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Home My WebLink AboutENGINEERING-PRODUCT DESCRIPTION 'X<�,�v � i v-'z'�� F S 1•� shy`-r 0''� �S � y,��!}.�.€'a�q�y . •. f�+' r,a F s r•ti�� 'f„ �' i'F"��`c�� i.r"�+,..'i^Y?�,�x.',E�SL_..h�v7+-"�� r` ✓y� y t f' t'�._ ..x4�'r�s. -„�E-t- `'9 Mf 'tr ��i s „� r. A a s '•• • • • O O O • O • O a our 1 D: • ' o A A�1 le rrw xe r o- •' p� • y This item has been digitally signed and sealed by D.E_Eng,PE,on the date indicated_Printed copies of this document are not considered signed j � M A X and sealed and the signature must be verified on any electronic copies 12' it Strip Snap Lock to ding Base ::Y :`$"�rd p4 x am '4,•;.�.� tY } `T4` _. - -..{ a r a;. �q,,,�.�;� a �'�+&r+ r�,*. s1 r,.� ��S}k?� S �; F o r � � .kA a 'I Underlayment: Comply with local building code or FBC 1507.1.2 where required. Slope: Comply with local building code or FBC 1507.4.2 where required. Re-Roofing: This panel may be installed over a single layer of existing shingles as permitted by local building code or FBC 1511, provided the existing roof meets the conditions required by the applicable code. Maximum Allowable Loads & Installation Requirements: Method A: #10 x 1" fastener at 60 o.c. along nail strip: 86 PSF Method B: #10-x 1' fastener'at 6" o.c, along nail strip WLTH sealant: 97.25 PSF For Method B, use continuous 3/16' bead of Bostik 915 sealant or similar. . A factor of safety of 2 hos been applied. Fasteners are installed through the metal flange, NOT through the pre-punched slots. Technical Documentation: This product has been tested to the UL 580 standard by Architectural Testing (now Intertek Testing, TST-1527), report D8133.01-450-18, as referenced in FL 17022.05-R7. Compliance Statement: This product as described has demonstrated compliance with Florida Building Code 2020, 1504.3.2 (non-HVHZ), as required by FL Rule 61G20-3, method 1D. This. product as described has been tested and demonstrated compliance with: • UL580 - Test for Uplift Resistance of Roof Assemblies • VL 1897 - Uplift test for roof covering systems Design Process: The load tables in this. report provides one prescriptive option for the fastening requirement for the applicable wind Loads for roofs within the parameters described. For roofs outside of the listed parameters, design wind loads shall be determined as required by FBC 1609, ASCE 7, or other design code in force, using allowable stress. These load tables are based on ASCE 7=16. Use of these tables assumes that the structure is: • Enclosed and conforms to wind-borne debris provisions and is a regular shaped building • Is not subject to across-wind loading, vortex shedding, or instability; nor does it have a site location for which channeling or buffeting warrant consideration Engineering analysis may be completed by other licensed engineers for project specific approval by local authorities having jurisdiction. Certification of Independence: David Eng. PE and Timberlake Cove, LLC do not have, nor will acquire a financial interest in any company manufacturing or distributing products under this evaluation. The some entities do not have, nor will acquire,a financial interest in any other entity involved in the approval process of the product. Exclusions and Li'mifations: Design of deck and roof structure (to include attachment of plywood or wood plank)shall be completed by others. Fire classification and shear diaphragm design are outside the scope of this evaluation. Accelerated weathering/solt spray is outside the scope of-this evaluation. This report is limited to compliance with structural wind load requirements of FBC I504.3:2, as required by Rule 61G20-3. Neither Timberlake Cove nor the manufacturer shrill be responsible for any conclusions, interpretations, or designs made by others based on this evaluation report.This report is limited solely to documenting compliance with Rule 61620-3, and makes no express or implied warranty regarding performance of this product. Installation shall be subject to the local building code and authority having jurisdiction; this report shall not be construed to supersede local codes in force. /Azsss' FABRICATORS.COM . a Instructions: i Select the appropriate load table that applies to the structure in question. Determine the design win'd speed for the project 3 loca?ion. 2 1 4 2 U.se,the attachment method Indicated for that 2 windspeed within each roof zone. 2 2 3 a 2 1 2 2 3 NOTE: ASGE 7-16 and FBC 2020 adopt o 7-zone concept. For the load tables below, the worst case was taken 2 for each zone and reported using the standard zones 1-2-3: Zone 1 includes zones 1 and 1' ° 3. 3 --1� Zone 2 includes zones 2e,-2r, and 2n �--le� KVROOF CAMER" _JaL T Zone 3 includes zones 3e and 3r Combining these zones creates a clear, simple :r.ariutxwmMraoaoaaaea.wnawa�uu�cwrror P win«rm�.sacu�rho,coru�vo,�a■o.srw.n scheme, at the expense of some design efficiency. CRAS OMMMM FfDMM4Q1OfNO1N7MMLS='' Contact the manufacturer for further information, ROOF ZONES FOR GENERIC BUILDING or consult a licensed design professional. METHOD A METHOD B NR: NOT RATED 'I �—r-OMMLEGSKArs —FOMEM;3W CONSULT DESIGN oNrOM&ELEG oNroMAIXLEG PROFESSIONAL'AS I e,�``�G NECESSARY 010 FASTENER ___1_Y10 FASTE?&-R ATSO.Q ATG'O.Q Use.this load table for structures which meet the following:criteria: Use this Dad table for structures which meet the following criteria: Are located in Exposure B area Are located in B,C,or D exposure area Have either a flat roof,or gablelhip roof with max slope.of 12:12 Have either a flat roof,or gable/hip roof with max slope of 12:12 Have a mean Roof Height of 30 feet or less Have a mean Roof Height of 30 feei or less FL25621M:26 a SnapMax on 15132"plywood FL25621.01:26cia Sna Maxon 15132"plywood Wind 105 116 120 130 140 150 160 1.70 180 190'. 0. Wind 105 110 120 130 140 150 160 170 180 190 200 Zone 1 t4��i A,,i.1jkti,1.a_`\„iA:!\\Si iS,s Ar��t.,�ti\at..•A?.�X,,.?;�A��i„!�',A�,qAi«t B 4_� tin _. Zzonone 1: \ AA e Zone 2 + t tr�AdS �!i. i „ rA"Zone 3: Zone 3. A Ax,-fi,y, �- Use this load table for structures which meet the following-criteria: Use this load table for structures which meet the following criteria: Are located in Exposure B area Are located in B,C,or D exposure area Have either a flat roofless than 70,hip roof with Have either a.flat roof less than 71,hip,roof with max slope of 12.12,or gable roof with slope between 4.4:12&12:12 max slope of 12.12,or gable roof with slope between 4.4.12&12.12 Have a mean Roof Height of 30 feet or less Have a mean Roof Height of 30 feet or less FL25621-.01:26 a Sna Max on 15132"plywood FL25621.01: 26 a Sna Max on 15132"plywood Wind 105 110 120 130 140 150 160-170 180.190 200 Wind 105 110 120 130 140 160 160 170 180 190 200 ::;Q�fa i:• a.... ....,?1'n... !......:_....:.. ■ Zone 1: e.,e ..:..:a..-_: ....i \ ..., .v. ..::`.;:?: ,'a':%�':�'a ::tip.\i scV:l �)'::'ji'; :•Y::!•.fit Y ,....:..r,\v..: .:. .s..a'},.t �.rys , Zone 2: q; e ;"A�. e - NR - NIR NR Zone 3 Ek�MEMEMErALFABRICATORS.COM