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Home My WebLink Aboutroof information sheet NEW eft. Certificate of Authorization#32455 353 Christian Street,Unit#13 Oxford,CT 06478 (203)262-9245 ENGINEER EVALUATE TEST CONSULT titY '�i .].'�'. 3• '1 ghg-�.-s...uyrg GAF Evaluation Report 01506.01.08-R30 1 Campus Drive F1.10124-1128 Parsippany, NJ 07054 Date of Issuance:OV03/2008 (80(Y)766-3411 Revision 30:09/21/2020 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida.The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code. The product described herein has been evaluated for compliance with the 7th Edition(2020)Florida Building Code sections noted herein. DESCRIPTION: GAF Asphalt Roof Shingles LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein and FBC 1507.2.7.1/R905.2.6.1 CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s)changes,the referenced Quality Assurance or production facility location(s) changes, or Code provisions that relate to the product(s) change. Acceptance of our Evaluation Reports by the named client constitutes agreement to notify NEMO ETC, LLC of any changes to the product(s), the Quality Assurance or the production facility location(s). MEMO ETC, LLC requires a complete review of its Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT:The'Florida Product Approval*Number (FL#) preceded-by the words"N-EMO-1 etc. -Evaluated" maybe displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request,a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 8. Prepared by: �.x, _?; The facsimile seal appearing was authorized by Robert Robert J.M.Nieminen,P.E. ,'?;�� ',.;�; Nieminen,P.E.on09/21/2020.This does not serve as an Florida Registration No.59166,Florida DC4ANE1983 electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. NEMO ETC,LLC does not have,nor does it intend to acquire or will it acquire,a financial interest in any company manufacturing or distributing products it evaluates. 2. -NEMO•ETC,-L•L•C.is-notowned,operated or-controlled-by any eompany-manufacturing or-distributing-products-it-evaluates. 3. Robert Nieminen,P.E.does not have nor will acquire,a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen,P.E.does not have,nor will acquire,a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither NEMO ETC,LLC nor Robert Nieminen,P.E.are,in any way,the Designer of Record for any project on which this Evaluation Report,or previous versions thereof,is/was used for permitting or design guidance unless retained specifically for that purpose. ©2018 NEMO ETC,LLC .J ONEMOletC. ROOFING SYSTEMS EVALUATION: =�• Product Category: Roofing Sub-Category: Asphalt Shingles Compliance Statement: GAF Asphalt Roof Shingles,as produced by GAF,have demonstrated compliance with the following sections of the 7"Edition(2020) Florida Building Code through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations/Conditions of Use set forth herein. s��S�D.........D � �_{r.-��j:.f� t�c ::,�sk�'�x5d'��.4?z_•�� F�,.:,,0.;13. . �in£:' Section Property Standard Year 1507.2.4,R905.2.3 Material standard ASTM D1970 2015 1507.2.5,R905.2.4 Material standard ASTM D3462 2010 1507.2.7.1,R905.2.6.1 Wind Resistance ASTM D3161 2016 1507.2.7.1,R905.2.6.1 Wind Resistance ASTM D7158 2019 1507.2.7.1,R905.2.6.1 Wind Resistance TAS 107 2020 <_.r.�u kk.+.,. .c,.it <r .a�' •�� z�P,�.1114 av�fi 0 .l;<tt ,Js' Entit . Examination Reference Date PRI(TST 5878) Physical Properties GAF-025-02-01 03/27/2002 PRI(TST 5878) ASTM D3462 GAF-059-02-01 09/02/2004 PRI(TST 5878) ASTM D3462 GAF-080-02-01 05/25/2005 PRI(TST 5878) Physical Properties GAF-324-02-01 12/01/2011 PRI(TST 5878) ASTM D1970(QuickStart) GAF-340-02-01 03/13/2012 PRI(TST 5878) Wind Driven Rain GAF-407-02-01 01/21/2013 PRI(TST 5878) Wind Driven Rain GAF-895-02-01 11/20/2018 PRI(TST 5878) Wind Driven Rain GAF-896-02-01 11/20/2018 PRI(TST 5878) ASTM D3462 GAF-897-02-01 11/08/2018 PRI(TST 5878) ASTM D3462 GAF-898-02-01 11/08/2018 PRI(TST 5878) ASTM D3462 GAF-899-02-01 11/15/2018 UL(TST 1740) ASTM D3462 93NK6295 11/29/1993 UL(TST 1740) ASTM D3462 99NK43835 01/12/2000 UL(TST 1740) TAS 107 94NK9632 03/29/2000 UL(TST 1740) ASTM D3462 OINK06632 02/02/2001 UL(TST 1740) ASTM D3161,TAS 107 01NK9226 05/21/2001 UL(TST 1740) ASTM D3161 O1NK37122 12/18/2001 UL(TST 1740) ASTM D3462 OINK37122 12/19/2001 UL(TST 1740) ASTM D3161,TAS 107 02NK12980 04/10/2002 UL(TST 1740) ASTM D3161,TAS 107 02NK30871 09/09/2002 UL(TST 1740) ASTM D3161 03CA5367 03/11/2003 UL(TST 1740) ASTM D3462 03NK26444 10/17/2003 UL(TST 1740) ASTM D3462 04NK13850 06/07/2004 UL(TST 1740) ASTM D3161 04NK13850 06/23/2004 UL(TST 1740) ASTM D3161 04NK30546 03/10/2005 UL(TST 1740) ASTM D3462 04NK22009 05/06/2005 UL(TST 1740) ASTM D3161 04NK22009 05/09/2005 UL(TST 1740) ASTM D3452 OSNK27924 02/10/2006 UL(TST 1740) ASTM D3161 05NK27924 02/11/2006 UL(TST 1740) ASTM D3161,D3462 06CA18077 06/05/2006 UL(TST 1740) ASTM D3161,D3462 06CA18074 06/16/2006 UL(TST 1740) ASTM D3161,D3462 06CA35251 10/18/2006 UL(TST 1740) ASTM D3462 06CA31603 12/01/2006 UL(TST 1740) ASTM D3161,D3462 06CA41095 12/27/2006 UL(TST 1740) ASTM D3161 07Ni(05228 03/13/2007 UL(TST 1740) ASTM D3161 06CA31611 04/04/2007 MEMO ETC,LLC Evaluation Report 01506.01.08-R30 Certificate of Authorization#32455 7-EDITION(2020)FBC NON-HVHZ EVALUATION FL10124-1128 GAF Asphalt Roof Shingles Revision 30:09/21/2020 Page 2 of 8 (ONEMOILBU. Enti Examination Reference Date UL(TST 1740) ASTM D3161 06CA61148 04/09/2007 UL(TST 1740) ASTM D3161,D3462 07CA31742 11/08/2007 UL(TST 1740) ASTM D3161,D7158,D3462 OBCA06100 03/13/2008 UL,LLC.(TST 9628) ASTM D3161 4788698165 03/24/2008 U L(TST 1740)- ASTM D3161,D3462 07CA55908 04/01/2008 UL(TST 1740) ASTM D3161,D3462 09CA10592 03/26/2009 UL(TST 1740) ASTM D3161,D3462 09CA06856 05/15/2009 -U L.(TST 1740) ASTM D3161,•D7158,•D3462 .09 N K06647 •08/01/2009 U L(TST 1740) ASTM D3161,D7158,D3462 09CA27281 08/27/2009 UL(TST 1740) ASTM D3161,D7158,D3462 10CA35554 03/05/2010 UL(TST 1740) ASTM D3161,D7158,D3462 10CA13686 05/15/2010 UL(TST 1740) ASTM D3462 10CA07264 05/27/2010 UL(TST 1740) ASTM D3462 10CA11953 10/29/2010 01(TST 1740J ASTMD3161,D1158;D3461 10NT(11951 10/30/2010 UL(TST 1740) ASTM D3161,D7158,D3462 1ONK12070 11/04/2010 UL(TST 1740) ASTM D3161,D7158,D3462 08CA06100 01/30/2010 -UL-(TST 1740) ASTM-D3161,-D7158;-D3462 10CA53934 -03/31/2011 UL(TST 1740) ASTM D3161,D7158,D3462 11CA48924 10/22/2011 UL(TST 1740) ASTM D3161,D7158,D3462 11CA47919 12/03/2011 UL(TST 1740) ASTM D3161,D7158,D3462 11CA48408 12/08/2011 UL(TST 1740) ASTM D3161,D7158,D3462 11CA48725 12/09/2011 UL,LLC.(TST 9628) ASTM D3462 12CA34891 10/12/2012 UL,LLC.(TST 9628) ASTM D3161,D7158,D3462 12CA58151 02/15/2013 UL,LLC.(TST 9628) ASTM D3161 12CA38083 02/26/2013 UL,LLC.(TST 9628) ASTM D3161 13CA32332 06/18/2013 -UL,•LLC.•(TST-9628) ASTMM1-61 13CA37934 08/02/2013 UL,LLC.(TST 9628) ASTM D3161,D7158,D3462 4786875675. 07/17/2015 UL,LLC.(TST 9628) ASTM D3161,D7158,D3462 4787434542 05/17/2016 UL,LLC.(TST 9628) ASTM D3161,D7158,D3462 4788717529 09/09/2016 UL,LLC.(TST 9628) ASTM D3161 4788669132 12/13/2018 UL,LLC.(TST 9628) ASTM D3161 4788891098 02/14/2019 UL,LLC.(TST 9628) ASTM D3161,D7158,D3462 4788932264 08/16/2019 UL,LLC.(TST 9628) ASTM D3161,D7158,D3462 4789115488 08/16/2019 UL,LLC.(TST 9628) ASTM D3161 4788959558 10/17/2019 UL,LLC.(TST 9628) ASTM D3161,D7158,D3462 4786508528 11/01/2019 UL,LLC.(TST 9628) ASTM D3161 4789132672 11/27/2019 UL,LLC.(QUA 9625) Quality Control Service Confirmation 10/18/2018 UL,LLC.(QUA 9625) Quality Control Florida BCIS Current 00 0� w TABLE 1:ASPHALT SHINGLE COMPONENTS Type Product Description Material Plant(s) Standard Pro-Start°Starter Strip Shingles (fka,Pro-Start®Eave/Rake Starter starter strips for asphalt roof shingles ASTM D3462 CA-S,IN-MV,TX-D Accessory Strip Shingles) Starter mineral-surfaced,fiberglass-reinforced,self- Strips QuickStart°Peel&Stick Starter adhering SBS modified bitumen starter strip, nominal 9-inch x 33 ft roll,for use with .ASTM D1970 CA-S,IN-MV Rolf asphalt shingles with exposure of 6-inch or P g P less MEMO ETC,LLC Evaluation Report 01506.01.08-1130 Certificate of Authorization#32455 77H EDITION(2020)FBC NON-HVHZ EVALUATION FL10124-R28 GAF Asphalt Roof Shingles Revision 30-09-/21/2020 Page 3 of 8 ONEMO etc. TABLE 1:ASPHALT SHINGLE COMPONENTS Type Product Description Material Plant(s) Standard color-coordinated starter strips for use with StarterMatch°Starter Strip Grand Canyon®and Grand Sequoia°series asphalt shingles. StarterMatcho are installed- ASTM•D3462 CA-F Accessory Shingles as the second starter for Grand Canyon°and Starter Grand Sequoia"series installations Strips WeatherBlocker'""Premium Starter Strip Shingles(fka, starter strips for asphalt roof shingles ASTM D3462 IN-MV WeatherBlocker'm Premium Eave/Rake Starter Strip Shingles) Marquis WeatherMax° IN-MV Royal Sovereign° fiberglass reinforced 3-tab asphalt roof ASTM D3462 AL,CA-F,FL,GA,IN- shingles. MV,PA;TX-D. Sentinel° GA,IN-MV,TX-D Camelot°II IN-MV FortitudeTM PA Glenwood'" IN-MV Grand Canyon° CA-F,IN-MV Grand Sequoia° CA-F,IN-MV Grand Sequoia"IR CA-F,IN-MV Grand Sequoia°ArmorShield° CA-F Grand Sequoia°AS CA-F Timberline°American Harvest" AL,CA-F,IN-MC,PA Timberline°AH AL,CA-F,IN-MC,PA Timberline°ArmorShield°II TX-E Timberline°AS II TX-E Asphalt Timberline°Cool Series CA-F Shingles Timberline"CS fiberglass reinforced,laminated asphalt CA-F roof shingles ASTM D3462 AL,CA-S,FL, IN-MC, Timberline°HD MD,Mr%PA;TX D,TX E AL,CA-F,CA-S,FL,IN- TimhQri(ng°HDTm MC,MD,PA,TX_,TX- . E Timberline°Natural Shadow" AL,CA-S,IN-MC,MD, MN,PA,TX-D,TX-E AL CA-S IN-MC MD, Timberline°NS ' M N,PA,TX-D,TX-E All CA-5 IN IVI•C PA, Timberline°Ultra HD ' TX-E Timberline°UHD AL,CA-S,IN-MC,PA, TX-E Woodland° IN-MV Slateline'" fiberglass reinforced 5-tab asphalt roof ASTM D3462 IN-MV shingle Seal-A-Ridge"ArmorShield° AL Hip& Seal-A-Ridge°AS AL Ridge Seal-A-Ridge°Ridge Cap Shingles fiberglass reinforced;hip and ridge ASTM D3462 AL asphalt roof shingles Shingles Timbertex°Premium Ridge Cap IN-MV Shingles MEMO ETC,LLC Evaluation Report 01S06.01.08-R30 Certificate ofAuthorization#32455 77H EDITION(2020)FBC NON-HVHZ EVALUATION FL10124-R28 GAF Asphalt Roof Shingles Revision 30:09/21/2020 Page 4 of 8 t NEMO Q e$to ,��_",g�Tzs•y...2a� fs-e ,s "��•x�Irv' �r� -xas� .� t �, VON 5.1 This is a building code evaluation. Neither NEMO ETC,LLC nor Robert Nieminen,P.E.are,in any way,the Designer of Record for any project on which this Evaluation Report,or previous versions thereof,is/was used for permitting or design guidance unless retained specifically for that purpose. 52 This Evaluation Report is not for a'se'in FBC High Velocity Harr'rcaneF Zone puTisdicfrors (i.e., Broward and,M'iam`r- Dade Counties). 5.3 This Evaluation Report pertains to above-deck roof components. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. 5.4 This Evaluation Report does not include evaluation of fire classification. Refer to FBC 1505 for requirements and limitations regarding roof assembly fire classification. Refer to FBC 2603 for requirements and limitations concerning the use of foam plastic insulation. 5_5 Wind.Classification;Refer to Section 6 for installation requirements to meet-wind.classific-ations TABLE 2A:WIND CLASSIFICATIONS,ASPHALT SHINGLES Product FBC Table 1507.2.7.1 or R905.2.6.1 Marquis WeatherMax° ASTM D3161(F)&ASTM D7158(H) Royal Sovereign" ASTM D3161(F)&ASTM D7158(H) Sentinel° ASTM D3161(F)&ASTM D7158(H) Camelot°II ASTM D3161(F)&ASTM D7158(H) Fortitude'"" ASTM D3161(F)-&ASTM•D7158(H) GlenwoodTM ASTM D3161(F)&ASTM D7158(H) Grand Canyon° ASTM D3161(F)&ASTM D7158(H) Grand Sequoia° ASTM D3161(F)&ASTM D7158(H) Grand Sequoia°IR ASTM D3161(F)&ASTM D7158(H) Grand Sequoia°ArmorShield® ASTM D3161(F)&ASTM D7158(H) Grand Sequoia®AS ASTM D3161(F)&ASTM D7158(H) Timberline°American Harvest® ASTM D3161(F)&ASTM D7158(N) Timberline°AH ASTM D3161(F)&ASTM D7158(H) Timberline°ArmorShield°II ASTM D3161(F)&ASTM D7158(H) -Timberline°AS11 AS-T-M D3161(F)&nTM ir7159(H) Timberline°Cool Series ASTM D3161(F)&ASTM D7158(H) Timberline('CS ASTM D3161(F)&ASTM D7158(H) Timberline°HD ASTM D3161(F)&ASTM D7158(H) Timberline°HDZI ASTM D3161(F)&ASTM D7158(H) Timberline°Natural Shadow" ASTM D3161(F)&ASTM D7158(H) Timberline°NS ASTM D3161(F)&ASTM D7158(H) Timberline°.Ultra.H D ASTM.D3161(.F.).&ASTM.D7158(H.) Timberline('UHD ASTM D3161(F)&ASTM D7158(H) Woodland° ASTM D3161(F)&ASTM D7158(H) Slateline'" ASTM D3161(F)&ASTM D7158(H) 5.5.1 Classification by ASTM D7158: ASTM D7158,Class H applies only to exposure category B or C and a building height of 60 feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle. NEMO ETC,LLC Evaluation Report 01506.01.08-R30 Certificate of Authorization#32455 7T"EDITION(2020)FBC NON-HVHZ EVALUATION FL10124-1128 GAF Asphalt Roof Shingles Revision 30:09/21/2020 Page 5 of 8 ONEMO etc. TABLE 26:WIND CLASSIFICATIONS,STARTER STRIPS AND HIP&RIDGE Type Product FBC Table 1507.2.7.2 or R905.2.6.1 Pro-Start°Starter Strip Shingles(fka,Pro-Start"Eave/Rake ASTM D3161,Class F Starter Strips Starter Strip Shingles) WeatherBlocker'"Premium-Starter Strip.Shingles-(fka; ASTM D3161,Class F WeatherBlocker'"Premium Eave/Rake Starter Strip Shingles) Seal-A-Ridge°ArmorShield° ASTM D3161,Class F(sealant -required,See Section-6) Hip&Ridge Seal-A-Ridge"AS ASTM D3161,Class F(sealant Shingles required,See Section 6) Seal-A-Ridge°Ridge Cap Shingles ASTM D3161,Class F Timbertex°Premium Ridge Cap Shingles ASTM D3161,Class F(sealant required;See Section 6)- 5.6 All components in the roof assembly shall have quality assurance audit in accordance with F.A.C. Rule 61G20-3. Refer to the.P.roduct.ApprovaI.of the com -onent.manufactLtre.r.for compo.ne.nts that.ar_e.prod.uced by.a Product Manufacturer other than the report holder on Page 1 of this Evaluation Report. ... yam' _.�,__ � -�.„��•-� _ _. _r_._._..�... AIIV CITn7' hzz�nt Y Z �3 d� r 3 T i tf1 w PF-1. ., M T...�. _�e'��`idflA.'$lii •`i+ �.s.. '��F 6.1 GENERAL: 6.1.1 Roof deck, slope, underlayment and fasteners shall comply with FBC 1507.2 / R905.2 and the shingle manufacturer's minimum requirements. 6.1.2 Underlayment shall be acceptable to GAF and shall hold current Florida Statewide Product Approval,or be Locally Approved per-Rule 6,1620-3, per-FBCSections-1-507.2.3,-15.07.2.4 or-R905.2.3. 6.1.3 Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. 6.1.4 GAF asphalt shingles are acceptable for use in reroof(tear-off) or recover applications,subject to the limitations set forth in FBC Section 1511 or R908 and GAF published installation instructions. 6.2 STARTER SHINGLES OR STARTER STRIP: 6.2.1 Installation of Pro-Start°Starter Strip Shingles_(fka, Pro-Start°Eave/Rake Starter Strip Shingles),WeatherBlockerTM' Premium Starter Strip Shingles(fka,WeatherBlockerlm Premium Eave/Rake Starter Strip Shingles)and QuickStart° Peel&Stick Starter Roll shall comply with the GAF current published instructions. 6.3 ASPHALTSHINGLES: 6.3.1 Installation of asphalt shingles shall comply with the GAF current published instructions, using minimum four(4) nails per shingle in accordance with FBC 1507.2.7.or R905.2.6,with the following exceptions: ➢ Camelot° II, Grand Canyon(, Grand Sequoia°, Grand Sequoia° IR, Grand Sequoia° ArmorShield°, and Woodland°require minimum five(5)nails per shingle. ➢ Slateliner"requires minimum six(6)nails per shingle. NEMO ETC,LLC Evaluation Report 01506.01.08-1130 Certificate of Authorization#32455 7-EDITION(2020)FBC NON-HVHZ EVALUATION FL10124-R28 GAF Asphalt Roof Shingles Revision 30:09/21/2020 Page 6 of 8 ' ^ .. NEMO etc. 63.2 FastemingfnrFortitude"',TknberlineaAH,Timba1inem[3ondTim6edineOHDZT" slopes 2:1ZuptoZL12 TARGET HAIL ZONE 13 MIA OBJETAID BE CLAIM00 - FA STANDARD NAILING PATTERN: 633 Where the roof slope exceeds 21 units vertical in 12 units horizontal, special methods of fastening are required. Contact the GAF for details. fasueoingfor Fortitude T11,TimbedioemAH,Thnbedinem{3amdTimbedinew.HDZT°;slopes gr otarthan21:1Z instructionsENIIANCED NAILING PATTERN:' 6.4 Hip&RIDGE SHINGLES: 6.4.1 Installation of Seal-A-RidgeO Ridge Cap Shingles shall comply with the GAF current published with . ........... two `2/ nails,. minimum 3/8'nch head diameter located 6'7/8- inch back from the exposed end and O.S'inch from the edge. Chvu 6.4.2 Installation ofSeo|-A-Ridgea ArmorShie|dm and Seal-A+Ridge» AS shall comply with the GAF current published instructions with a minimum two(2)nails,minimum 3/8-inch head diameter,per shingle located 6 to 6.5-inch back from the exposed end and 1 to 2-inch from the edge,and nominal 0.25-inch diameter beads of Henkel"Loctite PL 330 Roof&Flashing 5eaiant". meMo ETC,uc Evaluation Report 000s.0z.0x-Rso u"tiftcate of,"m"riz"tio"vow55 r"EDITION(zozo)mcmom'ovozEVALUATION FL10124-n28 GAF Asphalt nomsmngres mevumoganyyz11znzo Page 7mrn NNEMOjeft. i• 02 ilii,,} e;a.ini < s { x r r i mot\. -`• i 1 ' f f I i9[6ll'allr 6.4.3 Installation of Timbertex® Premium Ridge Cap i,;• _ Shingles shall .comply with .GAF .current published instructions with a minimum two (2) nails, minimum 3/8-inch head diameter, per shingle and beads of Sonneborn"NP1 Gun Grade Polyurethane Sealant" or Henkel "PL Roofing and Flashing Sealant". f M1 MINOR � _ As required by the Building Official or Authority Having Jurisdiction to properly evaluate the installation of this product. t� �Py yv J 5+.. 'i'l'ii - z.+nm•: .^,�j• Yl� i"�3`'"s',S+?it`"'kiTas�` .+.C':�vr:? ixJ:f?°F!v`a� 'w W M `�.•� e ,4% ` `t ,1.,.:sa ".".v'SFF'�. -'-•','- '^.. >31Z%;,., f •to ::.�i'�s+ d1:L Contact the named QA entity for manufacturing facilities covered by F.A.C.Rule 61G20-3 QA requirements. Refer to Section 4 herein for products and production locations having met codified material standards. UL LLC—QUA9625;(414)248-6409;karen.buchmann@ul.com - -END-OF-EVALUATION REPORT- NEMO ETC,LLC Evaluation Report 01506.01.08-1130 Certificate of Authorization#32455 7-EDITION(2020)FBC NON-HVHZ EVALUATION FL10124-R28 GAF Asphalt Roof Shingles Revision 30:09/21/2020 Page 8 of 8 ST. LUCIE WORKS o e ST LUCIE COUNTY ROOFING PERMIT INFORMATION SHEET Florida Building Code 7th Edition (2020) Based on Section 1525 of the Florida Building Code-Building INSTRUCTION PAGE COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING SHEET APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: Required Sections of Attachments Required Roof System the Permit Application See List Below Form Low Slope Application A,B,C 112.3,4,5,6,7 Prescriptive BUR-RAS 150 A,B,C 2,4,5,6,7 Asphaltic Shingles A,B,D 1,;2 4,5.G 7 Concrete or-Clay Tile A,B,D,E 1,2 SA-5.6;7 Metal Roofs A,B,D 1,2.3,4.5,6,7 Wood Shingles and A,B,D 1,2,4,5.6,7 Shakes Other As Applicable 1,2,34.6,6,7 ATTACHMENTS REQUIRED As Applicable): 1. Fire Directory Listing Page 2. From Product Approval: Front Page Specific System Description Specific System Limitations General Limitations Applicable Detail Drawings 3. Design Calculations per Chapter 16, or if applicable, RAS 127 or RAS 128 4. Other Component of Product Approval 5. Municipal Permit Application 6. Owners Notification for Roofing Considerations(Reroofing Only) 7. Any Required Roof Testing/Calculation Documentation Form RooflnfoFeb21 Rev Feb 18,2021 SST. LUCIE WORKS Section A (General Information). Master Permit No. Process No. Contractors Name: Z zru �/v License# Job Address G ,Pi VROF CATEGORY ❑Low Slope ❑Mechanically Fastened Tile ❑Mortar/Adhesive Set Tiles phaltic Shingles []Metal Panel/Shingles Mood Shingles/Shakes ❑ Prescriptive BUR-RAS 150 ROOF ROOF TYPE_ ,o,New roof ❑ Repair ❑ Maintenance ❑ Reroofing ❑Recovering l _ROOF SYSTEM INFORMATION, / Low Slope Roof Area(SF) Steep Sloped Roof Area(SF) �-C Total (SF) Section B(Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels,clearly identify dimensions of elevated pressure zones and location of parapets. +++ -m-,lfle COPY ST. LUCIE WORKS Section C (Low Slope Roof) Surfacing: Fill in specific roof assembly components and identify Fastener Spacing for Anchor/Base Sheet Attachment: manufacturer Zone 1':—" oc @ Lap,# Rows @ coo (If a component is not usse/ed��id t>as"NA") Zone 1:—" oc @ Lap,#Rows @ A oc System Manufacturer: V� Zone 2:_." oc @ Lap,#Rows @ "0 r- -4 LOIC2 G/ Zone 3:—"oc @ Lap,# Rows @ eooProduct Approval No. `` Number of Fasteners Per Insulation Board: Design Wind Pressures, From RAS 128 Or Calculations: Zone 1': Zone 1: Zone 2: Zone 3: Zone 1': Zone 1: Zone 2: Zone 3: Illustrate Components Noted and Details as Applicable: Max. Design Pressure, from the specific product approval Woodblocking, Gutter, Edge Termination, Stripping, system: Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counterflashing, Coping, Etc. ., Deck: Indicate: Mean Roof Height, Parapet Height, Height of Base Type: A41,00061Flashing,Component Material,Material'Thickness, Fastener Type, Fastener Spacing or Submit Manufacturers Details that Gauge Thickness: Comply with RAS 111 and Chapter 16.. Slope: / Anchor/Base Sheet&No.df Ply(s): p Anchor/Base Sheet Fastener/Bonding Material: FT. Insulation Base Layer: Base Insultation Size and Thickness: Parapet Base Insulation Fastener/Bonding Material: Height Top Insulation Layer: Top Insulation Size and Thickness: FT. Top Insulation Fastener/Bonding Material: Mean Base Sheet(s)&No.of Ply(s): Roof Base Sheet Fastener/Bonding Material: Height Ply Sheet(s)'&No.of Ply(s): Ply Sheet Fastener/Bonding Material: Top Ply: Top Ply Fastener/Bonding Material: a I ' ,,ST. LUCIE WORKS Section D (Steep Slope Roof System) / Roof System Manufacturer: Notice of Acceptance Number: AM M t ,- �a Minimum Design Wind Pressures, If Applicable(From RAS 127 or Calculations): Zone 1: Zone 2e: Zone 2n: Zone 2r: Zone 3e: Zone 3r: Deck Type: Type Undedayment Roof Slope: 12 Insulation: Fire Barrier: Ridge Ventilation? Fastener Type R Spacing: Adhesive Type: Type Cap Sheet Mean Roof Height: Roof Covering: Type&Size Drip Edge: �� cal ST. LUGIE ORKS Section E(Tile Calculations) For Moment based tile systems,choose either Method 1 or 2.Compare the values for Mr with the values from Mf.If the Mf values are greater than or equal to the Mrvalues,for each area of the roof,then the tile attachment method is acceptable. Method 1'Moment Based Tile Calculations Per RAS 12T (Zone 1 : x X o `�-Mg _Nll�. Product Approval Mi (Zone 2e: x;L _ _�-Mg =,M Product Approval Mf- (Zone 2n: xJl = _)-Mgr =M,2,, Product Approval Mf (Zone 2r: X;L _ ---J-MT =Mir. Product Approval Mf (Zone 3e: M, Product Approval Mf (Zone 3r: xk M96t Mear Product Approval Mf Method 2"Simplified Tile Calculations Per Table Below" Required Moment of Resistance(Mr)From Table Below Product Approval Mf Mr required Moment Resistance* Mean Roof Height Roof Slope. 15' 20' 25' 30' 40' 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 *Must be used in conjunction with a list of moment based tile systems • For Uplift based tile systems use Method 3. Compare the values for F'with the values for Fr If the F'values are greater than or equal to the Fr values,for each area of the roof,then the tile attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 12T (Zone 1: x L =x W:= )-W: cos r =Fri Product Approval F' (Zone 2e: x L =x W:= )-W: cos r =Fr2e Product Approval F' (Zone 2n: x L =x W:= )-W: cos r =Fr2n Product Approval F' (Zone 2r: x L =x W:= )-W: cos r =Fr2r Product Approval F' (Zone 3e: x L =x W:= )-W: cos r =Fr3e Product Approval F' (Zone 3r: x L =x W:= )-W: cos r =Fr3r Product Approval F' Where to Obtain Information Description Symbol Where to find From applicable table in RAS 127 or by an engineering analysis Design Pressure Zones 1,2e,2n,2r,3e,3r prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope 0 Job Site Aerodynamic Multiplier a Product Approval Restoring Moment due to Gravity Mg Product Approval Attachment Resistance Mf Product Approval Required Moment Resistance Mg Calculated Minimum Attachment Resistance F' Product Approval Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval Tile Dimensions L=length W=width Product Approval All calculations must be submitted to the building official at the time of permit application.