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55 SHERRY DR -ROOF20-0023 rf!.%1i`,:, City of Atlantic Beach APPLICATION NUMBER :s * Building Department (To be assigned by the Building Department.) in 800 Seminole Road \�0�� ���/��� �.� //// Atlantic Beach, Florida 32233-coab.u5445 , BE Phone(904)247-5826 • Fax(904)247-5845 .3/ I Z /Z_c �;i yr Email: building-dept@coab.us 3 Date routed: f/ City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: SS St-AE-Kg.L[ 6 ( Department review required Yes..No Building r/ Applicant: LA Rmm E-(Z, l L 11A (-. ROOP-C JI,‘, riing Tree Administrator Project: IVN E.C R L. R_Oo 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: pproved. ❑Denied. ['Not applicable (Circle one.) Comments: f1) V 9� BUILD , - PLANNING &ZONING 313V/2v Reviewed by: Date: TREE ADMIN. Second Review: ['Approved as revised. ['Denied. ['Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ['Approved as revised. ['Denied. ['Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 ,'"1''r•,, Building Permit Application OFFICE COPY 1 fiJpdoted 10/9/18_ ay y', City of Atlantic Beach Building Department **ALL INFORMATION '.;;,,u,t J---, 800 Seminole Road, Atlantic Beach, FL 32233 HIGHLIGHTED IN GRAY Phone: (904) 247-5826 Email: Building-Dept@coab.us I�_ oFZ-0 IS REQUIRED. Job Address: 3S ' i-e,-r 1 �` Permit Number: �5 t9�o �7 ���3 Legal Description c ) ,IS " o)q E , r,) fJ /9-1-1...j,C /9T LQ, 2S, 1G RE# /6 `17.s 6, - C) PT G4,1„.. be-e I,c).w eraoF teCci 0/Ki .r /8808 - a 3$7 o/ka Valuation of Work(Replacement Cost)$,91,, oc.'.oc eated/Cooled SF Non-Heated/Cooled • Class of Work: RI‘w ❑Addition ❑Alteration ERepair ❑Move ❑Demo EPool ❑Window/Door • Use of existing/proposed structure(s): OCommercial esidential • If an existing structure, is a fire sprinkler system installed?: ❑Yes 10 • Will tree(s) be removed in association with proposed project? ❑Yes must submit separate Tree Removal Permit) 1-Pto Describe in detail the type of work to be performed: ,e4.A I koO T .ri, I I Florida Product Approval#/ g`-G 7 I(s/. • d- 23 u~`���'('�-'^" I-;�To S_� I Tor multiple products use product approval form Property Owner Information Name Air ,4 3 Ve„-kwe LL(_ Address / 73 Y _fie./vc AA__c, ,—,, City 04-LG.. k. (3„1-, State /Z. Zip 3113) Phone (4'0(4) 8 / 3- 3(6 E-Mail Owner or Agent(if Agent, Power of Attorney or Agency Letter Required) Contractor Information Name of Company 1/�_,,,,..,.� ,,{ e.t.a hti Qualifying Agent 0,-,44,0— A fes-. Address/'i1a'( ©u.l, .,dState F( (3! Sk l9 - 38� City ��x Q�L, sta Zip / a.10 Office Phone (V)(4) 746- f/y 4 Job Site Contact Number (96.41 J 1O - a,r,r1 J State Certification/Registration#r(C 13'�Rq'3 E-Mail a, ,. ,, , „<e Architect Name& Phone# 7 ��o �` ~'�`" ' ' Co Engineer's Name& Phone# Workers Compensation Insurer 66t r4,krI C a,,,wl OR Exempt ❑ Expiration Date ig` ,',,- 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 0 OBTAIN FINANCING, CONSULT WITH YOUR LEND ' QR AN ATTORNEY BEFORE REpRDING YOUR OTICE OF MENT (Signature of Owner or Agent) (Signature of Contractor) Signed and sworn to(or affirmed)before me this I - day �toff.1 Signed and sworn to(or affirmed)"before me this ('a day of '�U f -r LV' , �C},by V ' r , r`_£ A- -F• 1I Sy ` ICU-rcV1 ,a Dat) 1e(�, by .'-\ito t, • -1-8C c /-k (Si a re of otary)______ AIIKIP • ...',V',. JENNIFER JOHNSTON -':*P'%;,,, JENNIFER JOHNSTON 1 '=4'•.• ;y , _4': ' 4' - ,� - COMMISSION 4 GG 042984 .a MY COMMISSION#GG 042984 -k: 1tlM'' `*- EXPIRES:October 27,2020 [ ersonally Known OR =+N ,,,,„•.,‘ +: [ ]Personally Known OR '=.-";,,"•,14-LW n` EXPIRES:October 27,2020 , +•o [ ) Produced Identification •.,.•P,. q Bonded Thru Notary Public Underwriters F ; �,, ♦ roduced Identification .,o F „ Bonded Thru Notary Public Underwrlers Type of Identification: _J Type of Identification: C i- 11.211=16111117 k t 111' )Cir ., 11111Erri: FLORIDA PRODUCT APPROVAL Gulf Coast SUPPLY & MANUFACTURING - TM , , ir 0.032" ALUMINUM GULL! 16" WIDE ROOF PA EL OVER 15/32" PLYWOOD FLORIDA PRODUCT APPROVAL NO. 11651.2 R3 Product Evaluation Report GULF COAST SUPPLY& MANUFACTURING, LLC. 3 v NI • 0.032"Aluminum GulfLokTM 16" Wide Roof Panel over 15/32" Plywood 0 -JUao Florida Product Approval #11651.2 R3 , O w o a ui Florida Building Code 2017 , � U a 0 a Per Rule 61 G20-3 L w - a 0 s\A4s, Method: 1 -D 0O cog O a Category: Roofing co O -- w Subcategory: Metal Roofing "' d cc w Compliance Method: 61G20-3.005(1)(d) 0 w } a m • 1.— Ili 5 0 NON HVHZ ", 111 V N v 5 cc w W 5 Product Manufacturer: cc cc w Gulf Coast Supply & Manufacturing, LLC. 14429 SW 2nd Place, Suite G30 '"""'' Newberry, FL 32669 .o 14, ... ..... 0CENs'titi . Engineer Evaluator: ='�' No, 75519 Dan Kuhn, P.E. #75519 * �. Florida Evaluation ANE ID: 10743 �'. STATE of Q, '-07FSA` oR1DP '••N‘k. Validator: S;ONAL ENG'1‘0/D�/201j Locke Bowden, P.E. #49704 9450 Alysbury Place Montgomery, AL 36117 Contents: Evaluation Report Pages 1 - 5 OFFICE CO PY, FL#11651.2 R3•OCTOBER 5,2017 Approved By Permit Desk Building Department PRODUCT EVALUATION REPORT City of Atlantic Beach, FL J KUHN ENGINEERING, LLC 1200 CLINT MOORE RD. SUITE 9, BOCA RATON, FL 33487 • FL COA #30464 JOB COPY 714Nerri\ LORIDA PRODUCT APPROVAL GulfCoast GUIOKTM SUPPLY & MANUFACTURING • - � 0..032"ALUMINUM UULFLQK 16 W DE ROOF PANEL,QV '.15 32".PLYWOOD FLORIDA PRODUCT APPROVAL NO. 11651.2 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: GulfLokTM, 7/8" Nailstrip Roof Panel, Minimum 0.028" Aluminum, Maximum 16" Coverage, Roof panel restrained with fasteners into minimum 15/32" 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. Panel Dimension(s): Thickness: 0.028" Minimum Width: 16" Coverage Maximum Female Rib: '/8" Tall Male Rib: 3/" Tall Rib with Slotted Strip Panel Seam: Snap Lock Panel Seam Sealant: Titebond Weathermaster Metal Roof Sealant apply Y4"-5A6" diameter continuous bead on the male rib for Assembly B only. Panel Fastener: Through Panel Slot: (1)#10-12x1" Pancake Type A 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 52.5 psf 116.0 psf Sealant on Male Rib NOT USED USED FL#11651.2 R3•OCTOBER 5,2017 PRODUCT EVALUATION REPORT FoKUHN ENGINEERING, LLC 1200 CLINT MOORE RD. SUITE 9, BOCA RATON. FL 33487 • FL COA #30464 JOB COPY v..144irk FLORIDA PRODUCT APPROVAL Gulf Coast 41:4;LSUPPLY & MANUFACTURING L KTM 0.032" ALUMINUM GULFLOK r 16" WIDE ROOF PANEL OVER 15/32" PLYWOOD 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 61G20-3. 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. 117-0337T-10 Dated 03/07/2011 2. Certificate of Independence By Dan Kuhn, P.E. (FL#75519)(0 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. 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. FL#11651.2 R3•OCTOBER 5,2017 PRODUCT EVALUATION REPORT JKUHN ENGINEERING, LLC 1200 CLINT MOORE RD. SUITE 9, BOCA RATON, FL 33487 • FL COA #30464 JOB C FLORIDA PRODUCT APPROVAL GulfCoast ,UPPLY & MANUFACTURING T 10KTM 0.032" ALUMINUM GUL,FLOK 16" WIDE ROOF PANEL OVER 15/32" PLYWOOD FLORIDA PRODUCT APPROVAL NO. 11651.2 ' 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#11651.2 R3•OCTOBER 5,2017 • PRODUCT EVALUATION REPORT KUHN ENGINEERING, LLC 1200 CLINT MOORE RD. SUITE 9, BOCA RATON, FL 33487 • FL COA#30464 .. JOB COPY7NNtrx a ENGINEER'S LOAD TABLE SPEC Gulf Coast SUPPLY & MANUFACTURING ': .. . 4114 - . lia..04=j1111L.. Ime . . . • 0 KTM .,.L.. -.. 0.032" ALUMINUM GUL_.. • ?"' 16" WIDE ROOF PANEL OVER 15/32" PLYWOOD FLORIDA PRODUCT APPROVAL NO. 11651.2 R3 ENGINEER LOAD TABLE: 0.032"Aluminum GulfLokTM 16" Wide 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.(MIN.1/4" 15/32") ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER Penetration) SPACING SPACING SPACING SPACING SPACING SPACING SPACING CDX ZONE 1 #10-12x1" PLYWOOD Assembly A Assembly A Assembly A Assembly A Assembly A Assembly A Assembly A CDX ZONE 2 #10-12x1" PLYWOOD Assembly A Assembly A Assembly A Assembly A Assembly B Assembly B Assembly B CDX ZONE 3 #10-12x1" PLYWOOD Assembly A Assembly B Assembly B Assembly B Assembly B Assembly B Assembly B 1.)PANEL DESCRIPTION: GULFLOKTM, MIN. 0.028" ALUMINUM, 7/8" RIB, 16" MAXIMUM COVERAGE, SNAP SEAM. 2.)PANEL FASTENER:THROUGH PANEL SLOT: (1)#10-12X1"PANCAKE TYPE A, '/a" MIN. PENETRATION THROUGH PLYWOOD. 3.) MAXIMUM ALLOWABLE PANEL UPLIFT PRESSURE:ASSEMBLY A: 52.5 PSF PANEL FASTENERS AT 51/,"O.C.;ASSEMBLY B:1 16.0 PSF PANEL FASTENERS AT 5'/a"O.C. WITH 1/4"-5/6" DIAMETER CONTINUOUS BEAD OF TITEBOND WEATHERMASTER METAL ROOF SEALANT ON THE MALE RIB. PRESSURE BASED ON UL 580/UL 1897 TESTING BY FORCE ENGINEERING&TESTING. 4.)PLYWOOD DECKING: MIN. 15/32" THICK,APA RATED PLYWOOD, GRADE C-D. MUST BE DESIGNED IN ACCORDANCE WITH FLORIDA BUILDING CODE 2017. 5.)LOAD TABLE BASED ON WIND PRESSURES CALCULATED PER ASCE 7-10(KD=0.85)MULTIPLIED BY 0.6 PER FLORIDA BUILDING CODE 2017. ZONE2 HIP ROOF a Note:Dimension(a)is defined as 10%of the minimum width of the building or Al zONE 3 1 1 40% of the mean height of the roof,whichever is smaller, however,(a)cannot be ■' . —'a less than either 4%of the minimum width of the building or 3 feet. 1 ^ ASSEMBLY A RIDGE / ,' 16" COVERAGE1T -- -- / / ZONE \\\\� � I --( EAVE ZONE GABLE ROOF - 1 #10-12 X 1"TYPE A PANCAKE !i i --1a SPACING: SEE UPLIFT TABLE ' RIDGE ASSEMBLY B 1 – ' ta k___1/4"-5/16" DIAMETER BEAD OF TITEBOND SEALANT a ,1 1 it ZONE 1 1 i 4 (1) #10-12 X 1"TYPE A PANCAKE SPACING: SEE UPLIFT TABLE ZONE3 EAVE FL#11651.2 R3•OCTOBER 5,2017 PRODUCT EVALUATION REPORT JKUHN ENGINEERING, LLC 1200 CLINT MOORE RD. SUITE 9, BOCA RATON, FL 33487 • FL COA #30464