRADE AS NEEDED RIGHT SIDE ELEVATION SCALE. 1/4'=1=0" GAusersWitle\-u 16'•9118" TOP OF ROOF 9'-1 lig"BEARING HEIGHT 8"U' COLUMN WRAP HARDIE TRIM (TYP.) 99 FIrISIOFLooR _g. 1'46 1 FUISHED GRADE - 16'•917TOP OF ROOF s 9'•1118" BEARING HEIGHT.. 1"X4• WOE TRIM fn'Pd _0'9•FNSHEDFLO0R__, -,Y9"I fNMp GRADE CONCRETE BLOCK 16'917 TOP OF ROOF B REVISE° A 9'-t 118'BEARING IffIGHT m ¢ p � Q �1"X4" HARDIE iRMI o fnPd V-0' FINISHED FLOOR f2'•6"1 FINISHED GRADE OFFICE COPD 1"X6"TR66 N� 6. WOODCOLUMN -S"X6• FINISHED DIMENSIONS 1"X6" TRIM 8"X8" WOOD COLUMN DETAIL SCALE L'Y= 1'.0" NOV 2 7 )019 Date 10-11-19 scale AS SHOWN bb 1668-L Sheet A2.1 ERGLASS SHINGLES SENGMEEREDTRUSS ROOF SYSTEM 12 SEE 7,'TYPE"A'FLASHiNG CIUNG' FIRE CAULKEIr BEARING_ HEIGHT 4 INSULATION BRICK @ FOUNDATION DETAIL SCALE: N.T.S. MBRANE EXTERIOR WALLS SHALL HAVE THE EXT. SHEATHMGRASEDOFFOFTNE CONCRETE FOUNDATION ANDALIGNED WITH THE FACE OF THE FOUNDATION STONE OVER LATH & BARRIER 41'14" TERMINATE STONE AT BASE OF WOOD �y STRUCTURE PER ASTM C -M A22.2 CONCRETE i— DRP SCREW PER ASTM 1063-03 SLAB 2314" -JB' OR 518" CAUSE GALVANIZEA 2912" METALDRRIPEDDGDE B 5"XS26 AANGLEFFLASHIUGE INNG C rFLASE VAHBZEp SHINGLES: _FASCIA STYLE S'8'GYP.BOARD - PER BUILDER DOUBLE 2X TOP PLATE WITH = - - HARDIE SOFFIT (TYP.) APPROVED HURRICANE -J 1'd• ANCHOR AT ENDS OF EACH TRUSS {{{ 'IF WITHINT OF PROPERTY LINE, FIRE - - BLOCK AND FIRE CAULK BETWEEN, -- TRUSSES TO BOTTOM OF ROOF DECK ,-- INSULATION BRICK @ FOUNDATION DETAIL SCALE: N.T.S. MBRANE EXTERIOR WALLS SHALL HAVE THE EXT. SHEATHMGRASEDOFFOFTNE CONCRETE FOUNDATION ANDALIGNED WITH THE FACE OF THE FOUNDATION STONE OVER LATH & BARRIER 41'14" TERMINATE STONE AT BASE OF WOOD �y STRUCTURE PER ASTM C -M A22.2 CONCRETE i— DRP SCREW PER ASTM 1063-03 SLAB 2314" -JB' OR 518" CAUSE GALVANIZEA 2912" METALDRRIPEDDGDE B 5"XS26 AANGLEFFLASHIUGE INNG C rFLASE VAHBZEp SHINGLES: VALLEY FLASHING; UL CLASS A FIRE RATING: ASTM D 3018, TYPE 1 26 GA. GALVANIZED, 18" WIDE UL WIND RESISTANCE: FASTENING: UASTM D 3161, TYPE I (MODIFIED T0110 MPH) (4)11 OR 12 GAUGE MANS 1.1/4" LONG WITH 318"0 HEAD FLASHING DETAILS AND SHINGLE INFORMATION SCALE: 3" n 1'-0" FIBERGLASS SHINGLE ROOFING OVER INSTALLSNINGLES OVER DRY VENT FLANGE AT HEAD GALVANIZED METAL ORV WITH BAFFLE SET IN PLASTIC ROOF CEMENT OR SEALANT SCREEN INSTALLORVFLANGE OVER SHINGLESATBASE 7116"OSBOVER PRE-ENGINEERED WOOD TRUSSES OFF RIDGE VENT DETAIL NOT TO SCALE APPROVED INSTALL 4" WIDE SELF -ADHERING MEMBRANE FLASHING OVERLAPPING DOOR FRAME BY 114"AND 1" BEYONDDOOR JAMB INSTALL 4' WIDE SELF -ADHERING MEMBRANE FLASHING OVERLAPPING DOORFRAME BY 114" i CUTWEATHERSARRIERINAND AROUNDJAMBSJ SET THRESHOLD IN BED OF �I I —I SEALANT L DOOR FLASHING INSTALLATION AND DETAIL SCALE: N.T.S. I _ Sl'ONE APPLICATION DETAIL GENERAL NOTES: SCALE: N.T.S. 1. PARKING BUMPER (IF REQUIRED) MUST BE INSTALLED BEFORE CD, 2.518- TYPE 7 GYP. BOARD REQU RED ON CEILING OF GARAGE WHERE IWBITAL SPACE IS SEE ELEVATIONS FOR ABOVE PER FBC R302.6. =i= � 3. HVAC PENETRATING RATED ASSEMBLIES TO COMPLY WRHfEC 8302.5. ttt EXTERIOR FIN ISH MATERIAL 4. UNDER STAN PROTECTION TO COMPLY WITH FBC R302,7 OF ACCESSIBLE). i-_ __. SEE ELEVATI R -- EXTERIOR FINISH MA Al GUARDRAIL NOTE: DRYW.U.LOROTHERFNISH 7v —._� DEPENDING ON FIELD CONDITIONS, DIMENSIONS MAY VARY BUT MUST COMPLY WITH FLORIDA BUILDING MAI ERIALIAPPLICABLE _ 1_ .� CODES R312.1FOR GUARDRAIL REQUIREMENTS AND OPENINGS. 'HEIGHT SHALL BE 36" MIN. WHEN PORCH, BALCONY OR RAISED FLOOR EXCEEDS 30- ABOVE FLOOR OR GRADE AND SHALL BE 34" ON OPEN SIDES OF STAIRS THAT EXCEED 30" OR MORE A80YE FLOOR OR DRYWALL OR OTHER FINISH _ I I U]NOTE:SECTR)NISFOR GRACE MATERIALffAPPLIABLE - POSESONLY,VERFY`OPENRIGSSHALLHAVEMTERMEDIATERALSORCLOSURESWNR:HDONOTALLOWPASSAGEOF SHOWNWITHSPHERE 4" OR GREATERMDIAMETER.REQUIREDGUARDRAILSONTHESIDESOFSTAIRTREADSSHALLTRUCTURAL PLANS NOT ALLOW SPHERE GREATER THAN 4.318" IN DIAMETER TO PASS THROUGH. FOR COMKONNENSANDTEDOWNHANDRAIL NOTE: DEPENDING ON FIELD CONDITIONS, DIMENSIONS MAY VARY BUT MUST COMPLY WITH FLORIDA BUILDING CODESR311.74 FOR HANDRAIL HEIGHTCONTNUITY AND SIZE. `HEIGHT: MUST BE BETWEEN 3438" MEASURED VERTICALLY FROM SLOPED PLANE. 'CONTNUIT'Y: RANDRAL MUST BE CONTI MOUS THROUGHFULL LENGTH OF FLIGHT FROM POINT DIRECTLY ABOVE HIGHEST RISER TO POINT DIRECTLY ABOVE LOWEST RISER HANDRAIL ENDSSHOULD TERMINATE IN NEWEL POSTS OR SAFETY TERMINAL OR RETURN TO WALL. HANDRAILS SHALL BE 8' CMU; SEE STRUCTURA ALLOWED TO BE INTERRUPTED BY NEWEL POSTS. 'SIZE: SHALL HAVE OUTSIDE DIAMETER BETWEEN 14W.2"IF CIRCULAR. SHALL HAVE BETWEEN STEMWALL DEEFOR 46" SEE ENGINEERING LPERIMETER IF NOT CIRCULAR STEM WA , ,. TYPICAL WALL SECTION �CONCRETEF00 ,SEE STAIR NOTE: SCALE :1" - V �` ; r STRUCTURAL DEPENDING ON FIELD CONDITIONS, DIMENSIONS MAY VARY BUT MUSTCOMPLYWITH FLORIDA BUILDING NOTE: THIS WALL SECTION E FOR AESTHETIC TYPICAL WALL SECTION CODES R311.7,5 FOR TREAD DEPTH, RISER HEIGHTS AND STAIR WIDTHS, 'RISERS: 7.3/4" MAXIMUM NTH NO MORE THAN 318' DIFFERENCE BETWEEN HIGHEST AND LOWEST RISER PURPOSES ONLY, EVERIFY ALL CONDISTRUCTURAL LIONSS FOR SHOWN STEM WALL OPTION TREADS: 10"MINIMUMDEPTH WITH NOMORE THAN 3�3' DIFFERENCE BETWEEN LONGEST AND SHORTEST TREAD. THE SUM OF 2 TREADS AND 1 RISER TO BE NOT LESS THAN 24"AND NOT MORE THAN 25". CONNECTIONS AND TIE DOWN INFORMATION. 'WIDTH: 36" MINIMUM CLEAR WIDTH ABOVE HANDRAIL AND 31412" BELOW HANDRAL 8703.4 FLASHING: APPROVED CORROSIONAEINSTANT FLASHING SHALL BE APPLIED SHINGLE-FASHKON IN SUCH A MANOR TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL fINISH.APPROVED ANTICORROSION RESISTANT FLASHING SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 1. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 2. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. I CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM, 4. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OR WOOD FRAMED CONSTRUCTION. S. AT ALL WALL AND ROOD INTERSECTIONS. 6, AT BUILT IN GUTTERS. VALLEY SHINGLE INSTALLATION: INSTALL SHINGLES USING WEAVE METHOD 1, EXTEND (1) FULL END SHINGLE MINIMUM 12" PAST CENTER LINE OF VALLEY. SEE MANUFACTURERS WRITTEN INSTRUCTIONS FOR ADDITIONAL INSTALL INFORMATION, 2. DO NOT NAL MINIMUM r FROM VALLEY CENTER LME. _OVERPRE-ENGINEERED WOOD TRUSSES ".WIDE METAL VALLEY FLASHING OVER 151 FELT OVER 716" OSB VALLEY FLASHING DETAIL NOT TO SCALE PIPE BOOT T GALVANIZED METAL FLANGE PLUMBING STACK FLASHING DETAIL NOT TO SCALE STEPS (DIN WATER SHEDDING FASHION STARTINGAT THE BASE OF THE WALL & WORKING TOWARDS THE TOP, INSTALL THE WRE TO THE FACE OF THE Siff ATHNG. CUTATINVERTEO'r. (' WALL 6'WIDE SELF ALNENVE SNL FLASHING THAT EXTM4'BEYONDOPBNM:. Q -APPLY BEAD OF SEJANT AT BACK OFWMOW FLANGE&SET WHO" USING PAN IEA) SCREWS 10FACHOATEWSPECT0. Q APPLYArSEFADIES@EJAMB FALN FL4WOOYPINGTIE WINDOW FLANGE EXTENDED 4' PAST THE ROUGH OPENING, ® APPLY A4'SELF ADHESIVE HEAD FLASHING OVERLAPPING THE WINDOW FLANGE EXTENDED PPAST THE ROOM OPENING. © REMOVE PREVIOUSLY APPLIED TAPE, ALLOWING AIDS TO LAY FLAT OVER HEAD FAB WHO. APPLY NEWSREATENG TAPE OVER DIAGONAL CUT• SEEDMGRAM. (D JAMB FLASHING EXTEND JAMB RAHNG TO OVFRLAPSRLMSRMNG. EXTEND .MMB FIAsHING mr ABOVE ROUGH OPENING AT HEAD. TUCK - TOPOFJAMBFLASIEWUNDER THE RAPOFBNBATTIE HEAD. SEENAGRAM. p WEATHER RESTS TANT BARRIER MOND) ATA45 DEGREE ANGLE, CAREFULLY CUT THE BARRER ON AIMORAL. GENnYRAJEETIE TOPEDGE OFTHE BART ER UPAD TAPE THE TOP CORNERS AND CENTER TO THE EAIERNR WRB SURFACE ABOVE. -- — rin REVIcr''rl OFFICE COPY TO REJECT PASSAGE GUARDRAIL DETAIL VVEA71ERRESITWE BARMIER IW'RB)APPLEDPRIOR TO THE WIMDOWINSTALLA'RON FIASNNNG APED OVER THE FACE DF THE MDUNTRLG FLANGE. WINDOW INSTALLATION SCALE: N.T.S. SCALE :11J2" - V -r FLASRRNGATIEADE MINS I"BEYONDJANBRASMWG QS HFADFLASH EMBED BOTTOM OF THE HEAD FLASHING AGAINST THE PREVIOUSLY APPLIED BEAM WES OVER SEWNTL EXTEND HEAD RASIMNG BEYOND EACH MSF ANRNG. FASTEN N RALE Z O f - 4%i mN en z p ro N O of -,o U U1 LLQ Q 3 ai Fn D i mv LE_ 4.� z ID.te 10.11-19 scale AS SHOWN JOD 1668-L A3.1 7A LOT 3, BLOCK 138, SECTION "H" ATLF NTIC B THEREOF RECORDED IN PLAT BOOK 1.8, PAG_ 34; C OF DUVAL COU TY, FL( ADDRESS — 630 BEGONIA PARCEL ID NUMBER,: 1709 IT I to 20 a0 SCALE I"= 20' RESIDENTIAL SITE TO DRAIN TO W TER QUALITY RETENTION SWALE. SEE E"DEP PERMIT FILE NO. 0377021001EG S1'00'59"E 50.0' PLAT A Co DRIVEWAY WALK TO "TURF BL CALCULATII SETBACK A/C rRvrvz ELEVATED WC PA LOT 3 HOUSE NUMBER 630 PROPOSED ONE STORY RESIDENCE FF = 8.50' At,( (N VD '88) 01 1 ii TOTAL IMP. ARTA] x = 2242 SF '' GARAGE k'.s V.0IN .JQbI / YY • o PROPOSED 5.51 15" CMP DRIVEWAY MAX WIDTH 2OFT 0 3FT FROM EDGE OF ASPHALT 1 CH, ACCORDING TO PLAT THE CURRENT PUBLIC RECORDS DA. 00 ET -00 .Zt —0000 50.0' P TYPICAL 2 FLARE BEGONIA `.STREET 5.E (50' R f W) PROPERTY INFORMATION ZONING -RS --2 SETBACKS FRONT 20 FEET SIDES 5 FEET REAR 20 FEET DRAINAGE SYSTEM TYPE "C" COMPACTED FILL OVER OF FABRIC BURIED S' BANKS A BANKS CONSULTING, INC. .f AM MSTRFEi.1TLUTH:.L M- O.µam _ 'M P.). ..S AGUMAnALL'OM'ANT aMTWLmavt:SGOY6vLiatc.CGf.1 PERVIOUS CALC DRIVEWAY TO R/W AND WALK (TURF BLOC) - 320 SF X 40% = 128 SF FRONT PORCH = 16 SQ—FT HOUSE 2,092 SQ -FT AC PAD 16 SQ—FT PROPERTY = 5,100 SQ -FT TOTAL IMPERVIOUS = 2,242 SQ -FT PERCENTAGE IMPERVIOUS a 44.0% NOTES: 1. POSTS TO BE 1"x 2' PINE WITH A MINIMUM LENGTH OF 4 FEET; LOCATE POSTS ON DOYMSLOPE SIDE OF FILTER FABRIC. - 2. BURY TOE OF FENCE APPROXIMATELY 8' DEEP M PREVENT UNDERCUTTING, 3.WHEN JOINTS ARE NECESSARY, SECURLY FASTEN THE FABRIC AT A SUPPORT POST WIN OVERLAP TO THE NEXT POST, 4. FILTER FABRIC TO BE NYLON, POLYESTER, PROPYLENE OR ETHYLENE YARN ATH EXTRA STRENGTH - 50LBA1N. IN: (MINIMUM) - AND WITH A FLOW RATE OF AT LEAST 0.3: GAL./; Sq: FT./MINUTE. FABRIC SHOULD CONTAIN ULTRAVIOLET RAY INHIBITORS. AND STABILIZERS. 1 SILT FENCE DETAIL NTs TYPE "C" LOT GRADING ALL DRAINAGE TO REAR LOT LINE Front swales are essential to carry surface water from The front yard to side. -yard swales ,which carry it to the rear for disposal in easements or across other properties Proper cross-secilon of the street gulter, curb and parkway strip are essential to stop street Water from flowing onto the lot A Curb -top at high side of drivevmy near low lot corner A-13 Parkway slope B, Driveway grade change from upgrade drive In street to downgrade drive on lot C -D Driveway d6vingrade paint outfr6m front of building D -E Front swele E -E Protective front slope from highipoint cf swales EROSION AND SEDIMENT CONTROL NOTES: gAl 11 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED PRIOR TO THE COMMENCEMENT OF 6gf i LAND DISTURBING ACTIVITY, AND PRIOR TO THE FINAL INSPECTION, 1L �• 2. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE W FIRST STEP IN CLEARING. ll rc 3. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. of 4. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSIONg MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS ¢31 CONTROL DETERMINED BY THE PLAN APPROVING AUTHORITY. 5, ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL AT ALL TIMES mm ; DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL; STABILIZATION IS ACHIEVED. 6. DURING DEWATERING OPERATIONS, WATER SHALL BE PUMPED INTO AN APPROVED FILTEI�tn6r .+ DEVICE, ow 7. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY A1461 a **�' AFTER EACH RUNOFF -PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUR D q�. TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE'MADE y IMMEDIATELY. a 8. THE SITEWORK CONTRACTOR WILL BE REQUIRED TO INCORPORATE ALL TEMPORARY AND PERMANENT EROSION CONTROL MEASURES INTO THE PROJECT AT THE EARLIEST. PRACTICAL TIME DURING CONSTRUCTION. THE EROSION CONTROL MEASURE DETAILED HEREIN SHALL BE CONTINUED UNTIL THE PERMANENT DRAINAGE FACILITIES HAVE BEEN CONSTRUCTED AND UNTIL ALL DISTURBED AREAS HAVE BEEN REESTABLISHED SO AS TO ESTABLISH AN EFFECTIVE EROSION DETERRENT. ALL COLLECTED SEDIMENT REMOVED FROM IMPOUNDMENT AREAS SHALL BE EVENLY DISTRIBUTED AND PERMANENTLY ESTABLISHED, 8. TEMPORARY AND PERMANENT VEGETATIVE COVER SHALL BE INSTALLED IN ACCORDANCE WITH ALL LOCAL AND STATE REQUIREMENTS. 10. SITEWORK CONTRACTOR SHALL CLEAN OUT ALL ACCUMULATED SILT IN DETENTION PONDS AT �+ END OF CONSTRUCTION WHEN DISTURBED AREAS HAVE BEEN STABILIZED. 11. ALL DISTURBED AREAS OUTSIDE OF EXISTING AND PROPOSED PAVEMENT SHALL RECEIVE I I t I I I I TEMPORARY AND PERMANENT SEEDING IN ACCORDANCE WITH LOCAL REGULATIONS. NOTES: 1. HOUSE SHALL BE FULLY EQUIPPED WITH RAIN GUTTERS, DOWNSPOUTS AND PIPING. 2. ALL ROOF DRAINS AND DOWNSPOUTS SHALL BE PIPED TO THE REAR RETENTION SWALE. 3. RETENTION AREA WILL OVERFLOW TO THE CITY ROW AT 6TH ST. .� Jar'. b ' Y LOT 3 SITE AND DRAINAGE PLAN xo. 19.0130 DUN of., NAD IJ G ? 1 2019 CHNI(EleT, DET acA� AS SHOWN C-01 ' Y LOT 3 SITE AND DRAINAGE PLAN xo. 19.0130 DUN of., NAD IJ G ? 1 2019 CHNI(EleT, DET acA� AS SHOWN C-01