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265 3rd St ROOF19-0077 Metal ROOF NON SHINGLE PERMIT PERMIT NUMBER ROOF19-0077 CITY OF ATLANTIC BEACH ISSUED: 10/9/2019 800 SEMINOLE ROAD '';„uris9/ ATLANTIC BEACH. FL 32233 EXPIRES: 4/6/2020 MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION. ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES . ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY. NOTICE: In addition to the requirements of this permit,there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts,state agencies, or federal agencies. JOB ADDRESS: I PERMIT TYPE: DESCRIPTION: VALUE OF WORK: 265 3RD ST ROOF NON SHINGLE METAL ROOF $30000.00 TYPE OF j REAL ESTATE ZONING: BUILDING USE SUBDIVISION: CONSTRUCTION: NUMBER: GROUP: 172550 0000 ATLANTIC BEACH TERRACE COMPANY: ADDRESS: I CITY: STATE: ZIP: FORD ROOFING SYSTEMS INC 83 Landrum Lane #104 Ponte Vedra Beach FL 32082 OWNER: ADDRESS: CITY: STATE: ZIP: HOWE ANDREW M 265 3RD ST ATLANTIC BEACH FL 32233-5210 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. Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $205.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $102.50 STATE DBPR SURCHARGE 455-0000-208-0700 0 $4.61 STATE DCA SURCHARGE 455-0000-208-0600 0 $3.08 TOTAL:$315.19 Issued Date: 10/9/2019 1 of 2 ri�.1Pj City of Atlantic Beach APPLICATION NUMBER i ) Building Department (To be assi ned by the Building Department.) '� 800 Seminole Road 1 _/� ,�,N s Atlantic Beach, Florida 32233-5445 ��(= O 7 7 Phone(904)247-5826 • Fax(904)247-5845 Date routed: `` � 040,Dii �r E-mail: building-dept@coab.us City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 65 3 t-ct �^ Department review required Yes o I' uildin Applicant: forcL Q00---C1‘5Plan nin g &Zoning � Tree Administrator ^ Project: I GT A (_ IR© 0 p Public Works Public 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: ❑L pproved. Denied. Not applicable (Circle one.) Comments: BUILDIO G PLANNING &ZONING Reviewed by: //I Date: JO- eil9 TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. ['Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 Building Permit Application Updated 10/9/18 City Of Atlantic Beach Building Department OFFICE COPY**ALL INFORMATION j 800 Seminole Road, Atlantic Beach, FL 32233 HIGHLIGHTED IN GRAY IS REQUIRED. Phone: (904) 247-5826 Email: Building-Dept@coab.us Job Address: ;NC5r 3eo Sr, /B1 -4-rrt .8 x,23 3 Permit Number: 12d r 'b�� � 2 e Legal Description 1s sl / , T WKAR NW" reit4 RE# 172550-0000 Valuation of Work(Replacement Cost)$ 30 Or-4 Heated/Cooled SF Non-Heated/Cooled • Class of Work: ❑New ❑Addition VAlteration ❑Repair DMove [Memo ❑Pool DWindow/Door • Use of existing/proposed structure(s): ❑Commercial `d Residential • If an existing structure, is a fire sprinkler system installed?: DYes ❑No • Will tree(s) be removed in association with proposed proiect? ❑Yes(must submit separate Tree Removal Permit) ENo IDescribe in detail the type of ork to be performed: metal 5v Crimp over shingle re-roof Florida Product Approval# I 1 tl'61 . I for multiple products use product approval form Property Owner Information Name Andrew Howe Address 265 3rd St City Atlantic Beach State FL Zip 32233 Phone 904-219-9022 E-Mail ahowe@cranewoods.com Owner or Agent(If Agent, Power of Attorney or Agency Letter Required) Contractor Information Name of Company Ford Roofing Systems Inc Qualifying Agent Robert Maust Address 183 Landrum Ln City Ponte Vedra Beach State FL Zip 32082 Office Phone 904-834-2426 Job Site Contact Number 904-699-8688 State Certification/Registration# CCC1327698 E-Mail fordroofing@gmail.com Architect Name&Phone# Engineer's Name& Phone# Workers Compensation Insurer Brochard Insurance for WBS OR Exempt u Expiration Date Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING,SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS,TANKS, and AIR CONDITIONERS,etc. NOTICE: In addition to the requirements of this permit,there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts,state agencies,or federal agencies. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER O; • N ARN :EFORE KF(:OK NG YULiR OI ICL OF COIVIRM-NCFIVIFN I, / —� , 4111111111 ignatur of Owner or Agent) (Si:•.ture of Contractor) Signed and sworn to(or affirmed)) before me this day of Signed and sworn to(or affirmed /blefore me thise`14ay of by 1 1 ) LL�� `�`—� by �f/ lPaYP GREG ORrJ.v �Y) (Signature of Notary) ,• •.�� 0P'Qi, GREGORY J.BARTHOLOMEW MY COMMISSION#FF 948753 a�. "• - * ,t. MY COMMISSION#FF 948753 a `wF' .o` EXPIRES:February 6,2020 t * EXPIRES:February[ Personally] Knov�Yj_o'FOr Bolded 7hru Budget Notary ServicM [Personally Krf 6 2020 Produced Identification ( ]Produced Identiftatton eoid'eThruBudget Notary servces Type of Identification: L 4D L.— Type of Identification: NO-TICE OF COMMENCEMENT (PREPARE IN DUPLICATE) OFFICE COPY Permit No. e(Q i'/ q 0077 Tax Folio No. 172550-000 State of FL County of Duval To whom it may concern: The undersigned hereby informs you that improvements will be made to certain real property,and in accordance with Section 713 of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT. Legal description of property being improved: 15-34 16-2S-29E ATLANTIC BEACH TE RR SID PT LU 124 Address of property being improved: 265 3RD ST, ATLANTIC BEACH, FL 32233 General description of improvements: RE-ROOF Owner ANDREW HOWE Address 265 3RD ST, ATLANTIC BEACH, FL 32233 Owner's interest in site of the improvement Fee Simple Titleholder(if other than owner) — --Name Address —_ Contractor FORD ROOFING SYSTEMS INC. Address 1831 LANDRUM L'.3Flr�A , ,, –\FED'" BEACH,C1•J CL 32082 Phone No. 904-834-2426 Fax No. Surety(if any) Address Amount of bond$ Phone No. Fax No. Name and address of any person making a loan for the construction of the improvements. Name Address Phone No. Fax No. Name of person within the State of Florida,other than himself or herself,designated by owner upon whom notices or other documents may be served: Name Address Phone No. Fax No. In addition to himself or herself,owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b),Florida Statutes.(Fill in at Owner's option). Name Address Phone No. Fax No. Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY OWNER Ay �/_ _. DATE Before me t i Ito ° • of iL j_ •• t Doc#2019228667,OR BK 18955 Page 148, CI=y Qi D . , e o lorida,has personally appeared Number Pages:1 #� herein by Recorded 1 0/0312019 1 1.48 AM, himself/hergf an arms that all statements and declarations herein are true and ccur v pLBt RONNIE FUSSELL CLERK CIRCUIT COURT DUVAL o ,.. - -•L -•_ . _. COUNTY '.t► � ION#FF 9487 RECORDING $10.00 " o •E : e. .: OF FO F ' Bond f Bucket NMary c0,: Notary Public at Large,State of �/ounty of My commission expires: !12.0 Personally Known ((C or Produced Identification IL2•412L, UI-- IVt UuvY r,_!4.c..441111111ro\ Coast SUPPLY & MANUFACTURING 5 VLIKIIM116- 1 1 " . 11 1 11 : 11• : • • " L L • : " ' I • • 1,* Wilk"ak P • L4W A Hi-UD Uri- A®"=•,'Re ,t �.. ..........�.--.." Product Evaluation Report GULF COAST SUPPLY& MANUFACTURING, LLC. .;L: A A?7" CV crimp rw.ir 1CI?7" (L) o Q lil -- D Oco - '= w Florida Product Approval #11651.1 R3 w 0 d U Florida Building Code 2017 p � < 0 Per Rule 61G20-3 0 4 0 N rvletl IOd. 1 O 'M w 11- Category: Roofing dku}, CL5m Subcategory: Metal Roofing 1-- w v " C� Compliance Method: 61G20-3.005(1)(d) Uwv� u NON HVHZ w Li Product Manufacturer: Gulf Coast Supply & Manufacturing, LLC. 14429 SW 2nd Place, Suite G30 .� N�EI. sS.. � �� � P � Newberry, FL 32669 .��CENs ., • No. Fnnineer Fvaliiatnr, _ =• 75519 �.�: Dan Kuhn, PE. #75519 :.o Florida Evaluation ANt ID: 10743 7:7:10% STATE OF :CZ" <S,.4OR10 ., �� • Validator: ,S;�NAL EG 'o/x /201 Locke Bowden, P.E. #49704 ,,,,,0%- 9450 Alysbury Place Montgomery, AL 36117 Contents: Evaluation Report Pages 1 - 5 FL#11651.1 R3•OCTOBER 5,2017 PRODUCT EVALUATIO • • : IKUHN ENGINEERING, LLC 1200 CLINT MOORE RD. SUITE 9, BOCA RATON, FL 33487 • FL COA #30464 4/"411111111111r11\ . FLORIDA PRODUCT-AWP-P O A Gulf Coast SUPPLY & MANUFACTURING __ \ 5V41;t1 CRIMPI I " : 1l 1 11 . 11• • • '_ ► • I • 01* =MEL F -1-1-0-RID A=f C-+ -A PPRATARV-t _ Compliance Statement: The product as described in this report has demonstrated compliance with the Florida Building Code 2017, Sections 1504.3.2. Product Description: 5V Crimp Roof Panel, Minimum 0.028" Aluminum, Maximum 24" Coverage, through fastened roof panel with fasteners in the panel rib over minimum'5/i2" plywood decking. Non Structural application. Panel Material/Standards: Material: Minimum 0.028" Aluminum, 3105 H-24 conforming to Florida Building Code 2017 Section 1507.4.3. Paint Finish Optional Corrosion Resistance: Panel Material shall comply with Florida Building Code 2017, Section 1507.4.3. ranei Dimension(s): Thickness: 0.028" rviinirnurn Width: 24"Coverage Maximum Rib Height: 3/8" Major Rib Panel Fastener: #9-15x1.5" Stainless Steel Panel Tite with sealing washing in the rib of the panel or approved equal, 1/4" minimum penetration through plywood. Corrosion Resistance: Pcr Florida Building Code 2017, Section 1506.6, 1507.4.4 Substrate Description: Minimum 15rW2" thick, APA Rated plywood over supports at maximum 24" O.C. Design of plywood and plywood supports are outside the scope of this evaluation. Must be designed in accordance w/Florida Building Code 2017. Design Uplift Pressures: Table"A" Maximum Total Uplift Design Pressure 108.5 psf FastP ener attern 1 "_17"Panel Pik ') I - I 1 aleI leT r Lt. i ;i�dui ty -.._ 1 1'.1 Design Pressure includes a Safety Factor= 2.0. FL#11651.1 R3 •OCTOBER 5,2017 z. romp KUHN ENGINEERING, LLC 1200 CLINT MOORE RD. SUITE 9, BOCA RATON, FL 33487 • FL COA #30464 Z Ilri& . FLORIDA PRODUCT A PPROVA 1_ Gulf Coast ' "_ - SUPPLY & MANUFACTURING , 5VCRIMP , .„ I I " : 11 1 1l i 1/' : • S _ L • : IIA • • S -- E}l#-Ili A-P li—OD-# T. WF# -VAI= NO.=1 I 51-.T Code Compliance: The product described herein has demonstrated compliance with the Florida Building Code 2017, Sections 1504.3.2. Evaluation Report Scope: The product evaluation is limited to compliance with the structural wind load requirements of the Florida Building Code 2017, as relates to Rule 61 G20-3. Performance Standards: The product described herein has demonstrated compliance with: • UL 580-06-Test for Uplift Resistance of Roof Assemblies • UL 1897-12 - Uplift Test for Roof Covering Systems. Reference Data: 1. UL 580-94/ 1897-98 Uplift Test Force Engineering &Testing, Inc. (FBC Organization#TST-5328) Report No. 117-0165T-11B -i c. Certificate of Independence By Dan Kuhn, P.E. (FL# 75519)@ Kuhn Engineering, LLC (FBC Organization #ANE ID: 10743) Test Standard Equivalence: 1. The UL 580-94 test standard is equivalent to the UL 580-06 test standard. 2. The UL 1897-98 test standard is equivalent to the UL 1897-12 test standard Quality Assurance Entity: The manufacturer has established compliance of roof panel products in accordance with the Florida Building Code and Rule 61 G20-3.005(3)for manufacturing under a quality assurance program audited by an approved quality assurance entity. Minimum Slope Range: Minimum Slope shall comply with Florida Building Code 2017, including Section 1507.4.2 and in accordance with Manufacturers recommendations. For slopes less than 3:12, lap sealant must be used in the panel side laps. uutdnduvil: uuLdu der roidrwrduurer reLurnrrrenueu details. Underlayment: Shall comply with Florida Building Code 2017 section 1507.1.1. Roof Panel Fire Classification: Fire classification is not part of this acceptance. Shear Diaphragm: Shear Diaphragm values are outside the scope of this report. Fla 116x11 1 R_ •ocTORFR 5, 2017 KUHN ENGINEERING, LLC -- - 1200 CLINT MOORE RD. SUITE 9, BOCA RATON, FL 33487 • FL COA #30464 ."411111411111n1 . tr • I, . • • a A DDDlI\/A i Gulf Coast SUPPLY & MANUFACTURING I 5VCRIme . . " _ 14 ► 11 Cil' : • • 'G 1 0 " ' 1 • • II I Ahmilviamaimoniairdiayakandsuidiay- e . . Design Procedure: For roofs within the parameters listed on the load table, fastening pattern must at a minimum meet those listed for the applicable wind zone. For all roofs outside the parameters listed on the load table, design wind loads shall be determined for each project in accordance with FBC 2017 Section 1609 or ASCE 7-10 using allowable stress design. The maximum fastener spacing listed herein shall not be exceeded.This evaluation report is not applicable in High Velocity Hurricane Zone. Refer to current NOA or HVHZ evaluation report for use of this product in High Velocity Hurricane Zone. FL#11651.1 R3•OCTOBER 5,2017 n!- :� —:reams r-s-•�� ��r z DKUHN ENGINEERING, LLC 1200 CLINT MOORE RD. SUITE 9, BOCA RATON, FL 33487 • FL COA #30464 . ...-0<.1 's.' � SUPPLY & MANUFACTURING irrirA , imp 5VCR1MP I . " : 11 1 11 : 1l- : • • _ 1 • : " ' 1 • • t I iMiarL '� a • 611r.._ - € =— RT= .,.—......-" ...7._ 111.1111.11111111b. ill1111.1P ENGINEER LOAD TABLE: 0.032" Aluminum 5VCrimp Roof Panel over 15/32" Plywood Buildings having a Roof Mean Height s 20'-0"; Roof Slope: 2"/12" - 12"/12" Gable or Hip Roof; Wind Speeds 120- 180mph, Exposure C, Risk Category Il, Enclosed Building, based on Florida Building Code 2017. It i I 12n I 130 I 14n i 150 i 160 i 17n I 180 I I ii i I i i i I i i I ti I I „T� I I I I i I I I I SPEED 1 '`ST''"` I .IVU''RMI' ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER I ON CENTER I ON CENTER ' i i SPACING SPACING SPACING SPACING SPACING SPACING SPACING ZONE 1 #9-15x1.5" 11 Min.'Si3z" 12" 12" 12" 12" 12" 12" 12" Plywood ZONE 2 #9-15x1.5.. Min.15/." 12" 12" 12" 12" 12" 12" 12" Plywood II Min."'32" I 1 I I I I I _. ..d – i „" i Plywood I •- i •- i ._ I 12" + .- i •- - I I i t 1 I 1 l i .. 1.) PANEL DESCRIPTION: 5V CRIMP, MIN. 0.032" ALUM., 24"COVERAGE. 2.)PANEL FASTENER:#9-15X1.5" STAINLESS STEEL PANEL TITE WITH SEALING WASHING IN THE RIB OF THE PANEL OR APPROVED EQUAL, 1/4" MINIMUM PENETRATION THROUGH PLYWOOD. 3.) MAXIMUM ALLOWABLE PANEL UPLIFT PRESSURE:-108.5 PSF@ 12" O.C. BASED ON TAS 125, UL 580/UL 1897 TESTING. 4.)PLYWOOD DECKING: MIN. 15/32" THICK PLYWOOD MUST BE DESIGNED IN ACCORDANCE WITH FLORIDA BUILDING CODE 2017. 5.)ROOF SLOPE: ON ROOF SLOPES LESS THAN 3:12, LAP SEALANT MUST BE USED IN PANEL SIDE LAPS. I6.) LOAD TABLE BASED ON WIND PRESSURES CALCULATED PER ASCE 7-10(KD=0.85)MULTIPLIED BY 0.6 PER FLORIDA BUILDING CODE 201/. /ZONE2 HIP ROOF ZONE a Note:Dimension(a)is defined as 10%of the minimum width of the building or , -----"a 40%of the mean height of the roof,whichever is smaller,however,(a)cannot be ,' less than either 4%of the minimum width of the building or 3 feet. i , `v RIDGE / / PANEL FASTENER AT 12" O.C. I -'' \ I (1) #U-1 5 x 1-1/2" Stainless Steel / zoNE 1 N I D'no // l Tito 1AConlirin 1A/'chor I �• �'� , i UI its I I I I. vv/Vlr 1.4111 I v V U.JI ll.I K \ 1211 / -12" e EAVE ZONE 2i4-------- 1 —A• -- -- GABLE ROOF a ,/ _ ,a At Panel Lap RIDGE 'a a ZONE 1 ZONE 3 '-EAVE FL#11651.1 R3•OCTOBER 5,2017 -i ;;;;;1,,,,,.......7,:-...7.. -_- -i i- KUHN ENGINEERING, LLC 1200 CLINT MOORE RD. SUITE 9, BOCA RATON, FL 33487 • FL COA #30464 ALL Revision Request/Correction to Comments **HIGHLIHIEDI INFORMATION =Ytj�'>�\ HIGHLIGHTED IN '•' City of Atlantic Beach Building Department GRAY IS REQUIRED. r* .r. 800 Seminole Rd, Atlantic Beach, FL 32233 _ [�/C� A:4)119/ Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#:ROO / "—()6 7 7 XRevision to Issued Permit OR Corrections to Comments Date: !( /4/9 Project Address: ,'�-Cr7� ` r-e-.1 .. Er Contractor/Contact Name: r-cl, ....Sl cAA5 --f. C• ( 3cob " a- 4 Contact Phone: - /4- 7c:„7/ Email: -�e-reir`GCrt l'LPa g,5k 19 e.,0 u1 Description of Proposed Revision/Corrections: L Qr'l: it-t- J(t� JJeL alA. . 333 55 V X111 C.��-e' I & csto /"lam'-'-- affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) • SIV• proposed revision/corrections add additional square footage to original submittal? o ❑ Yes (additional s.f.to be added: ) ,•)1Nil roposed revision/corrections add additional increase in • ' . . . - .• original submittal? No ❑*Yes (additional increase in building - ) (Contractor must sign if increase in valuation) *Signature of Contractor .:ent: /� I_ �� (Office Use Only) ,�7 L�JApproved ❑ Denied ❑ Not Applicable to Department Permit Fee Due St/•�, ___) Revision/Plan Review Comments Can/'4C r 1 p c.h- "p Tcr1-3 i 7 t— cpY v / g/ -2. Department Review Required: ui Panning&Zoning Reviewed By Tree Administrator Public Works Public Utilities / 0 ' 3/ " d 0/7 Public Safety Date Fire Services Updated 10/17/18 zie Gulf 5VCRIMP 26 GA. 5VCRIMP ROOF PANEL OVER 15/32" PLYWOOD FLORIDA PRODUCT APPROVAL NO. 11651.13 R3 Product Evaluation Report OFFICE COPY GULF COAST SUPPLY& MANUFACTURING, LLC. 26 Ga. 5V Crimp Roof Panel over 15/32" Plywood Florida Product Approval #11651.13 R3 Florida Building Code 2017 Per Rule 61G20-3 REVISION Method: 1 -D BP# 12404F/9—4077 DATE /b / G23/7 Category: Roofing SIGNED -Subcategory: Metal Roofing Compliance Method: 61G20-3.005(1)(d) NON HVHZ Product Manufacturer: Gulf Coast Supply & Manufacturing, LLC. 14429 SW 2nd Place, Suite G30 0,01111,,, Newberry, FL 32669 %' EL S, k� 00 E •:74, Engineer Evaluator: ..*; No, 75519 ,Ian Kuhn, FL. #75519 * Florida Evaluation ANE ID: 10743 :-v :53% STATE OF AN,;. Asi •ORIDP •'���� Validator: -, S ' •. Locke Bowden, P.E. #49704 ; NAL 1ENG1O%0.5!201 9450 Alysbury Place Montgomery, AL 36117 Contents: Evaluation Report Pages 1 - 5 FL# 11651.13 R3•OCTOBER 5,2017 . • • UCTv EVALUATION REPORT KUHN ENGINEERING, LLC 1200 CLINT MOORE RD. SUITE 9,BOCA RATON, FL 33487•FL COA#30464 • OFFICE COPY �. � . 1 s _ .�:� Gulf = (KtAPPROVAL SUPPLY & MANUFACTURING 5VCRIMP 26 GA. 5VCRIMP ROOF PANEL OVER 15/32" PLYWOOD FLORIDA PRODUCT APPROVAL NO. 11651.13 R3 Compliance Statement: The product as described in this report has demonstrated compliance with the Florida Building Code 2017, Sections 1504.3.2. Product Description: 5V Crimp Roof Panel, 26 Ga. Steel, 24" Coverage, through fastened roof panel with fasteners in the panel flat over minimum 75/32" plywood decking. Non Structural application. Panel Material/Standards: Material: Minimum 26 Ga. Steel, ASTM A792 or ASTM A653 G90 conforming to Florida Building Code 2017 Section 1507.4.3. Paint Finish Optional Yield Strength: 80.0 ksi Corrosion Resistance: Panel Material shall comply with Florida Building Code 2017, Section 1507.4.3. Panel Dimension(s): Thickness: 0.018" Minimum Width: 24" Coverage Rib Height: 3/8" Major Rib Panel Fastener: #9-15x1.5" with sealing washing in the flat of the panel or approved equal, 1/4" minimum penetration through plywood. Corrosion Resistance: Per Florida Building Code 2017, Section 1506.6, 1507.4.4 Substrate Description: Minimum 15/32" thick, APA Rated plywood over supports at maximum 24" O.C. Design of plywood and plywood supports are outside the scope of this evaluation. Must be designed in accordance w/Florida Building Code 2017. Design Uplift Pressures: Table "A" Maximum Total Uplift Design Pressure 94.25 psf 131.0 psf Fastener Pattern 12"-12" 9.5"-2"-9.5" Fastener Pattern Spacing 16" O.C. 16" O.C. Design Pressure includes a Safety Factor= 2.0. FLS 11651.13 R3•OCTOBER 5, 2017 EKUHN ENGINEERING, LLC 1200 CLINT MOORE RD. SUITE 9, BOCA RATON, FL 33487 • FL COA#30464 OFFICE COPY rsNIty,,N. Gulf Aim& „ P1 '+ !iir ..C , '.IRI.. . 5VCRIMP 26 GA. 5VCRIMP ROOF PANEL OVER 15/32" PLYWOOD FLORIDA PRODUCT APPROVAL NO. 11651.13 R3 Code Compliance: The product described herein has demonstrated compliance with the Florida Building Code 2017, Sections 1504.3.2. Evaluation Report Scope: The product evaluation is limited to compliance with the structural wind load requirements of the Florida Building Code 2017, as relates to Rule 61 G20-3. Performance Standards: The product described herein has demonstrated compliance with: • UL 580-06-Test for Uplift Resistance of Roof Assemblies • UL 1897-12 - Uplift Test for Roof Covering Systems. Reference Data: 1. UL 580-94/ 1897-98 Uplift Test Force Engineering &Testing, Inc. (FBC Organization #TST-5328) Report No. 1 17-00531-05 & 117-0331T-08 2. Certificate of Independence By Dan Kuhn, P.E. (FL# 75519)@ Kuhn Engineering, LLC (FBC Organization # ANE ID: 10743) Test Standard Equivalence: 1. The UL 580-94 test standard is equivalent to the UL 580-06 test standard. 2. The UL 1897-98 test standard is equivalent to the UL 1897-12 test standard. Quality Assurance Entity: The manufacturer has established compliance of roof panel products in accordance with the Florida Building Code and Rule 61 G20-3.005(3)for manufacturing under a quality assurance program audited by an approved quality assurance entity. Minimum Slope Range: Minimum Slope shall comply with Florida Building Code 2017, including Section 1507.4.2 and in accordance with Manufacturers recommendations. For slopes less than 3:12, lap sealant must be used in the panel side laps. Installation: Install per Manufacturer's recommended details. Underlayment: Shall comply with Florida Building Code 2017 section 1507.1.1. Roof Panel Fire Classification: Fire classification is not part of this acceptance. Shear Diaphragm: Shear Diaphragm values are outside the scope of this report. FLS 11651 13 R3•OCTOBER 5, 2017 KUHN ENGINEERING, LLC 1200 CLINT MOORE RD. SUITE_9, BOCA RATON, FL 33487 •FL COA#30464 OFFICE COPY ..."'Nev :\ Gulf • . • 5VCRIMP 26 GA. 5VCRIMP ROOF PANEL OVER 15/32" PLYWOOD FLORIDA PRODUCT APPROVAL NO. 11651.13 R3 Design Procedure: For roofs within the parameters listed on the load table, fastening pattern must at a minimum meet those listed for the applicable wind zone. For all roofs outside the parameters listed on the load table, design wind loads shall be determined for each project in accordance with FBC 2017 Section 1609 or ASCE 7-10 using allowable stress design. The maximum fastener spacing listed herein shall not be exceeded.This evaluation report is not applicable in High Velocity Hurricane Zone. Refer to current NOA or HVHZ evaluation report for use of this product in High Velocity Hurricane Zone. FL4 11651 13 R3•OCTOBER 5,2017 • JKUHN ENGINEERING, LLC 1200 CLINT MOORE RD. SUITE 9, BOCA RATON,FL 33487 •FL COA#30464 OFFICE COPY fN' Gulf SUPPLY & MANUFACTURING 5. vc R m p 26 GA. 5VCRIMP ROOF PANEL OVER 15/32" PLYWOOD FLORIDA PRODUCT APPROVAL NO. 11651.13 R3 ENGINEER LOAD TABLE: 26 Ga. 5VCrimp Roof Panel over 15/32" Plywood Buildings having a Roof Mean Height < 20'-0"; Roof Slope: 2"/12" - 12"/12" Gable or Hip Roof; Wind Speeds 120- 180mph, Exposure C, Risk Category II, Enclosed Building, based on Florida Building Code 2017. 120 130 140 150 160 170 180 WIIND FASTENER SUBSTRATE SPEED (MIN.1/4" (MIN.15/32") ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER Penetration) SPACING SPACING SPACING SPACING SPACING SPACING SPACING • ZONE 1 #9-15x1.5" Plywood 16"TYPE 1 16"TYPE 1 16"TYPE 1 16"TYPE 1 16"TYPE 1 16"TYPE 1 16"TYPE 1 ZONE 2 #9-15x1.5" Plywood 16"TYPE 1 16"TYPE 1 16"TYPE 1 16"TYPE 1 16"TYPE 1 16"TYPE 1 16"TYPE 1 ZONE 3 #9-15x1.5" Plywood 16"TYPE 1 16"TYPE 1 16"TYPE 1 16"TYPE 1 16"TYPE 1 16"TYPE 2 16"TYPE 2 1.) PANEL DESCRIPTION: 5V CRIMP, MIN. 26 GA., GRADE 80, 24"COVERAGE. 2.)PANEL FASTENER:#9-15X1.5" HWH WITH SEALING WASHER W/MIN. 1/4" PENETRATION. 3.) MAXIMUM ALLOWABLE PANEL UPLIFT PRESSURE:-94.25 PSF@ 16" O.C. FASTENER SPACING TYPE 1 FASTENER PATTERN,-131.0 PSF @16" O.C. FASTENER SPACING TYPE 2 FASTENER PATTERN BASED ON TAS 125, UL 580/UL 1897 TESTING. 4.) PLYWOOD DECKING: MIN.15/32" THICK PLYWOOD MUST BE DESIGNED IN ACCORDANCE WITH FLORIDA BUILDING CODE 2017. 5.) ROOF SLOPE:ON ROOF SLOPES LESS THAN 3:12, LAP SEALANT MUST BE USED IN PANEL SIDE LAPS. 6.)LOAD TABLE BASED ON WIND PRESSURES CALCULATED PER ASCE 7-10(KD=0.85) MULTIPLIED BY 0.6 PER FLORIDA BUILDING CODE 2017. .ZONE 2 HIP ROOF a. Note:Dimension(a)is defined as 10%of the minimum width of the building or ZONE 3 ,'a 40%of the mean height of the roof,whichever is smaller,however,(a)cannot be less than either 4%of the minimum width of the building or 3 feet. RIDGE TYPE 1 FASTENER PATTERN . " \(‘1) #9-15 x 1-1/2" HWH w/Sealing Washer • ZONE1 \i ---12"-- r' -12"-- —r - - • EAVE At Panel Lap-- ZONE ap—ZONE 2 GABLE ROOF a a TYPE 2 FASTENER PATTERN RIDGE -(1) #9-15 x 1-1/2" HWH w/Sealing Washer a : ,r-2" ir 9.5" dr2' ZONE 1 r#1— ZONE 3 EAVE FL# 11651.13 R3•OCTOBER 5,2017 PRODUCT EVALUATION REP • - JKUHN ENGINEERING, LLC 1200 CLINT MOORE RD. SUITE 9, BOCA RATON, FL 33487 •FL COA#30464 OFFICE COPY, ,.. :\ 41iL %Abu ., u. 1AM)116. 5VCRIMP 26 GA. 5VCRIMP ROOF PANEL OVER 15/32" PLYWOOD FLORIDA PRODUCT APPROVAL NO. 11651.13 R3 TYPE 1 FASTENER PATTERN 1 ) #9-15 x 1 -1 /2" HWH w/Sealing Washer N(t 12" 4r 12" 4r At Panel Lap / TYPE 2 FASTENER PATTERN (1 ) #9-15 x 1 -1 /2" HWH w/Sealing Washer \ II •r-- 2 #4r 9.5" 44r2 I 9.5" 4r2" 1 „,,„ , , .L. . , wo,„ ,,% .c.):•• s''.•,A/4"; .. ', *: No. 75519 .. :..3 ___-- * ----------? s...%•.. STATE OF ••1:4-": e AN•. A', • 44/ss 01R101'• •• ,\'‘</,, ;515; ' IL it-, /05/2017 EDI 11651 13 33 •OCTOBER 5,2017 . . DKUHN ENGINEERING, LLC 1200 CLINT MOORE RD. SUITE 9,BOCA RATON,FL 33487 •FL COA1/30464