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1500 MAYPORT RD ROOF23-0014 ROOF NON SHINGLE PERMIT PERMIT NUMBER JS s CITY OF ATLANTIC BEACH ROOF23-0014 ISSUED: 2/16/2023 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 EXPIRES: 8/15/2023 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: 1500 MAYPORT RD ROOF NON SHINGLE METAL ROOF $30000.00 TYPE OF REAL ESTATE ZONING: !! BUILDING USE SUBDIVISION: CONSTRUCTION: NUMBER: I GROUP: 172053 0030 SECTION LAND COMPANY: ADDRESS: CITY: STATE: ZIP: RO BROTHERS 155 E. Levy Road Atlantic Beach FL 32233 ROOFING, INC OWNER: ADDRESS: CITY: STATE: ZIP: ALTLANTIC BEACH 1 PICKWICK PLAZA 3RD FLOOR GREENWICH CT 06830 EXPRESS WASH LLC 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. LIST OF CONDITIONS Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. 1 BUILDING ROOF IN-PROGRESS INSPECTION REQUIRED INFORMATIONAL Notes: a.\tThe roof sheathing for all new construction must remain uncovered until the Roof Sheathing Inspection is approved.\r\r b.\tAll roofing projects require an In-Progress Inspection.\r\r c.\tSheathing installation and replacement guidelines per APA.\r\r d.\tUnderlayment must conform to FBC-R Table 905.1.1\r\r e.\tShingles must conform to ASTM 03161 G or H,or ASTM D7158 F\r\r Issued Date:2/16/2023 1 of 2 ..rt % ROOF NON SHINGLE PERMIT PERMIT NUMBER °J '' CITY 800 SEOF ATMLINOLEANTIC ROAD BEACH ROOF23-0014 ' ISSUED: 2/16/2023 c"'401119%' ATLANTIC BEACH. FL 32233 EXPIRES: 8/15/2023 2 BUILDING NOTICE OF COMMENCEMENT INFORMATIONAL Notes: No inspections may be scheduled until a copy a recorded Notice of Commencement has been submitted to the Building Department 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:$315.19 Issued Date:2/16/2023 2 of 2 "0-:'''/f . Building Permit Application Updated 10/9/18 4. , .,. ,; Cityof Atlantic Beach BuildingDepartment P **ALL INFORMATION 'ti. ' 800 Seminole Road, Atlantic Beach, FL 32233 HIGHLIGHTED IN GRAY mfr-"r-,1IS REQUIRED. �-afs�. Phone: (904) 247-5826 Email: 3uilciiii ;-Der: .i►odhu . . Job Address: tU Mitt') fcl_ Permit Number: � �'GC00(r Z 3 -CO 1- Legal Description I7-DS•a91 Sys P GdV1- !df area eh? Oi$-y:-?. y' RE# Valuation of Work(Replacement Cost)$ U©o Heated/Cooled SF ,. y Non-Heated/Cooled • Class of Work: ew ❑Addition ❑Alteration ❑Repair ❑Move ODemo OPool ❑Window/Door • Use of existing/proposed structure(s): Dmmercial ❑Residential • If an existing structure, is a fire sprinkler system installed?: ❑Yes (:)No , • Will tree(s)be removed in association with proposed proiect? ❑Yes(must submit separate Tree Removal Permit) ❑No Describe In detail the type of work to be performed: e i X54_a I I r.-,,.. .1 S/—c mac,` s:-ot,--t �M e'M rcc tOo,� J , Florida Product Approval# 9860, 8 " - for multiple products use product approval form Property Owner Information Name fVt Ic,/,-.L L3P„.c h C-X °"cac t I( 1- Address City .1 pc-rc cl< Frlr„z., 7rr' F/o(.Pr State 'It- Zip 06 E 30 Phone 134 3 (- r9?) 1/,P9) E-Mail /1.4,,ke di br,.ch-exe 4Q:A,/rr.cJap15 aGN 1 CC'.1," Owner or Agent(If Agent, Power of Attorney or Agency Letter Required) Contracts,' In :.,a-tion Name of Compan' ,F e.f)4ei 0 'Amu"( "am wag .e•ualifying Agent _1 C)-!1rx.4eit....Act nts Address i L -Vt i • ity�� State),fit Zip Office Phone 0-t) (Q k- Job Site Contact Number rlrl. f MN- till . [1(, "�(� State Certification/Registration# r ,cRet�E-Mail t Architect Name&Phone# Engineer's Name&Phone# �B I 1.Q.3 Workers Compensation Insurer ��1 � ElIOR Exempt 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 OBTA1kif0 , a • • ITH YOUR LENDER OR 1 , ORNEY BEFORE RECO: v•or- =�_� � ��•lam;., ! i A CEMENT. ` ri�� �`_ (Signatu e of Owner or Agent) (Signature of Contractor) j....,and sworn to( 'r ed befor- • - 41 day of Si • wild sworn to or ffirm d) •efore •e t day of rnecv �c` it — CIA c[ � -_-- It ♦ ��� ' '1 — Signature • .• a'llra • • • ,.�..m% A TONI GINDLESPERGER 1I ,,,,,,,,,, ,, TONI G.NDLESPERGER tP`Y`A ;*. MY COMMISSION#GG 353178 Personally K�' .'r:2.4,1., ,,,,,„ n Ts'•`c.`- MY COMMISSION#GG 353178 �ersonall Known©''' EXPIRES:October 6,2023 y �: EXPIRES:October 6,2023 ( 1 Produced Id O Produced IdentitficatIoo'of° ' Bonded Thru Notary Public Underwriters ' of E nd�d Thru Notary Publlc Underwriters Type of Identificatit�i:''" Type of Identlfi tQln _--- , ._.,.. , , ..,_•000.---00••ifftlim,-1001........... 11 Force Engineering&Testing 19530 Ramblewood Drive Humble,Texas 77338 Phone:(281)540-6603,Fax:(281)540-9966 Website:forceengineeringtesting.com Product Evaluation Report SENTRIGARD METAL ROOFING SYSTEMS ASSOCIATION, INC., an NB HANDY COMPANY SENTRIGARD NS 150H, 24 Ga. 15%" Wide Roof Panel over Plywood Florida Product Approval # 9860.8 R6 Florida Building Code 2020 Per Rule 61G20-3 Method: 1—D Category: Roofing Subcategory: Metal Roofing Compliance Method: 61G20-3.005(1)(d) HVHZ Product Manufacturer: Sentrigard Metal Roofing Systems Association, Inc., an NB Handy Company 65 10th Street Lynchburg,Virginia 24502 Engineer Evaluator: Johnathan Green, P.E.#88223 Florida Evaluation ANE ID: 12901 Validator: Brian Jaks P.E.#70159 Contents: Evaluation Report Pages 1—4 ` ttOttiliiii THIS ITEM HAS BEEN � NTMA d,B�® DIGITALLY SIGNED AND �� - Ire- ... 9,, SEALED BY JOHNATHAN �� ; `e .'�# ° c ` GREEN ON THE DATE _.L a p—b ee223 °•° ._ ADJACENT TO THE SEAL. v t B Ido a iaLLJ ° rg 0 4 e :17PRINTED COPIES OF THIS ‘44, ° DOCUMENT ARE NOT 0BITE OF `�'r, CONSIDERED SIGNED AND e SEALED AND THE '°;`0101\,.` �� \� SIGNATURE MUST BE N, VERIFIED ON ANY SEP 24 2020 /i/jji'4'AL. 1"' �\� ELECTRONIC COPIES. FL#9860.8 R6 _ , (f-7, .... Force Engineering&Testing 19530 Ramblewood Drive Humble,Texas 77338 Phone:(281)540-6603,Fax:(281)540-9966 Website:forceengineeringtesting.com Compliance Statement: The product as described in this report has demonstrated compliance with the Florida Building Code 2020,Sections 1504.3.2, 1518.9, 1523.6.5.2.4. Product Description: Sentrigard NS 150H, 1-1/2" Nailstrip Roof Panel, 24 Ga. Steel, 15 'W' Coverage, Roof Panel restrained with fasteners into APA Plywood decking. Non-structural Application. Panel Material/Standards: Material: 24 Ga.Steel,ASTM A792 unpainted or painted with Valspar Fluropon or ASTM A653 G90 conforming to Florida Building Code 2020 Section 1507.4.3. Yield Strength: Min.50.0 ksi Corrosion Resistance: Panel Material shall comply with Florida Building Code 2020,Section 1507.4.3 Panel Dimension(s): Thickness: 0.024" Width: 151/2" Max Coverage Female Rib: 11/2"tall Male Rib: 3/4'tall rib w/slotted strip Panel Seam: Snap Lock Panel Fastener: Through Panel Slot:(1)#12-11 x 1" Pancake Type A In Pan of Panel:(2)#10-11 x 1" Eclipse Head Type A %"minimum penetration through plywood Corrosion Resistance: Per Florida Building Code 2020,Section 1517.6. Substrate Description: 1) For HVHZ construction,use 19/32"or greater APA Rated plywood or wood plank. In reroofing applications where the deck is less than 19/32"thick(min. 15/32")the attachment of the decking in no case shall be less than 8D annual ring shank nails at 6"O.C.Design of plywood and plywood supports are outside the scope of this evaluation. Substrate must be designed in accordance w/ Florida Building Code 2020. 2)For Non-HVHZ applications,use min. 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. Substrate must be designed in accordance w/Florida Building Code 2020. IGNED AND , �4111i1I1iiii THIS ITEM HAS BEEN �, .4 N /��// SEALED YDIGITALLY SJOHNATHAN `� N+1\•� '. GREEN ON THE DATE �/f •; ADJACENT TO THE SEAL. ° to • A ; w PRINTED COPIES OF THIS r : - DOCUMENT ARE NOT MATEO, CONSIDERED SIGNED AND ..... ,`� : SEALED AND THE —60 `ORii*,'G%\�.1' SIGVERNATURE FIED ON ANY BE SEP 24 2020 l/� t�11',`\\\ ELECTRONIC COPIES. FL#9860.8 R6 .... ..fluill.. Force Engineering&Testing 19530 Ramblewood Drive Humble,Texas 77338 Phone:(281)540-6603,Fax:(281)540-9966 Website:forceengineeringtcsting.com Allowable Design Uplift Pressures: Table"A" Maximum Total Uplift Design Pressure: 78.5 psf 116.0 psf Panel Slot Fastener Spacing: 11"O.C. 6 h"O.C. Panel Pan Fastener Spacing: NA 12"O.C. *Design Pressure includes a Safety Factor=2.0. Code Compliance: The product described herein has demonstrated compliance with The Florida Building Code 2020,Section 1504.3.2, 1518.9, 1523.6.5.2.4. Evaluation Report Scope: The product evaluation is limited to compliance with the structural wind load requirements of the Florida Building Code 2020,as relates to Rule 61G20-3. Performance Standards: The product described herein has demonstrated compliance with: • TAS 125-03 • UL 580-06-Test for Uplift Resistance of Roof Assemblies • UL 1897-2012-Uplift Test for Roof Covering Systems • TAS 100-95-Test Procedure for Wind and Wind Driven Rain Resistance of Discontinuous Roof Systems • TAS 110-00-Accel.Weathering ASTM G 155/Salt Spray ASTM B 117 Reference Data: 1. TAS 125-03: UL 580-94/1897-98 Uplift Test Force Engineering&Testing, Inc.(FBC Organization#TST-5328) Report No.72-0190T-07* 2. TAS 100-95 Farabaugh Engineering&Testing,Inc.(FBC Organization#TST-1654) Report No.T349-07* 3. TAS 110-00:Valspar Fluropon coated metal panel testing A)ASTM G 155 B)ASTM B 117 4. Miami-Dade County Dept.of Regulatory and Economic Resources Board and Code Admin. Div. Notice of Acceptance(NOA) 19-0722.04; Expires 08/25/2025 Sentrigard Metal Roofing Systems Association, Inc. 5. Certificate of Independence By Johnathan Green, P.E.#88223 ®41%1111i/iI,, THIS ITEM HAS BEEN DIGITALLY SIGNED AND \, i.HAN /�-'// SEALED Y JOHNA HAN 1 • ' PIw .....i\ /� GREEN ON THE DATE � ` - ADJACENT TO THE SEAL. NO 89223 6 r * = PRINTED COPIES OF THIS a * = DOCUMENT ARE NOT F.,.. STATE OF CONSIDERED SIGNED AND 1 �` SEALED AND THE / cQRIOP,.'G�c\\� SIGNATURE MUST BE SEP 24 2020 �/� VERIFIED ON ANY i°ii L ,`\\��\ ELECTRONIC COPIES. FL#9860.8 R6 Force Engineering&Testing 19530 Ramblewood Drive Humble,Texas 77338 Phone:(281)540-6603,Fax:(281)540-9966 Website:forceengineeringtesting.com Test Standard Equivalency: 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 1897-2012 test standard. Quality Assurance Entity: The Report Holder has demonstrated compliance with Florida Building Code and Rule 61G20-3.005(3)for manufacturing locations audited by an approved quality assurance entity(Keystone Certifications, Inc—FBC Org ID QUA 1824). A listing of manufacturers authorized by the Report Holder to employ the Florida Product Approvals qualified by this report can be found at http://www.kevstonecerts.com/qa-associsentrigard or by scanning the following QR Code: El El • -10- • . r Minimum Slope Range: 2:12. Minimum Slope shall comply with Florida Building Code 2020, including Sections 1515.2.2 and in accordance with Manufacturers recommendations, Installation: Install per manufacturer's recommended details and RAS 133. Underlayment: Per Manufacturer's installation guidelines per Florida Building Code 2020 Section 1518.2, 1518.3, 1518.4. Fire Barrier: Any approved fire barrier having a current NOA. Refer to a current fire directory listing for fire ratings of this roofing system assembly as well as the location of the fire barrier within the assembly. Fire classification is not part of this acceptance. \411111110o THIS ITEM HAS BEEN ‘ ANN'S //j/ DIGITALLY SIGNED AND • EM� // SEALED BY JOHNATHAN ,;##%"' ♦ •�,, GREEN ON THE DATE / ADJACENT TO THE SEAL. No 88223 • * ; * = PRINTED COPIES OF THIS = DOCUMENT ARE NOT • • s STSiTE OF ;a CONSIDERED SIGNED AND // j • :oil � SEALED AND THE '///� ,�ORIOP•,`� \ VERIFIED SIGNATURE MUST OANY BE SEP 24 2020 �/���A11,1'\�\ ELECTRONIC COPIES. FL#9860.8 R6 ISO 7/.41 - .1 i Force Engineering&Testing 19530 Ramblewood Drive Humble,Texas 77338 Phone:(281)540-6603,Fax:(281)540-9966 Website:forceengineeringtesting.com Shear Diaphragm: Shear diaphragm values are outside the scope of this report. Design Procedure: Based on the dimensions of the structure,appropriate wind loads are determined using Chapter 16 of the Florida Building Code 2020 for roof cladding wind loads.These component wind loads for roof cladding are compared to the allowable pressure listed above.The design professional shall select the appropriate erection details to reference in his drawings for proper fastener attachment to his structure and analyze the panel fasteners for pullout and pullover.Support framing must be in compliance with Florida Building Code 2020 Chapter 22 for steel,Chapter 23 for wood and Chapter 16 for structural loading. *The Test Reports are owned by Metalforming,Inc. Metalforming,Inc.gives the above manufacturer permission to use these test reports. O� ill iiI/0,� THIS ITEM HAS BEEN '10 .r //4 SEALED BY JOHNA THAN N ♦'•., //� GREEN ON THE DATE ADJACENT TO THE SEAL. 8823 s ; * PRINTED COPIES OF THIS % ° ' = r DOCUMENT ARE NOT MATE OF e CONSIDERED SIGNED AND i SEALED AND THE i 6e ,s`.hlQP,°°,. .. SIGNATURE MUST BE �/ ��tRIFIED ON ANY A` �\\ EEECTRONIC COPIES. SEP 24 2020 ��/11/INI111���� FL#9860.8 R6 1-1/2 Inch Nail Strip Panel 15-1/2" Maximum Coverage .299 94° f• � R.138 R.079 R.118 �� 1.417 1.496 R.118 9 9 .472 93° II .748 R.07; __ 1 .248 1.417 .717 .157 —.941 .289 .201 -- \,0111111//0, THIS ITEM HAS BEEN N- .� � ///, DIGITALLY SIGNED AND - / SEALED BY JOHNATHAN t :`1G 'wei%. % / - GREEN ON THE DATE �� .•; ADJACENT TO THE SEAL. s r * = PRINTED COPIES OF THIS DOCUMENT ARE NOT i\ill CO E oF e CONSIDERED SIGNED AND AND THE cORIQP.I/ SEALED SIGNATURE MUST BE � VERIFIED ON ANY SEP 24 2020 �14i �\ ELECTRONIC COPIES. Panel Attachment TYPE 1 FASTENER PATTERN (SEE LOAD TABLE) 15 1/2" 1 t 15/32" PLYWOOD #12-11 x 1" TYPE A PANCAKE © 1 1" O.C. TYPE 2 FASTENER PATTERN (SEE LOAD TABLE) 15 1/2" 1Y" 1Y4" 1Y" 1Y" 1 " 1 I #12-11 x 1" TYPE A PANCAKE ® 6 1/2" O.C. (2) #10-11 X 1" ECLIPSE HEAD © 12" O.C. PER PANEL 15/32" PLYWOOD e,`�f,�����sltl//// THIS ITEM HAS BEEN .\\ 'fitAN SEALED BY JOHNATHAN �� `�6tNE♦.• �j GREEN ON THE DATE •• ' ADJACENT TO THE SEAL. * PRINTED COPIES OF THIS ' = DOCUMENT ARE NOT • BTATEOF �• CONSIDERED SIGNED AND w SEALED AND THE •f' •••!2OR1OP,.`'. �� SIGNATURE MUST BE lost �aiG VERIFIED ON ANY SEP 24 2020 ��//// �A���,```\ ELECTRONIC COPIES. Low Eave Detail r A BEAD OF SILICONE /. TUBE CAULK CONT. CONTINUOUS CLEAT 1 0• #10-12 X 1" PANCAKE HEAD WOOD SCREW W/ #2 PHILLIPS SLOT CREATE PANEL END CLOSCRE Q 6"oc W/ DOW To MOISTURE-CURE SILICONE SEALANT tom_ FIELD HEMMED PANEL 3 END - 1' WIDE LOW PROFILE FASTENER ROOFING FELT - 301 (RI OTHERS) MIN. (BY OTHERS) CONTINUOUS DRIP 'LYWODo ROOF DECK 15/32' CLEAT ( EAVE TRIM I SET CLEAT IN A BIrYLCONTINUOUSBEAD OF BU"YL SEALANT HALF SHEET OF GRACE ICE& WATER SHIELD AROUND EDGE AT SAVE&RAKE ry` 114) \ // THIS ITEM HAS BEEN ‘‘I • SIGNED AND '' i// S AL DL Y ' Y JOHNA HAN '11 • /� GREEN ON THE DATE ff •; i ADJACENT TO THE SEAL. f 4. 88223 f; * = PRINTED COPIES OF THIS * ; DOCUMENT ARE NOT STATE or ; e CONSIDERED SIGNED AND i • SEALED AND THE ••• • (yP,.`�� \`� SIGNATURE MUST BE VERIFIED ON ANY SEP 24 2020 /�h AL ,A\`` ELECTRONIC COPIES. /iJ/IIII%fl � Valley Detail • CREATE PANEL END CLOSURE t W/ DOW.795 MOISTURE-CURE .L- -__..- 6" MIN ----""\ - SILICONE SEALANT II #1 R-12 X 1" PANCAKEI VALLEY TRIM HEAD WOOD SCREW W/ 1/2" .K2 PN UJPSS LOT '1 ' CONTINUOUS _CODER SCREW NEtD CLEAT WITH TUBE CAULK illillati _,ti±I.s...- i % u1 Y yDEAR OF SII ICO1 + \� FIELD 'IEMMEO PANEL TUBE CAULKCA�T• `\ END - 1" WIDE \ SET CLEAT INA PLYWOOD ROOF yt \- CONTINUOUS HEAD OF MIN. (BY OTHERS) �\ BUTYL SEALANT ROOFING FELT - 30A MIN. (BY OTHERS). WI ICE ANO WATER . SHIELD NIA.SPE8T emery • 4440 '11 rr�:` THIS ITEM HAS BEEN ��,`,1 'I ,�//// DIGITALLY SIGNED AND ;,6R /*/ SEALED BY JOHNATHAN 1� Nab•.•• GREEN ON THE DATE �� I ; ADJACENT TO THE SEAL. No 88223 • * ; * = PRINTED COPIES OF THIS DOCUMENT ARE NOT STATE Of ;�'a CONSIDERED SIGNED AND ,� SEALED AND THE �/� •.• 0RIpP,.'Gs. SIGNATURE MUST BE SEP 24 2020 ,//////ITA 11,,,\��``\ ELECTRONIC COPIES. Floating Rake Detail #12-14 , 1' SOS W/WASHER 1 xt' RAKE CLEAT C 12.O.C. 1/8' R1VETS 0 14" O.C. 16 GA FLOATING RAKE SUPPORT 10-12 x 1'PANCAKE HEAD TYPE A RAKE TIN71(17-'. 0 12" D.C. (DO NOT OVERT1GHTEN) PANEL CONTINUOUS CLEAT — -- --z-----------------=— _-_- r I PLYWOOD 15/32" , \--18. WIDE ICE & WATER SHIELD AT EAVE& RAKE ONLY 30/ FELT OVER REMAINDER OF ROOF `�,�11111IIi////, THIS ITEM HAS BEEN e•\� 1 . . /// SEALTALLY ED YSJIGNED AND OHNAT AN 6t j% • �� N+1 r•�� /i GREEN ON THE DATE .�^,,, i ADJACENT TO THE SEAL. a NO 88� * ; Fixed Rake Detail Z C'OSURE 3/32"x1'CONT. TAPE SEALER RAKE TRIM---Nr 19-15 x 1-1/2' hWH PANEL ® 12" Or .C. CONTINUOUS CLEAT j �� - I. i 1� #9-15 x 1-1/Y HWI-i \ PLYNOOC 15!32" 6 12" D.C. / 1C WIDE ICE & WATER SHIELD AT EAVE & RAKE OILY 301 FELT OVER REIAAINDER OF ROOF 3/32'x1" CONT. TAPE SEA.ER ri ,‘NkIl{IIIIiii, THIS ITEM HAS BEEN �� `'"'HAN ��®® SAITALLY LED BJIGNED AND /0„.._ OHNA HAN , � M84;., GREEN ON THE DATE _ i e — ••,'�6 ADJACENT TO THE SEAL. a , olioea223 • e 11,, z--- PRINTED COPIES OF THIS ® s ® DOCUMENT ARE NOT ' MATE OF / ✓ z CONSIDERED SIGNED AND • %' SEALED AND THE �'V •'•,:ipg1(}P,.°'�'��'\� SIGNATURE MUST BE /// N ANY i0h7 `e.�\\ EEECTRONOIC COPIES. SEP 24 2020 i�///11111{10"