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HomeMy WebLinkAboutRevision, change roofing materials OFFICE USE ONLY: // " / f DATE,FILED: PERMIT# { V 1 V � �(J` REVISION FEE:. RECEIPT# PLANNING&DEVELOPMENT SERVICES BUILDING&CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 (772)462-1553 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION LOCATION/SITE ADDRESS: DETAILED DESCRIPTION OF PROJECT REVISIONS: CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: ST. LUCIE CO CERT. #: BUSINESS NAME: QUALIFIERS NAME: ADDRESS: CITY: STATE: ZIP: PHONE(DAYTIME): FAX- OWNER/BUILDER INFORMATION: NAME: �l,0 IT ADDRESS: CITY: STATE: L' ZIP: PHONE(DAYTIME: ! 6 / FAX: ARCHITECT/ENGINEER INFORMATION: NAME: ADDRESS: CITY: STATE: ZIP: PHONE(DAYTIME): FAX: SLCCC: 9123109 Revised 06/30/17 REVISIUN F11,16= CUPY MIAMI•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economv Boral Roofing LLC. 7575 Irvine Center Drive,Suite 100 Irvine, CA 92618 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County)and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: BORAL TileSeal LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA 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 new NOA consists of pages l through 4. The submitted documentation was reviewed by Alex Tigera. FILE COPY NOA No.: 18-0502.03 r►uv�l•oa�ecoutJrr Expiration Date: 08/02/23 Approval Date: 08/02/18 Page 1 of 4 ROOFING COMPONENT APPROVAL Category: Roofing Sub-Category: Underlayment Material: SBS PRODUCTS DESCRIPTION: Test Product Product Dimensions Specification _Description BORAL TileSeal 36"x 36' rolls TAS 103 SBS self-adhering asphalt sheet material with a 36"x 72' rolls ASTM D1970 white glass re-enforced polyester surfacing fabric; for use as an underlayment in sloped roof assemblies. Boral Citadel Plus 36"x 72' rolls ASTM D1970 SBS self-adhering asphalt sheet material with a poly film-facer; for use as a mid-ply underlayment in sloped roof assemblies. IVMANUFACTURIGN LOCATION: 1. Brentwood,NH. 2. Houston,TX. EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date PRI Construction Materials OCF-356-02-04 ASTM D1623 07/25/18 Technologies, LLC. OCF-356-02-02 TAS 103 07/24/18 OCF-356-02-01 ASTM D1970 07/26/18, OCF-424-02-04 ASTM D1623 07/25/18 OCF-424-02-01 ASTM D1970 07/25/18 OCF-424-02-03 TAS 103 07/25/18 Trinity ERD BRLRF-SC16810.11.17 ASTM D 1876 11/28/17 MIAMI-DADE COUNTY NOA No.: 18-0502.03 Expiration Date: 08/02/23 Approval Date: 08/02/18 Page 2 of 4 APPROVED ASSEMBLIES: Deck Type 1: Wood, non-insulated Deck Description: "/32",or greater plywood or wood plank System E(1): Anchor sheet mechanically fastened deck, membrane adhered. Base Sheet: One or more plies of ASTM D226 Type II or ASTM D2626 with a minimum.4"head lap and a 6"end lap mechanically fastened to deck with approved nails and tin caps 6" o.c. at the laps and two staggered rows 12" o.c.the field of the roll. Ply Sheet Apply one layer of Boral Citadel Plus over Base sheet as per current approval. (Optional): Membrane: One or more plies of BORAL TileSeal Underlayment with a minimum 3"head lap and minimum 6"end lap. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove theyelease membrane as the"membrane"is applied. Vertical strapping of the roof with BORAL TileSeal Underlayment is acceptable. All end"laps and laps without black selvage area shall be sealed under lap using an SBS modified mastic. , Note: When-used in Tile roof systems BORAL TileSeal Underlayment shall be back nailed to deck with approved annular ring shank nails and tin caps at a maximum 12"o.c. at the side laps. No nails or tin caps shall be exposed. Surfacing: Approved for Adhered Roof Tile using TILE BOND or AH-1 60,Mechanically Fastened.Roof Tile, Metal Roofing; Wood Shake& Shingles, and Asphaltic Shingle assemblies. NOA No.: 18-0502.03 QMIAMI-DAecourm Expiration Date: 08/02/23 Approval Date: 08/02/18 Page 3 of 4 I I I I LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. BORAL TileSeal underlayment shall be installed in strict compliance with applicable Building Code. 3. BORAL TileSeal underlayment shall be applied to a smooth, clean and dry surface with deck free of irregularities. 4. BORAL TileSeal underlayment shall not be applied over an existing roof membrane as a recover,but may be applied over a roofing Base/Anchor sheet underlayment. 5. BORAL TileSeal underlayment shall not be left exposed as a temporary roof for longer than 180 days of application. 6. The standard maximum roof pitch for BORAL TileSeal underlayment shall be 6:12 when tiles are loaded directly to the BORAL TileSeal underlayment; loading boards or battens are required on roof pitches greater than 6:12". 7. Refer to Prepared Roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. 8. Tiles shall be stored on battens on roof pitches greater than 6:12". 9. BORAL TileSeal underlayment may be used with any approved roof covering Notice of Acceptance listing BORAL TileSeal underlayment as a component part of an assembly in the Notice of Acceptance. If BORAL TileSeal underlayment is not listed, a request may be made to the Authority Having Jurisdiction(AHJ)or the Miami-Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products,wind uplift resistance, and fire testing results. 10. All nails in the deck shall be carefully checked for protruding heads. Re-fasten any loose decking panels. Sweep the deck thoroughly to remove any dust and debris prior to application. 11. When applying the membrane in the valley,start at the low point and work to the high point, rolling the membrane from the center outward in both directions. For ridge applications, center the membrane and roll from the center outward in both directions. 12. Roll or broom the entire membrane surface so as to have 100% contact with the surface, giving special attention to overlap areas. 13. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance and applicable Building Code. 14. All protrusions or drains shall be initially taped with a 6" piece of underlayment. This target piece,,shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of BORAL TileSeal underlayment shall be applied over the underlayment,and sealed using an SBS modified mastic. ' I 15. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. 16. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo,city and state of manufacturing facility, and the following statement: "Miami-Dade County Product Control Approved" or the Miami-Dade County Product Control Seal as shown below MIAMI•DADE COUNTY i END OF THIS ACCEPTANCE NOA No.: 18-0502.03 MIAMI•DADE COUNTY Expiration Date: 08/02/23 Approval Date: 08/02/18 Page 4 of 4 lit?' I ,__J, I i� _ ~_a_ - I t'i�_. .. .•�_�)G x . , � :;��.._P _ I.jt.e G- _ --��►�i hhcrs H.. I UM m i U—Registry i Hat Topi6 I Subrai4 s—naW I Sh36 a r� { P-bU I C U- I BaS�rip I � I S..h i Florida drPublic :..I product Approval � � User Product Aooroval Menu>Application Detail FL# FL16667-R3 Application Type Revision ` Code Version 2017 Application Sys Approved Comments E Archived 0 s f I L.V.Thompson,Inc.dba Thompson Architectural Metals Company Product Manufacturer f (TAMCO) Address/Phone/Email 5015 East Hillsborough Ave. Tampa,FL 33610 j �813)248-3456 - j imny@gometalroo ing-com i Authorized Signature Tony Christman tDny@gometalroofing.com j Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Metal Roofing Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida iProfessional Engineer 0 Evaluation Report-Hardcopy Received 1 Florida Engineer or Architect Name who developed Zachary R.Priest I the Evaluation Report i Florida license PE-74021 Quality Assurance Entity PRI Construction Materials Technologies,LLC Quality Assurance Contract Expiration Date 11/01/2023 Validated By Locke Bowden P-E 0 Validation Checklist-Hardcopy Received iCertificate of Independence FL16667 R3 COI LVT17001.la 2017 FBC Eva[ Report TMMLOC 150 24 ga _f[nal.pddf, Referenced Standard and Year(of Standard) Standard Year ASTM B 117 2016 ASTM G 155 2005 TAS 100 1995 TAS 110 _ 2000 TAS 125 ■ I LE C®P)r3 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVX...nq4%2fS6e%2bjoLogWL4oEIQbwGaOagwo2ROvPaIOYGw%3d%3d 4/6/20,7:58 PM Page 1 of 3 474 UL 1897 2012 UL 580 2006 Equivalence of Product Standards f Certified By t {� Simons from the Code - f I i Product Approval Method Method 1 Option D Dade Submitted 12/13/2018 Date Validated 12/13/2018 I Date Pending FBC Approval 12/18/2018 Date Approved 02/19/2019 ] Date Revised 04/06/2020 Samunary of products FL# Model,Number or Name Description 16667.1 5V Crimp 1/2'°Rib,Min.26 ga.,Max.24'coverage Limits of Use LrstaNation Lrstrudions Approved for use in HVHZ:No FL16667 R3 H LVT17001.1c 2017 FBC Eva] Report 5V Crimp Approved for use outside IfVHZ:Yes --final.pdf Impact Resistant:N/A Verified By:Zachary R.Priest PE-74021 �. Design Pressure:+0/-1275 Created by Independent Third Party:Yes Other.See evaluation report for limits of use. Evaluation Reports FL16667 R3 AE LVT17001.1c 2017 FBC Eval Report 5V Crimp-final.pdf Created by Independent Third Party:Yes ` I 16667.2 TM Rib 3/4"Rib,Min 29 ga.,Max.36"coverage. Limits of Use Installation Instructions ' Approved for use in HVHZ:No FL16667 R3 LLVT17001.Sd 2017 FBC Eval Report TO'Rib Approved for use outside HVHZ.•Yes final.odf j Impact Resistant:N/A Verified By:Zachary R-Priest PE-74021 (I Design Pressure:+0/-101 Created by Independent Third Party:Yes - Other:See evaluation report for limits of use.. Evaluation Reports FL16667 AE LVT17001.1d 2017 FBC Eva[Report TM Rib- finaLP f ` I Created by Independent Third Party:-Yes 16667.3 TM-Lock Snap Lodc with integrated fastening strip and 1'seam,Min. 26 ga.,Max.16"coverage Limits of Use Installation Instructions Approved for use in HVHZ Yes FL16667 R3 II LVT17001.le 2617 FBC Eval Report TM Lock Approved for use outside HVHZ:Yes final.odf Impact Resistant:N/A Verified By:Zachary R.Priest PE-74O21 Design Pressures+01-102.5 Created by Independent Third Party:Yes Other.See evaluation report for limits of use. Evaluation Reports FL16667 R3 AE LVT17001.le 2017 FBC Eva[Report TM Lock Created by Independent Third Party:Yes A 26667A - - TMLOC 150 1.5-Nailstrip Min:24 ga.,Max.15'/z'coverage Limits of Use Installation Instructions Approved for use in HVHZ.Yes FL16667 R3 II LVT17001.lb 2017 FBC Eva] Report TMLOC 9 Approved for use outside HVHZ Yes 150 24 ga-final, odf Impact Resrstantr N/A Verified By:Zachary R.Priest PE774021 ` 'Design Pressure:+0/-116 Created by Independent Third Party:Yes Other.See evaluation report for limits of use. Evaluation Reports FL16667 @U AE LVT17001.1b 2017 FBC Eval Report TMLOC 150 24 ga-final.p_df Created by Independent Third Party:Yes - http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVX...nq4%2fS6e%2bjoLogWL4oEIQbwGaOagwo2ROvPaIOYGw%3d%Sd 4/6/20, 7:58 PM Page 2 of 3 -- — --� 16667.5 TMMLOC 150 1.5'Snap � P Lock,Min.24 ga.,Ma>L 16'coverage I Limits of Use Inst3ilatim Ynstiructiions Approved for use in HVHZ:Yes FL16667 R3 II LVT17001.la 2017 FBC Eval Report TMMLOC Approved for use outside HVHZ-Yes 150 24 ga-finaLp f Impact Resent:WA Verified By:Zachary R.Priest PE74021 i Design Pressure:+0/-116 Created by Independent Third Party:Yes i Other.See evaluation report for limits of use. Evaluation Reports FL16667 EU_gF_LVT17001.1a 2017 FBC Eval Report TMMLOC 150 24 ga-final.pd Created by Independent Third Party.Yes I I I I � Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 phone:855-487-1824 The SF of Flwfda is an Aie/EE30 anDploymCoovrimirt 20ffF2013 game of F'lun da_:: - P I - tlreder Florida Saw,emam addresses ale parbfc reorads.II you do not wan[yarn a-ma address rem m respaoese to a public-reccads u2quesa;,do not send eflecbmwc mail In Um enA3ty.Instead,eon ad the office by phone or by badbomal mail.If you have any question.please contm±a50,4n7 r mac_'puasuwnd/m Sec1kn I 455,275Q1�,FlVmrid{a SIatW[esy Il„2IDIl2,6n li' aio 455 Fes.moss pe®mimk tlhe Q �¢witNn an email a 1111 if dw have one.The emails provided may be used for official ommuniication with the fcensee.However email addresses are public record.If you do not wish to supply a personal address pnwide the Departimema with an email address which can be rrtade arse to the pu687e To denamnine if you area Mmensee rmrder Chapter 455,F.S.,please ddc hem Prod-2 Approval 1 � ��e M I I j Credit Card Safe i 1 http://www.floridabuilding.org/pr/pr_app_d.tl.aspx?param=wGEVX...nq4%2fS6e%2bjoLogWL4oEIQbwGaOagwo2ROvPaIOYGw%3d%3d 4/6/20,7:58 PM Page 3 of 3 Certificate of Authorization No.29824 CREEK 17520 Edinburgh Drive Tampa,FL 33647 TECHNICAL SERVICES, LLC (813)48 -3421 EVALUATION REPORT FLORIDA AUILMNG CODE r EDt M(2017) Manufackner: LV_THOMPSON,INC_ Issued December 1Z 2018 dba Thompson Architectural Metals Company(rAMCO) 5015 E Hillsborough Ave Tampa,FL 33610 (813)248-3456 hftR://www.tamcometalroof.com Manufacturing: Tampa,FL Quality Assurance: PRI Construction Materials Technologies(QUA9110) SCOPE Category: Roofing Subcategory: Metal Roofing Code Sections: 1504.3, 1518.9.1-, 1523.1.1, 1523.6.5.2.4, 1523.6.5.2A.1 Properties: Wind Resistance REFERENCES Eaw Report No. Standardyg�r Huuicam Test Laboratory,LLC(TST1527) 0297-0602-02 TAS 125 2003 UL 580 2006 UL 1897 2012 PRI Construction Materials Technologies(TST5878) LVTM 23-02-01 TAS 100 1995 PRI Cordon Materials Technologies UMT5878) Lvn-02342-02 TAS 125 2003 UL 580 2006 UL 1897 2012 PRI Construction Materials Technologies(TST5878) LV17I-023-02-03 UL 580 2006 PRODUCT DESCRIPTION Parcel: TM-Lock Description: Preformed,snap lock panel with integrated fastening strip; 14nch seam;.Ma)amum 16-inch coverage,Non-structural application 111ateriat: Mi>n 26 ga.ASTM A792 AZ55(iron-HVhQ only) or ASTM A653 G90 steel(Fy=min_50 kra); Shall conform with FBC Simon 1507.4.3 CHAIN 16• SNAPLOCK PANEL WITH MINORS OPERATOR SIDE STRIP WIDTH 2O.125 SIDE 15.908 • 0.598 0.662 0.088 3.767 3.767 -=0.500 1,000 0.348 TM-Lock Panel Profile LV1-17001.1e FL16667-R3 FILE SOP aV Pagel off This evaluation report is provided for State of Florida product approval under Rule 61 G203_ The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty,astallation,nx;ommended use.or other product attributes that are not specifically addressed herein. .;i .ISM I CREEK Li/Thompson ) TECHNICAL SERVICES, LLC APPROVED ASSEMBLIES TM-Lock System 1: Slope: Shad be in accordance with FBC. Roof Deck. Solid or closely fitted rain_19132 m_plywood sheathing for new and existing conshuction at max.24 in.span;Designed by others in accordance with FBC requirements. Installed in accordance with FBC requirements_ In the HVHZ,the minimum underloyment Underlay_merit shall be ASTM D 226,Type II installed in accordance with Sections 15182 and 1518.4 or any approved undedayment fir use in the HVHZ Attachiment One (1) #10-12 x minimum 1" Ran-Flead Self Tapping Screw shall be applied maximum 6 In. o.c. along the fastening strip. Apply a continuous 3184nch bead of 3M Scotch-Seal adhesive along the male rib before snapping panels together_ Fasteners shad penetrate the deck a minimum W16-inch and shall conform to FBC Sermons 1507.4.4 and 1506.6_ Max nxtrn Design 402.5 psf Pressures: Pressure cats ukded using 2:1 margin of safety per 1504 9 Fasteners- #10 Pan-Head Self Tapping Screws Spaced 6'o.c.Along Length Q 16'o c. Polyurothano adhesive sealant Deck-Minimum 19132"wood between male and female legs Maximum Mean Roof Heights for GablelHip Roofs Slopes 2:12—6.1:12 and>6.1-12:12(Gable Roofs only) Bposum Basic Wind Speed mph) 120 130 1 140 150 1 160 170 180 1 190 1 200 Zone 1 B 60 ft 60 ft 60 ft 60 ft 60 It 60 ft 60 ft 60 ft 60 It C 60 ft 60 ft 60 It 6011 60 ft 60 ft 60 ft 60 ft 60 ft D 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 It 60 It Zone 2 B 60 ft 60 ft 60 ft 1 60 ft 60 ft 1 60 ft 1 60 ft 60 ft 60 ft C 60 ft 60 ft 60 ft 60 It 60 ft 60 ft 60 ft 60 ft 40 ft D 60 ft 60 ft 60 it 60 ft 60 It 60 ft 52 ft 28ft IQ* Zone 3 B 60 it 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 44 ft 30 ft C 1 60 It 1 60 ft 60 ft 60 ft 52ft 1 28ft 19 ft NA NA D 1 60 It 1 60 It 60 ft 1 46 ft 22 ft I NA NA NA J NA Nate 1) Fqposuae category for the structme location shag be as defined in the Florida Building Code 2) Linitaboas are based on an effective wind area at 10fe or less 3) Topographic factors such as escarpments or his are not included it the above assessment 4) Applicable for Enclosed Btnldmgs wMxKd overhangs 5) NA='Not Allowed'6)Kd=0.85 7)Projects with mean roof heights of greater than 60 ft shall be evaluated by a. licensed design professional 8)See page 6 for details for dimensions and locales of Zone 1,2,and 3 9)V,1t Is shown In the tables above.Design wind bads are calculated usim V =V J0.6 per 1609.3.1. or hip roofs 2:12 to 5.61Z Zone 3 shag be treated as Zane 2 M17001.le FL166674;0 Page 2 of 7 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply wariainly,insh d6ition,recommended use,or other product atlnbutes that are not spirally addressed herein_ i _ - _ , �_. -- _ __ __ _ i . _ , . _ _ _ _ , _ f _ _ CREEK LV_Thompson,tr�(fAMCO) Mdd Roofing TECHNICAL SERVICES, LLC TM-Lock System 2: (non-HVHZ only) Slope: Shall be in accordance with FBC. Roof Deck: Minimum 7/16-inch APA span rated OSB sheathing or wood plank for new and existing roof deck Deck shall be designed by others rn accordance with FBC requirements_ Underiayrnent Installed in accordance with FBC requirements_ One (1) #10 x minimum 1" Pancake Head Screw, Type 17 point shall be applied Attachment maidmum 7 in. ox along the fastening strip- Fasteners Shall penetrate.the deck a minimum 3/16-inch and shall conform to FBC Sections 1507-4-4 and 1506.6_ Maximum Design -45 psf Pressures: Plessu►e cak uWed usM 2:1 nargsi al saW per 1504 9 Fasteners- ^#10 Pan-Head Sdf Tapping Screws Spaced 7'o_c.Along Length iS'oc Deck-Minimum 7/16'OSB Maximum Mean Roof Heights for Gable/Hip Roofs Slopes 2-12—6.1:12 and>6.1—12-12(Gable Roofs only) Exposure Basic Wind S mph) 120 130 1 14-0--T 1 1 160 1 170 1 180 1 190 200 Zone 1 B 60ft 60ft 60ft 60ft 60ft 60ft 60ft 1 48ft 35ft C 1 60 ft 1 60 R 60 R 60ft 60 ft 35 It 20 It I NA I NA D 60 ft 60ft 60 ft 55 ft 27 ft NA NA NA I NA Zone 2 B 60 ft 60 ft 60 ft 50 ft 31 ft NA NA NA NA C 60ft 48 ft 23 ft NA NA NA NA NA NA D 50 ft 20 ft NA NA NA NA NA NA NA Zone 3 - B 60ft 35 ft NAL NA NA NA NA NA NA C 19ft NA NA NA NA NA I NA I NA I NA D NA NA NA NA NA I NA I NA I NA I NA Notes: 1) category for the shod ure location shaft be as defined in the Florida Building Code 2) Limitations am based on an effective wired area of 1 or less 3) Topographic factors such as escarpiments or hills are not kwkjded in the above assessmen1t 4) AppFrrabte for Fused Buildings wdhout overhangs 5) NA="Not Avowed"6)Ka=0.85 7)Projects with mean roof heights of greater than 60 ft shaft be evakoted by a licensed design professional 8)See page 6 for details for dimensions and locales of Zone 1,2,and 3 9)V k is shown in the tables above.Design wind loads are calculated using V_d=V,td0.6 per 1609.3.1. hip roofs Z12.to 5.6.72,Zone 3 shal be treated as Zone 2 LVT17001.1e FL16667-113 Page 3 of 7 This evaluation report is provided for State of Florida product approval under Rule 61G2D.3_ The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid- This evaluation report does not express nor imply warranty,installation,recommended use,or other product attributes that are not spedfically addressed herein. i I' i _ _ _ _ �: I i __ _ _ .. . .. _. - - i ,.,. i ... _ _.. � I I , � J a CREEK LV_Thompson ) TECHNICAL SERVICES, LLC TM-Lock System 3: Slope: Shall be in accordance with FBC- Minimum 15/32-inch APA span rated plywood sheathing or wood plank for new and Roof Deck existing roof deck at max.24 in_span;In the HVHZ,new construction shall be min- 19132 Rh_ plywood at max_ 24 in- span- Deck shag be designed by others in accordance with FBC requirements. Installed in accordance with FBC requirements_ In the HVHZ,the minimum underlayment Undedayment shag be ASTM D 226,Type II installed in accordance with Sections 15182 and 1518A or any approved undedayment for use in the HVHZ- One (1) #10 x minkrimn 1" Pancake Head Screw, Type 17 pobrt shall be applied maximum 3.5 In. o.c along the fastening strip. Apply a continuous 3/164neh bead of Attachment Bostik 70-05a adhesive along the male rib before snapping panels together. Fasteners sty penetrate the deck a minknur t 3M 64nch and shall conform to FBC Sections 1507-4A and 1506.6_ Ma)&n rn Design 425 psf Pressures: Preswm cared usE g 2:1 margar ofsafety per 15049 Fasteners- #10 Parofead Self Tapping Screws Spaced 3.5"o_e.Along Length a - VZZZZZ 16"o.c. Polyurethane adhesive sealant Deck-minimum 15132,wood between male and female legs Nlaxtmrirn Mean Roof Heights for Gablel ft Roofs Slopes 2:12—6.1:12 and>6.1-12.12(Gable Roofs only) Exposure Basic Wmd S mph) 120 130 1 140 150 1 160 170 180 190 1 200 Zone 1 B 60 ft 60 ft 60 It 60 ft 60 ft 60 ft 60 ft 60 It 60 ft C 60 ft 60 It 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft on ft D 60 ft 60 It 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft Zone 2 B 60 ft 60 ft 60 It 60 ft 60 ft 60 ft 60 ft 60 ft 57 ft C 60 ft 60 ft 60 ft 60 ft 60 ft 60 it 38 ft 23 ft NA D 60 ft 60 ft 60 tt 60 ft 1 60 ft 30 ft 19 ft NA I NA Zone 3 B 60 ft 60 ft 60 ft 60 ft 60 ft 44 ft 30 ft NA NA C 60 ft 60 ft 60 ft 35 ft 19 ft NA NA NA NA D 60 ft 60 ft 3( ft NA I NA NA NA I NA NA Motes: 1) Expo sure category for the sfnchue oration shall be as defined it the Ronda Building Code 2)'Li nilations are based an an effective wind area of 1O fr or less 3) Topographic factors such as escarpments or hills are not ixkded in the above assessrner*4) Appirable for Endosed BuMings without overhangs 5) NA="Not Asowed°6)Kd=0.85 7)Projects with mean roof freights of greater than 60 it shall be evahrated by a licensed design professional 8)See page 6 for details for dimensions and locales of Zone 1,2,and 3 9)V h is shown in the tables above.Design wind loads are calculated using V =Vg4oz per 1609.3.1. hip roofs 2:1210 5.6.1Z Zayre 3 shay be treated as Zone Z LVT17001.le FL16667413 Page 4 of 7 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaahration report does not express nor imply warranty,hilt labon.recommended use,or other product atinbutes that are not specifically addressed herein. 1 ' • •p Y C R E E I 1 LV_Ttrompson"�M TECHNICAL SERVICES, LLC TM-Lock System 4: Slope: Shall be in accordance with FBC. Minimum 15/32-inch APA span rated plywood sheathing or wood plank for new and Roof Deck existing roof deck at mar.24 in-span; In the HVHZ,new constriction shall be min-19132 in- plywood at max. 24 in- span- Deck shag be designed by others in accordance with FBC requirements. Installed in accordance with FBC requirements- In the HVHZ,the minimum underlayment' Undedayment shag be ASTM D 226,Type II installed in accordance with Sections 15182 and 1518A or any approved undertayment for use in the HVHZ One (1) #10 x minirrilmn 1s Pancake Head Screw, Type 17 pout shall be applied maximum 7 in. o.c along the fastening strip. Apply a continuous 3/164nch bead of Attachment Bostlk 704)5a adhesive along the male rib before snapping panels together- Fasteners strap penetrate the deck a r inurtum W16-inch and stall conform to FBC Sections 1507.4.4 and 1506.6_ Maxi m rn Design 75 psf Pressures. Pbesswe calada(ed using 2:1 margin ofsafety per 1504.9 Fasteners- 910 Par"iem " Self Tapping Screws Spaced 7"o.c-Along Length a 16r o.c. Polyurethane adhesive sealant L Deck-minimum 15132"wood between male and female legs Maximrun Mean Roof Heights for Gable/Hip Roofs Slopes 212-6.7.12 and>6-1-12-12(Gable Roofs only) Expohue Basic Wind'S (mph) 120 1 130 1 140 1 150 1 160 1 170 1 180 1 190 1 200 Zone 1 B 60 ft 60 ft 60 ft 60 ft 60 ft 60 ft 1 60 ft 60 ft 60 ft C 60 ft 60 It 60 ft 60 ft 60 ft 60 ft 1 60 ft 60 ft 60 ft D 60 ft 60 ft 60 ft 60 ft 60 it 60 ft 60 ft 60 ft 38 ft Zone 2 8 60 It 60 ft 60 It 60 ft 60 ft 60 ft 60 ft 57 ft 40 ft C 60 ft 60 ft 60 ft 1 60 ft 60 ft 42 ft 25 ft NA NA D 60 ft 60 ft 60 ft 1 60 ft 35 ft 19 ft NA NA NA Zone 3 B 60 ft 60 ft 60 ft 1 60 ft 48 ft 31 ft NA NA NA C 60 ft 60 ft 42 ft 1 21 ft NA NA NA NA NA D 1 60 ft 1 40 It 1 19 It I NA I NA I NA I NA I NA I NA Notes 1) Exjposwe category for the shucbre location shall be as defined in the Florida BuUng Code 2) Li ulations are based an an effective vrid area or 10le or less 3) Topographic factors such as escarpnmntss all hills are not incided it the above assessment 4) Appicabfe for Endosed Bu&UW willmut overhangs 5) NA="Not Allowed'6)Ke=0.85 7)Projects with mean roof.heights of greater than 60 ft shall be evahuded by a lioensed design professional 8)See page 6 for details for dimensions and loeales of Zone 1,2,and 3 9)V v is shown in the tables above.Design wind loads are calculated using V,d=V,;40.6 per 1609.3.1. hip roofs 2:12 to 5.6.1Z Zane 3 shai be treated as Zone 2- LVT17001.1e FL166674t3 Page 5 of This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid_ This elrakmbon report does not expwss nor imply warranty,installation,recomnterided use,or other product attributes tltat are not speclically addressed herein. CREEK LV ThompsonInc �ng TECHNICAL SERVICES, LLC Gable Hip X 3 2 313 2 312 2 a P 2 1 2 2 1 2 2 1 2 2 1 2 3 2 j3 13 2 Ha a 2 a la lalal lal lal Dimension W shall be 10°%of the least horizontal dimension or(0.4 x Mean Roof PWghQ,whichever is smaller,but not less than either 4%of the least horizontal dimension or aft LIMITATIONS 1- Fire classification is not within the scope of this evaluation. 2_ The roof deck and the roof deck attachment shall be designed by others to meet the minimum design loads established for components and cladding and on accordance with FBC regrmemerts- 3. Reroofing shall be in accordance with FBC Section 1511 outside the HVHZ or Section 1521 within the HVHZ- 4_ Installation of the evaluated products shall comply with this report,the FBC and RAS 133 within the HVHZ, and the manuf icdrueFs published application instructions_ Where discrepancies exist between these sources,the more restrictive and FBC comprwnt installation detail gall prevail. 5_ M products feted m this report shall be manufactured under a quality assruanc a program in compliance with Rule 61G20-3. LVT17001.1 a FL16667-R3 Page 6 of 7 This evaluation report is provided for State of Florida product approval under Rule 61G2D-3. The manuFachner shalt notify CREEK Technical Services,LLC of any product changes or quardy assurance changes throughout the duration for which this report is va§d. This evaluation report does not express nor imply warranty,installation,reaortsnended use,or other product athleutes that are not specifically addressed herein. CREEK LV.Th n new or, TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT The products evaluated herein by Zachary R Priest, P-E- have dated compliance with the Florida Building Code,6°i Edition(2017)as evidenced in the referenced documents submitted by the named manufacturer. ,`�. PAY R_ A 2018.12.12 No 74021 �7 09:20:43 -05r00r : 3 S TAT E OF :Q/ FlN � %�T•• 'c P,.' ' Zachary R_Priest;P-E_ rida on No. ��is ONALS?.``,, Organizafi�orrsN hANE9644021 rit10. CERTIFICATION OF INDEPENDENCE CREEK Technical Services,LLC does not have,nor vnll it acquire,a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services.LLC is not owned,operated,or controlled by any company manufadurirg or dstnka ft products under this evaluation. Zachary R Priest,P.E does not have,nor will acquire,a fi wn Werest it any company rrranufachrring or distrbuting products under this evaluation. Zachary R.Priest,P.E.does not have,nor will acquire,a financial interest in any other entity involved in the approval process of the product i END OF REPORT LVT77001.1e FL166674R3 Page 7 of 7 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technicat Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not egress nor imply warranty,mstalabon,recornmerded use,or other product andmies that are not specifically addressed herein.