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328 5th St ROOF19-0038 Metal ROOF NON SHINGLE PERMIT PERMIT NUMBER CITY OF ATLANTIC BEACH ROOF19-0038 ISSUED: 5/1/2019 800 SEMINOLE ROAD EXPIRES: 10/28/2019 ATLANTIC BEACH. FL 32233 111�11�11�ppiii�111�� :I ,R�� , 11 , ME21=1111 MI ; ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILU-r;q- CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES . ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY. FNOTICE: In addition to he requireme.nts of th.i5,permit,there may be additional restrictions applicable to this property .a". 0 r Is of' IS mm" "'m Y e 8 that may In the U Ic to. that may be found in the public records of thm county,and there may be additional permits required from other P m Y g g'v.mm'.t.I ot tos Su a S at., ..S. m stncts,State g " overnmental entities such as water manosement districts,state agencies,or federal agencies. JOB ADDRESS: PERMIT TYPE: DESCRIPTION: VALUE OF WORK: 328 5TH ST ROOF NON SHINGLE METAL ROOF $7000.00 TYPE OF REALESTATE ZONING: BUILDING USE SUBDIVISION: CONSTRUCTION: NUMBER: GROUP:- 1698340000 ATLANTIC BEACH COMPANY: ADDRESS: CITY: STATE: ZIP: HAMMER TIME ROOFING 14286 Beach Blvd JACKSONVILLE FL 32250 OWNER: ADDRESS: CITY: STATE: ZIP: PAULKJOSEPHL 9839 HEACKSCHER DR JACKSONVILLE FL 32226 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 lNSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. LIST OF CONDITIONS Roll off container company must be on City approved list. Container cannot be placed on City right-of-way. FEES DESCRIPTION ALLUUNI I BUILDING PERMIT 455-WOO-322 1000 0 $9000 BUILDING PLAIN CHECK 45S WOO 122 1001 a $45,00 STATE OHRE SURCHARGE 455-00(o 208-0700 0 $2.03 STATE OCA SURCHARGE 4s5 onnn�LR-nem 0 $2.00 TOTAL:$139.03 issued Date:S/1/2019 1 of 2 City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department 800 Seminole Road Atlantic Beach,Flonda 32233-5445 K(2 3�F - Phone(904)247-5826 Fax(904)247-5845 Date muted: !A /7-9 E-mail: building-dept@wab.us City web-site: httP:/&vmvcoab.us APPLICATION REVIEW AND TRACKING FORM Property Address: -ZE� Depa[tment review re uired _Y_es_J_No� lann,ng &Zoning re Adrm "that., Applicant: q 1--'M mr4z IV\ ELP 0 1-( Planning &-Zoning Project: -.T a L Do Public Works I U I Public Utilities Public Safety Fire VSeNims R v, -M Other Agency Review 0 Pe It Required Review or Receipt Date r mr of Permit Verified By Florida Dept of Environmental Protection pt bon g Flonnda Dept.of Transportation St Johns River Water Management District :W Any Corps of Engineers Division of Hotels and Restaurants D,v r. . To ivision of Alcoholic Beverages and�b Din Other: APPLICATION STATUS Reviewing Department First Review: 9�pproved. E]Denied. DNot applicable (Circle one.) Comments: :BUl UDIDN_Q PLANNING &ZONING Reviewed by:— Datey.30,9701 TREE ADMIN. Second Review: E]Approved as revised. E]Denied.v [-]Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date:— FIRE SERVICES Third Review: E]Approved as revised. DIDenied. E]Not applicable Comments: Reviewed by: Date:— Revised 051191207 &)r,n n, or(m i oi - 0063 Building Permit Application OFFICE City of Atlantic Beach Building Department C 0 Py1P6'AULUIN�ZdR1M01A9TICN 800 Seminole Road, Atlantic Beach, FL 32233 HIGHLIGHTED IN GRAY Phone: (904) 247-5826 Email: Building-Dept(ftoati.Lis 15 REQUIRED. Job Address: $a% ffig'�- -PermitNumber: Legal Description Akwkir- lervek Lob 11�13 Elk L RE# 1LOTALl- 0006 Valuation of Work(Replacement Cost)$ :�, DIM Heated/Cooled SF_Non-Heated/Cooled_ • ClassofWork: ONew OAddition IXAlteration DRepair OMove ODemo []Pool 0WIndow/Door • Use ofexisting/proposed structure(s): OCommercial TResidential • If an existing structure,Is afire sprinkler system installed?: 0YeS ONo • Will tree(s)be removed in association with proposed proiect?OYes(must submit separate Tree Removal P mit No Describe In detail the type of work to be performed: M,0 (ht'A-c') (Lo 0 A'o -rf C>4 / 0. 3'D- A lu-�t�'� S�r'n 6 S-ca Florida Prod uct Approva I# I I� �, - W'5 for multiple products use product approval form Property Owner Information Nann Address "%A iif 9--fin gjLf�L y:,�41 ��k, �St.le Zip Qa?, Phone E-Mail Owner or Agent(if Agent,Power of Attorney or Agency Letter Required) Contractor Information NameofCompany- ILLC Qualifying Agent kn &-�4'cuj' 1;t r S :'� -)5-D Address 14%16 le,h 'skll AL 9_I"b Ciiy_TApA5?� If Stale �-L Zip WX Office P tact Number State Certification/Registration If-CCC I 2.�kCf,q X 5 E-Mail Architect Name&Phone If Engineer's Name&Phone# Workers Compensation Insurer i OR Exempt 0 Expiration Dat Application is hereby made to obtain a permit to do the work and nstallations as indicated.I certify that no work or installation has commenced prior to the issuance ofa 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 permiL there maybe additional restrictions applicable to this property that maybe found in the public records of this county,and there maybe additional permits required from other governmental entities such as water management distdcus,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 N ATT Y BEFORE I RE��A`IDT�JOF COMMENCEMENT. �t� ZZ7 7====-- (Signature of Owner or Agent) 'ISIgnature 3T75atracton S', ned pnd s,;% to( r M d)before me ornto(oraffirm I efore thl; day of this da of ne 2-!E� rd sw IC9 by ^=MK rect by M Ll V) . ....... A EYXPI otary) natu of Ar" SWOD.Ma - I P onally Known OR X-3 Personally KnoT �7od'ucecl identificatio7p( I, _ ; MY C L y'q'� (1�6 V( ;;w 8 4' M 3 Produced Id.ent ESHERGE13 i. '' Id Sal #FF9MI Type of Identification: Type of Idenfill a "I FLORIDA PRODUCT APPROVAL Gul 'C LOK TM OIL 1 0.032" ALUMINUM GULFLOK" 16" WIDE ROOF PANEL OVER 15/32" PLYWOOD OFFICE COPY Product Evaluation Report GULF COAST SUPPLY& MANUFACTURING, LLC- W L) z 0.032- Aluminum GulfLokl- 16- Wide Roof Panel over 15132'PlywooqS x � z -.1 0 (L z n Lu Florida Product Approval #11651.2 R3 0 M 20 i2 Florida Building Code 2017 0 0 < Do C) Per Rule 61 G20-3 zxz Method: 1 -1) rj 0 Category: Roofing U. LL W 0 cc n Subcategory: Metal Roofing �: W W W mm Compliance Method: 6lG20-3.005(l)(d) wn NON HVHZ W W UJI > X W Product Manufacturer: x i F 6) Gulf Coast Supply & Manufacturing, LLC. 14429 SW 2nd Place, Suite (330 NevvberrN� FL 32669 ......... Engineer Evaluator: Z*: No. 75519 Dan Kuhn, RE. #75519 Florida Evaluation ANE ID: 10743 STATE OF Validator: "'0/ ....... ,,,OIVAL S Locke Bowden, RE. #49704 9450 Alysbury Place Montgomery, AL 36117 Contents: Evaluation Report Pages 1 -5 FL# 11651�2 R3-OCTOBER 5,2017 PRODUCT EVALUATION REPOO�RT KUHN ENGINEERING, LLC 1'00 CLINT MOORE RD. SUITE 9, BOCA RATON, FL 33487 - FL COA�30464 -1WEMAIM-DUCT APPROVAL Gwivcmt TIM LOK 0.032" ALUMINUM Gi 1 16" WIDE ROOF PANEL OVER 15/32" PLYWOOD OFFICE COPY 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,7/6" Nailstrip Roof Panel, Minimum 0.028" Aluminum, Maximum 16" Coverage, Roof panel restrained with fasteners into minimum I'/.- 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: 1/6" Ta I I Male Rib 'A" Tall Rib with Slotted Strip Panel Seam: Snap Lock Panel Seam Sealant: Titebond Wearthermaster Metal Roof Sealant apply Y.--%- diameter continuous bead on the male rib for Assembly B only. Panel Fastener: Through Panel Slot: (1)#10-12xl" PanciikeType A 1/4" Minimum Penetration through Plywood. Corrosion Resistance: Per Florida Building Code 2017, Section 1506.6, 1507.4.4 Substrate Description: Minimum IV." 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" Panel Assembly I A B Maximum Total Uplift Design Pressure 152,5 psf 116 0 pst USED FL#11651.2 R3-OCTOBER 5r 2017 PRODUCT EVALUATION REPORT KUHN ENGINEERING, LLC 1200 CLINT MOORE RD. SUITE 9, BOCA RATON, FIL 33487 - FL COA#30464 FLORIDA PRODUCT APPROVAL Gul Oa�t '9 S.PPLY & MANUFACTURING 4 TM LOK 1 0 032 ' ALUMINUM —961� E 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. 11 7-0337T-1 0 Dated 03/0712011 2. Certificate of Independence By Dan Kuhn, RE. (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 ILL 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. FUI 116511 R3-OCTOBER 5,2017 PRODUCT EVALUATION REPORT KUHN ENGINEERING, LLC 1100 CLINT MOORE RD. SUITE 9, BOCA RATON,FL 33487 - FIL COA #30464 FLORIDA PRODUCT APPROVAL Gulf0a�t "11 SUPPLY & MANUFACTURING TM LOK 0 0.032" ALUMINUM GULFLOK 16" WIDE ROOF PANEL OVER 15/32" PLYWOOD OFFICE COPY 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 F8C 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 VeloIcity 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 OFFICE COPY ENGINEER'S LOAD TABLE SPEC Gulf0a�t "i SUPPLY & MANUFACTURING LOK TM 0.032" ALUMINUM GULFLOK 16" WIDE ROOF PANEL OVER 15/32" PLYWOOD ENGINEER LOAD TABLE: 0.032"Aluminum GulfLokTM 16"Wide Roof Panel over 15132" Plywood Buildings having a Roof Mean Height s 20'-0"; Roof Slope: 2"/12" - 12"/12" Gable or Hip Roof; Wind S- 180nnph, Exposure C, Risk Categcry Ii, Enclosed Building, based on Florida Building Code 2017 pill 120 130 140 150 160 170 180 FASTENER WIIND SUBSTRATE " ;N ON (MIN,11V (MIN.1532') ONGENIMMIt ONCENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER SPEED SPA"TEN ..C, E Penetration) smaNG SPACNING SPACING SPACING SPAClIGtSPACIITG SPACING ��Kkr ODX 4swrtblyA MwmblyA Assembly A AssemblyA Assemi AssemblyA AssernblyA PLYWOOD ZONE2 #10-12.1" COX PLYWOOD Assembly A Assembly A Assembly A Assembly A Assembly 8 Assembly 0 Assembly B CDX bly 0 A #10-12xl" -y 0 AiNsinbly F ',iUssembly 0 Assimobly B Assembly B ZONE 3 _1 I =bly Ill 1.)PANEL DESCRIPTION:GULFLOKI-, MIN.0.028-ALUMINUM, 7/8" RIB, 16" MAXIMUM COVERAGE,SNAP SEAM. 2.)PANEL FASTENER: THROUGH PANEL SLOT.(1)#10-12XI"PANCAKE TYPE A,Y4j' MIN.PENETRATION THROUGH PLYWOOD. 3.)MAXIMUM ALLOWABLE PANEL Lli PRESSURE:ASSEMBLY A:52.5 PSF PANEL FASTENERS AT 5%'O.C.;ASSEMBLY B:116.0 PST PANEL FASTENERS AT 5W O.C.WITH A"-%6" DIAMETER CONTINUOUS BEAD OF TITEBOND WEATHERMASTER METAL ROOF SEALANT ON THE MALE RIB, PRESSURE BASED ON UL 58011.11 1897 TESTING BY FORCE ENGINEERING&TESTING. Q PLYWOOD DECKING:MIN.'%"THICK,ARA RATED PLYWOOD,GRADE C-D.MUST BE DESIGNED IN ACCORDANCE WITH FLORIDA BUILDING CODE 201T 5.)LOAD TABLE BASED ON WIND PRESSURES CALCULATED PER ASCE 7-10(KD=0.85)MULTIPLIED BY 0.6 PER FLORIDA BUILDING CODE 2017� 1 40 ON CENTER C SPACING Assembly A A .s'em"'A A Assesilibly B HIP A00F Note:Dimension(a)is defined as 10%of the minimum width of the building or ',eDNE Z ME3, 410%of the mean height of the roof,whichewer is smaller.however,(a)Cannot be ----- ---------- less then either 4%of the minimum width of the building or 3 feet. < ASSEMBLYA —1 6N COVERAGE ME I *10�12 X 11'TYPE VPEAPANCAK�F � ME2 GABLE 1116, SPACING:SEE UPLIFT TABLE ----- ---------- ASSEMBLY B ---\--2L-7-------j Ell I14'-W16"DIAMErER BEAD OFTITEBONDSEALANT' ------ ---- --------------------- KE7:E7a� SPACING: SEE UPLIFT TABLE \_NME FLO 11651.2 R3-OCTOBER 5,2017 PRODUCT EVALUATION RE KUHN ENGINEERING, LLC 1200 CLINT MOORE RD. SUITE 9. ROCA RATON. Ft. 33487 - F[ at,of 0�1 r, 06, cry Of No rj,*�) R es� j 9- Whom It OF COMMENCEMENT t) 1,Umdr,, ayconcent. T..F.II-N- .the"on,eled he by I.cfO, 0 0110 �gal oe 0 Statut,e ,�o �lpti.,P, thefolne U 0 atl Property or di P%rm ti�, -ddr...Of Or Pstat bnthbNnCE0FCOM ENCCMEOT Prop i1ri d,,,, "be, invio,of re g "I"Wed ly CPP`�mx.ts:: 31ncr 3wnet,c interest Fee Simple ntle,in site Ofth,mpro�ern Add�ss-— 0�7- Older Name: Contr.ctor: elephorl Y"IK414 rdy� Fax N.: rety(if any) 'end 5 Address: Telephone No: Fax NO: rovereents me and address of any person making a loan for the c-c,tr.cfl-O Ofth-Pep Name: Address: Fax NO: Pon lh.rc notices or other Phone NO:--------------� mself,designated by-Orl"u Name of person within the State of lend.,Other than P, �---—�,) be served,NarI 72316" Address:— UJ r�0 ,9FwN-.Z�� Telephone P�V'19ACII—r 0 rive 3 copy of he Lnor s Not'( . ales 'he f.11--ing person to 'ec himself, Owner des.gn t owner's Option) In addition to (FIlIm a 13.06(2)(b).Florida Name:: Address: Fax No: Telephone NO:------------ t�(t o expiration date is One(11 year from the date Of feco"Eng uf�" ..,"tion date Of Not.ce Of Conce,enceme OWNER it I ,ified):: 1p FOR FECORDER'S USE NLY Signed 1ft T141S SPACE d.y.f Before- is page 2177. h orrat,appeared OV,18721 90324.OR V Ommtssion expines� I 1 19 09,1ANICUITCOUPTOUVAL P."OnallylenOW': 03,19- LL CLeFIKOR Produced Identification: t IE Fus