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Home My WebLink AboutREVISIONOFFICE USE ONLY: DATE FILED: � 'a-1" ZO REVISION FEE: CIS om PERMIT # 1910-0044 RECEIPT # I Lp ( 5 q() PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE SCANNED FORT PIERCE, FL 34982.5652 (772) 462.1553 By St. Lucie County APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION LOCATION/SITE ADDRESS: 2805 BRANTLEY ROAD. FORT PIERCE DETAILED DESCRIPTION OF PROJECT REVISIONS: INCORRECT UNION CORRIGATED NOA WAS ORIGINALLY SUBMITTED ATLANTIC II METAL WAS INSTALLED. RESUBMITTING CORRECT NOA CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: CCC1329687 ST. LUCIE CO CERT. #: 29273 BUSINESS NAME; ORCHID ISLAND ROOFING QUALIFIERS NAME: DOUG LEMAN ADDRESS: 856 US HIGHWAY CITY: VERO BEACH STATE: FL ZIP: 32960 PHONE (DAYTIME): 772-643-5950 FAX: 772-999-2101 OWNER/BUILDER INFORMATION: NAME: JEAN BAPTISTE MERIZIER ADDRESS: 2805 BRANTLEY RD CITY: FORT PIERCE PHONE (DAYTIME: 772-643-5950 STATE: FL ARCHITECT/ENGINEER INFORMATION: NAME: ADDRESS: CITY: PHONE (DAYTIME): SLCCC: 9123109 Revised 06130117 STATE: FAX: _ ZIP: 32960 772-999-2101 FAX: ZIP: Locke Bowden, P.E. $ I January23, 2017 9450 Alyabury Place Montgomery, AL 36117 f ' I}� Atlantic Metal 11 of Vero Beach „, s 431045"k Street I, Vero Beach, FL 32966 772.492-8493 Products: FL 17796.1-FL 17796.6 for Atlantic Metal it of Vero Beach a t, validation of Product Compliance r Manufacturer: Atlantic Metal II of Vero Beach a Product: All roofing products listed under FL 8646, FL 17796.1 thru 17796.E .j , These roofingI products have testing par code protocol to be compliant with Florida Building Code 2017 a ed., for application as referenced under a Product Approval FL 17796.1-17796.6. Product List: ?'( 1.5 Nail Strip min. 24 GA } 'a 1.55nap Lock min. 24GA + 1.0 Mechanical Lock 0.032 or 0.040 Aluminum 1.0 Nail Strip min. 24GA 1.0 Snap Lock min. 24GA =.5r5 V Crimp 26GA cr 24GA, are compliant under the FBC 2014 FBC 51" ed.-And FBC 2017 6s' ed. lWih Florida Product Approval and are compliant with Rule #61620-3. All product testing is compliant with Code Testing Requirements. Products may be permitted and Installed which follow the specifications and within the parameters of the Attached Evaluation Reports listed under FL 17796.1 thru FL 17796.6. Product Evaluation reports and Keystone,Qualj D��nce Certificate are attached herewith this product Compliance. qq Locke BoavlA, P.E. * = JJ� 0O �0% FL Reg# STATE OF •OW fft i i 'F'. I Cen!ticate of (Participation IZ Is Hereby Granted to: Atlantic Metal Il of Vero Beach, Inc. 4020 43rd Ave. j Vero Beach, FL 3296,0 To attest the manufacturer is a licensed participant in the Keystone Quality Assurance Program ' Licensee No: 1032 { l' Scope ofLicensure. FPA Expires: 08/11/25 tCEMtMR' Ongoing program ticensuie ma7 www.keystonecerts. i r.. j1e�r Granted: June 11, 2015 6e verified at Jon Hill, President 3 Compliant with Florida Building Code 2017 (61" ed.) Compliant with Florida Product Approval Rule # 61G20-3 Compliant Quality Assurance Program: , ,enc •ckrmA2 1e171C12a 1C1a 6_C_7diindedavrrmeni: See Section 1507. Table 1507.1.1 24GA steel, ASfM A792 unpainted or painted w/ valspar rmropon or A21m Akua au 1.1.11 - =v. •...... -^••' 15 %" Wide Female Rib:1 W tall Male Rib: if" tall rib w/slotted strip Panel Seam: Snap Lock Panel Fastener: Corrosion Resistant Compliant; ALL to penetrate min. 3C thiough plywood Through Panel Slat: (1) #12-11 x 1" tall Pancake Type A In Pan of Pane):'(2) #10.11 x 1"'Eclipse Head Type A FOR HVHZ Constr.crion:l9/32" or greater APA Plywood or wood plank. In reroofing applications add 15/32" plywood where roof is less than 19/32" thick (min.15/32") the attachment of the decking shall be no, less than'81) annual ring shank nails@.6"o.c FOR NON-HVHZ Construction: min. 15/32' APA Plywood over supports at max..24" o.c.' Fire Barrier: Any approved fire barter having a current NOA. 24GA steel, ASTM A79Z unpaintea or pamtea w7 vakspar nuropon or w l m r wa w".................. .. ....... --'—' 16" Wide Rib: 1 %" Panel Seam: Snap Lodk Roof Panel Clipe1500SN5, Fixed, 28GA, 3 ➢V Long Corrosion Resistant Clip Fastener: (2) #12-11 Pancake Type A to penetrate min. X".thru plywood. FOR HVHZ Construction: 19/32" or greater APA Plywood or wood plank. In reroofing applications add 15/32" plywood add 15/32" plywood where roof is less than 19/32" thick (min. 15/32") the attachment of the'decking shall be no less than 80 annual ring shank nails @ Wo.ks FOR NON-HVHZ Construction: min.15/32" APA Plywood over supports at max. 24" P.C. Fire Barrier: Any approved fire barrier having a current NOA 16" wide Rib Height: 1" Panel Seam:190' Seam. Double Lock w/ mechanical seamer Roof Panel alp: UC-3 Stainless Steel Butterfly alp Assembly, Two -Piece Slider I , Corrosion Resistant Gip Fastener. (2) #12-11 x 1" Pancake Type A to penetrate min. M"'thru plywood FOR HVHZ Construction:19/32" or greater APA Plywood or wood plank. In reroofing applications add 15/32" plywood where roof is less than 19/32" thick (min.15/3r) the attachment of the decking shall be no less than BD annual ring shank nails @ 6"o.c. FOR NON-HVHZ Construction: min. 15/32' APA Plywood over supports at max. 24" o.c.' Fire Barrier: Any approved fire barrier having a current NOA. I -63.5 PSF I 24" O.C. I 2 J 103 0 PSF 6" O.C. , 2 24GA Steel, conforming to FBC 2017 r ad. Yield Strength: Min. 50 ksl 16" Wide Female Rib: 1" tall Male Rib: X" tall ribw/ slotted strip „ . Panel Seam: Snap Lock Panel Fastener: Corrosion Resistant Compliant; ALL to penetrate W min. througti'plywood Through Panel Slot: (1) 410-13 x 1" GP Pancake Type A In Pan of Panel: (2) #10-11 x 1" Eclipse Head Type A Substrate: Min.15/32" APA Plywood over su parts at max. 24" o.ka L. Min: slope shall comply w/ FBC 2017 61" ad. "Design Pressure: Panel Slot FastenerSpacing: Panel Pan Fastener Spacing: -59.7S PSF 16" O.C. N/A -101.0 PSF 6 W O.C. N/A -153.5 PSF 16 W O.C. 12" O.C. i 24GA steel, ASiMA A792 unpainted or painted w/ Vospar Flumpon or MM AW3 G90 conforming to FBC 2017 5- ed. Min. 50ksi 17' Wide Rib Height 1" Panel Seam: Snap Lock Roof Panel Clips:1000SNS, Fixed,18GA, 3 W Long Cortoston Resistant dip Fastener. (2) #12-11 Pancake Head Type A to penetrate min, %I through plywood FOR-HVHZConstructMa l9/322 ar greater APA Plywood or wood plank. in reroofing applications add 15/320 plywood where roof is less than 29/32' thick (min. 2! /3 aMe deckingshal"m nolessthan gD annuaLdng dank nails @ 6'o.c. FOR NON HVH2 Construction: min.1S/32" APA Plywood over supports at max 24' o.a Fire Barrier: Any approved fire barrier having a current NOA _ Min. slope sttaflcomply w/ FBC 2t117 6a ed. n- 24GA or Min. 266A Steel, RSTM A792-coated w/ Fluropon or ASTM A6S3 G90 conformingto FBC =7 61h ad. r.IG't"aMin. 50 its[' Fire Banteeorgia Pacific 'Dens Ded�' or approved equal. 24°Wide Rib Height 3/8" mayor rib r FOR HVHZ ConAnKUon 19/32' or greater APA Plywood or wood plank. in reroofing applications add 15132' plywood where roof is less than 19/32" thick Intl 35/321 the attadtment of the decking shoo be no less than 8o annual ring stank nails @ 6"o.c. FOR NON-HVHZ Construction: mi15/32' APA P ood over sup orts attimx 24"o.c. Min. so shaft comply w/F6C 2017 0 ad. •• Pressure: Fastener Pattern: Fastener 108.5 PSF; Panel Rib 12" O.C. 1S6.5 PSF c i Panel Rib (IfO.C. Force Engineering & Testing (TST--SM) ` 72-0190T-07 Farabaugh Engineering &Testing (TST-1564) , ' ; 7349.07 pill Asphalt Technologies Force Engineering & Testing (TST-S328) 72-0180T-07 FaraboughEngineering &Testing(TST-1654) ; #T107-07 Force Engineering & Testing (TST-5328) 3 72.0191T-07 Farabaugh Engineering & Testing M-1654) ; T232-07 Force Engineering & Testing(TSr-SM) 7Z-031AT-06 Farabaugh Engineering & Testing (TST--1654) T158-07 Force Engineering & Testing (TST-S328) 72-02101'-07 Farabaugh Engineering & Testing ITST-1654) I T233-07 Force Engineering & Testing (TST-SM) , 115-0172L07 A-C Farabaugh Engineering & Testing (TST-1654): T230-07 T215-� 1. UL 580.94 test standard is equivalent to UL 5so, 06 teststondards. TAS 125-03 (UL5g0-061/UL 2897-1231 TAS 10495 ' - TAS 110-M (ASTM G M/ASTM B 117) TAS 12S-03 (UL Sg0-06t/UL 1897-121) TAS 100.95 TAS 125-03 (UL 5804WILA.1897-u2) TAS 100-0 ULS80.941/UL1897-12a TAS100-95 TAS 125-D3 (UL 580-D6s/UL 1997-1r) TAS 100.955-0 TAS 123 (UL 580-061/UL 1g97-122) TAS 100.95 TAS 1�93 L Underlaymentto be Compliance With cuventrwnaa nuuamng caw tr«lr wa. w----- ------ __ 2. Minimum slope to be compliant with Florida Building Code 20176e ad., and perwiith Manufacturer's installation reference. 3. Products are compliantwhh State of Florida product approval per Rule 61G20-3. Compliance Method: 1 D 4. Engineering analysis for "project spedfic approval by local authority's w/JurisdiNon is allowed by other registered engineers: S. Fire classification is not pan of this acceptance. Shear diaphragm values are outsidethis report. 6. Support framing in compliance w/FBC 2017 V ad., Chapter 22 Steel, Chapter 23 Wood and Chapter 16 Structural Loading. 7. This report does not imply warranty, installation, recommended product use outside of this report. Certificate of independence: Locke Bowden, P.E. does not have, not wil I acquire a financial interest in any company manufacturing or distributing products under this evaluation. 1 Locke Bowden, P.E. is not owned, operat*4IVdl�iltll�);y any company, me nufacdLer or distributing products under report Locke Bowden, P.E 0. FL Reg. no. 49704 �„ 2'i Force Engineering & Testing (TST--SM) ` 72-0190T-07 Farabaugh Engineering &Testing (TST-1564) , ' ; 7349.07 pill Asphalt Technologies Force Engineering & Testing (TST-S328) 72-0180T-07 FaraboughEngineering &Testing(TST-1654) ; #T107-07 Force Engineering & Testing (TST-5328) 3 72.0191T-07 Farabaugh Engineering & Testing M-1654) ; T232-07 Force Engineering & Testing(TSr-SM) 7Z-031AT-06 Farabaugh Engineering & Testing (TST--1654) T158-07 Force Engineering & Testing (TST-S328) 72-02101'-07 Farabaugh Engineering & Testing ITST-1654) I T233-07 Force Engineering & Testing (TST-SM) , 115-0172L07 A-C Farabaugh Engineering & Testing (TST-1654): T230-07 T215-� 1. UL 580.94 test standard is equivalent to UL 5so, 06 teststondards. TAS 125-03 (UL5g0-061/UL 2897-1231 TAS 10495 ' - TAS 110-M (ASTM G M/ASTM B 117) TAS 12S-03 (UL Sg0-06t/UL 1897-121) TAS 100.95 TAS 125-03 (UL 5804WILA.1897-u2) TAS 100-0 ULS80.941/UL1897-12a TAS100-95 TAS 125-D3 (UL 580-D6s/UL 1997-1r) TAS 100.955-0 TAS 123 (UL 580-061/UL 1g97-122) TAS 100.95 TAS 1�93 L Underlaymentto be Compliance With cuventrwnaa nuuamng caw tr«lr wa. w----- ------ __ 2. Minimum slope to be compliant with Florida Building Code 20176e ad., and perwiith Manufacturer's installation reference. 3. Products are compliantwhh State of Florida product approval per Rule 61G20-3. Compliance Method: 1 D 4. Engineering analysis for "project spedfic approval by local authority's w/JurisdiNon is allowed by other registered engineers: S. Fire classification is not pan of this acceptance. Shear diaphragm values are outsidethis report. 6. Support framing in compliance w/FBC 2017 V ad., Chapter 22 Steel, Chapter 23 Wood and Chapter 16 Structural Loading. 7. This report does not imply warranty, installation, recommended product use outside of this report. Certificate of independence: Locke Bowden, P.E. does not have, not wil I acquire a financial interest in any company manufacturing or distributing products under this evaluation. 1 Locke Bowden, P.E. is not owned, operat*4IVdl�iltll�);y any company, me nufacdLer or distributing products under report Locke Bowden, P.E 0. FL Reg. no. 49704 �„ 2'i TAS 125-03 (UL5g0-061/UL 2897-1231 TAS 10495 ' - TAS 110-M (ASTM G M/ASTM B 117) TAS 12S-03 (UL Sg0-06t/UL 1897-121) TAS 100.95 TAS 125-03 (UL 5804WILA.1897-u2) TAS 100-0 ULS80.941/UL1897-12a TAS100-95 TAS 125-D3 (UL 580-D6s/UL 1997-1r) TAS 100.955-0 TAS 123 (UL 580-061/UL 1g97-122) TAS 100.95 TAS 1�93 L Underlaymentto be Compliance With cuventrwnaa nuuamng caw tr«lr wa. w----- ------ __ 2. Minimum slope to be compliant with Florida Building Code 20176e ad., and perwiith Manufacturer's installation reference. 3. Products are compliantwhh State of Florida product approval per Rule 61G20-3. Compliance Method: 1 D 4. Engineering analysis for "project spedfic approval by local authority's w/JurisdiNon is allowed by other registered engineers: S. Fire classification is not pan of this acceptance. Shear diaphragm values are outsidethis report. 6. Support framing in compliance w/FBC 2017 V ad., Chapter 22 Steel, Chapter 23 Wood and Chapter 16 Structural Loading. 7. This report does not imply warranty, installation, recommended product use outside of this report. Certificate of independence: Locke Bowden, P.E. does not have, not wil I acquire a financial interest in any company manufacturing or distributing products under this evaluation. 1 Locke Bowden, P.E. is not owned, operat*4IVdl�iltll�);y any company, me nufacdLer or distributing products under report Locke Bowden, P.E 0. FL Reg. no. 49704 �„ 2'i ATLANTIC METAL II OF VERO BEACH, INC. 6V Crimp 24GA or 26GA Min. Thru Fastened over Plywood INSTALLATION DETAILS i 5-V CRIMP EXPOSED FASTENER SYSTEM 6 O.C.: i ;11 6" O.C. PER:IVjF!E,< V CRIMP PANEL g R �AP1300F p� � Y�'AJI6RANE e9 ♦STM 4 ]7E � , i i SIM Fxvaoanorlcv�nnvs I es i ' iEYN7!GALOATA W iilCflp PRUf/tE PILLa�t�aw�s m M= PHb =Lr Wet � SMM i 4 _ In :Mr•rw RZ tt r � J : CriL1lPiA9r'NER$ . i - , d.479S :.filkr?cDler, � j b V 27-1/2' ria-t Stock Material For 24' Co.e ag_ Nete Ait Radii 0.05 �Iv'fV4S C-c For 24' :aveYage , 12' - 24' Covera-e 7/164 - 7/8' F xed Jveriap Ribs I Adju,•tnuir :.2Y:LEr iab P.3 'us tcoia U^cferiop a ATLANTIC METAL II OF VERO BEACH, INC. 5V Crimp 24GA or 26GA Min. Tliru Fastened over Plywood — INSTALLATION DETAILS 1 ' TYPICAL DETAILS RIDGE a,�uarit�rre` ; CROSS SECTION OF RIDGE OVER WOOD DECK ISOMETRIC VIEW OF RIDGE OVER WOOD'DECK ATLANTIC METAL 11 OF VERO BEACH, INC. 6V Crimp 24GA or 26GA Min. Thru Fastened over plywood— INSTALLATION DETAILS 114 W Mu S- z F - •! I ITT, BUTT 5-V :R!1%4.- PANE •Zr —,.ERsj I It P_YMCD SHEA—NNG [By CT,:ERS"/ a 1 ATLANTIC METAL II OF VERO BEACH, INC. 6V Crimp 24GA or 26GA Min. Thru Fastened over Plywood — INSTALLATION DETAILS t /"'1^.cE):1t3� ally �NEt T4r?GAL3Rt fl- Y-10 SKA Wn (li8C,45 �lY.:^trl 4fEA'Pm2 jFY nk[�S } 1 SELF_-•uc.,-. F}2" 0C.J id 0 t �15 a l )A lM1 NjF:9&I(E "sot sf — i= S , ` 3/1 Hf$ trjt25i- C- W:.F' JRE71A):E ! SEA'_tst: jg - 3i.:n_ rapE ' �t• iµ11 �"��\ ' f • •:��a: CC.iu6.' 4 -AMP.-I A7'PgV! l� i—