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Home My WebLink AboutPRODUCT APPROVALFlorida f;uilding Code Online http://www.floridabu ild ing.org/pr/pr_a pp_dti.aspx?param=wG EVX... AWilrtmen'd BCIs Home log In 1 User Regk[ra[an Ho[Tapks SubmR se¢lurye I Stats a Facts PubGcatkns I FBC stag I BC6 Ste Mao i links sea¢k ProalBusmesyy fessibProduct Approval .ri USER: Pubic User rrReeg�I1trgur�l�Aa�tion r �ktxtlliiielil4 Flsntg onroyal He"> Fmtluctor Anof nn Sea'L> Pooraatbn Lkt> APPYmtion Demo a g?.w� FL# FL8248-R12 _ Application Type Revisionk7Code Verson 2014�ILAtl4—ys COPY Application Status Approved Comments Archived N Product Manufacturer Wayne -Dalton, a division of Overhead Door Corporation Address/Phone/Email 3395 Addison Drive Pensacola, FL 32514 (850) 474-9890 Mark Gamn@Overh eaddoor. com Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Greg Taylor gtaylor@Wayne-Datton.com Mark Garon 3395 Addison Dr. Pensacola, FL 32514 (850)474-9490 Mark_Garon@Overheaddoor.com Exterior Doors Sectional Exterior Door Assemblies SCANNED BY St. Lucie County Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer " Evaluation Report - Hardcopy Received Mark A. Sawicki PE-72613 Intertek Testing Services NA Inc. - ETL/Warnock Hersey 03/06/2020 Jeffrey P. Arneson, P.E. �� Validation Checklist - Hardcopy Received FL8248 R12 COI COI Cent of Ind Scates 2014 WD s odf FL8248 R12 COI Mark Sawicki Ind certodf FL8248 R12 COI Valicator Cent of Ind Wayne Dalton odf Referenced Standard and Year (of Standard) StandaM ANSI/DASMA-108 ANSI/DASMA-115 TAS-201 TAS-202 Year 2002 2005 1994 1994 1of5 6/2/2016 4:54 PM Florida @uilding Code Online http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wG EVX... Equivalence of Product Standards Certified By Sections from the Code TAS-203 1994 Product Approval Method Method 1 Option D O CPY Date Submitted 02/20/2015 U�n Date Validated 03/27/2015 F` a Date Pending FBC Approval 05/12/2015 Date Approved 06/23/2015 Summary of Products FL # ' Model, Number or Name Description 8248.1 8000/8100 #1101 19' Max width. 14' Max height. Glazing available in top or I intermediate section. Limits of Use I Installation Instructions Approved for use in HVHZ: No FL8248 R12 II 1101 327010 P4.odf Approved for use outside HVHZ: Yes FL8248 R12 II Track Suonlement Chart P10 odf Impact Resistant: No : FL8248 R12 II WD1amb5uoplementP16 s odf Design Pressure: +22.90/-26.30 Verified By: Mark A. Sawicki FLORIDA PE 72613 Other: Glazing is not impact resistant and does not meet i Created by Independent Third Party: No the requirements for wind-borne debris regions. Evaluation Reports FL8248 R12 AE 8000 FBC eval 0323155 odf 1 Created by Independent Third Party: No 18248.2 8000/8100 #1102 9' Max width. 14' Max height. Glazing available in top or intermediate section. 1 Limits of Use Installation Instructions Approved for use in HVHZ: No FL8248 R12 11 1102 327011 P4 odf Approved for use outside HVHZ: Yes FL8248 R12 II Track Supplement Chart P10.pdf Impact Resistant: No FL8248 RI2 11 WD]ambSuoplementPl6 s odf Design Pressure: +26.90/-30.80 Verified By: Mark A. Sawicki FLORIDA PE 72613 Other: Glazing is not impact resistant and does not meet Created by Independent Third Party: No the requirements for wind-borne debris regions. 1 Evaluation Reports 1 FL8248 R12 AE 8000 FBC eval 032315s odf Created by Independent Third Party: No 8248.3 1 8000/8100 #1103 9' Max width. 14' Max height. Glazing available in top or 1 intermediate section. Limits of Use 1 Installation Instructions Approved for use in HVHZ: No I FL8248 R12 If 1103 327012 P4 odf 1 Approved for use outside HVHZ: Yes 1 FL8248 R12 If Track Supplement Chart P10 pdf Impact Resistant: No 1 FL8248 R12 II WD1amb5uoplementP15 s odf 1 Design Pressure: +35.70/-41.00i Verified By: Mark A. Sawicki FLORIDA PE 72613 Other: Glazing is not impact resistant and does not meet Created by Independent Third Party: No the requirements for wind-borne debris regions. Evaluation Reports FL8248 R12 AE 8000 FBC eval 032315s pdf Created by Independent Third Party: No _._...._..............-....__.____ 1 8248.4 1 8000/8100 #1104 ____._._._.-._.........____._.....-_......_.._...___.._..______.__..__.ti 9' Max width. 14' Max height. Glazing available in top or intermediate section. Limits of Use 1 Installation Instructions j Approved for use in HVHZ: No FL8248 RI2 II 1104 327013 P4.odf Approved for use outside HVHZ: Yes FL8248 R12 11 Track Supplement Chart PI0.pdf - Impact Resistant: Yes 1 FL8248 R32 11 WD]ambSupplementP16 s.pdf i • Design Pressure: +46.00/-52.00 Verified By: Mark A. Sawicki FLORIDA PE 72613 Other: Created by Independent Third Party: No ' 1 Evaluation Reports FL8248 R12 AE 8000 FBC eval 032315s odf Created by Independent Third Party: No 2 of 5 6/2/2016 4:54 PM Florida Building Code Online http://www.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVX... 18248.11 8000/11100 #1142 IS' Max width. 14' Max height. Glazing available in top or j j Limits of Use Approved for use in HVHZ: No ' Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +34.40/-38.30 ' Other: Intermediate section. Installation Instructions FL8248 R12 II 1142 327022 P4 odf FL8248 R12 11 Track Supplement Chart PIQ odf FL8248 R12 11 WD3ambSupplem ntP16 s odf Verified By: Mark A. Sawicki FLORIDA PE 72613 Created by Intlependent Third Party: No Evaluation Reports FL8248 R12 AE 8000 FBC eval 032315s odf Created by Independent Third Party: No 8248.12 8000/8100 #1143 18' Max width. 8' Max height. Glazing available in top or I i intermediate section. ..............._.............----------- ..........------._...............____....--`------...__—___........._....------._........------- Limits of Use .............. ..... _... _—--- --._------------------- --- Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes 1 Design Pressure: +34.40/-38.30 FL8248 R12 It 1143 327023 P4 odf FL8248 R12 11 312957 P6 6000-8024-8100-8124 Post odf FL8248 R12 11 WDJambSuoolementP16 5 odf Verified By: Mark A. Sawicki FLORIDA PE 72613 Other: Created by Independent Third Party: No ' Evaluation Reports FL8248 R12 AE 8000 FBC eval 032315s odf t-- Created by Independent Third Party: No 1 8248.13 _-------- _--- —_.._ 8000/6100 #1144 18' Max width. 8' Max he Glazing available In [op or Intermediate section. 1 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +46.00/-52.00 Other: Installation Instructions FL8248 R12 II 1144 327024 P4 odf FL8248 R12 II 312957 P6 8000-8024-8100-8124 Post odf FL8248 R12 11 WDJambSuoolementP16 s odf Verified By: Mark A. Sawicki FLORIDA PE 72613 Created by Independent Third Party: No Evaluation Reports I FL8248 R12 AE 8000 FBC eval 032315s,odf Created by Independent Third Party: No 8248.14 8000/8100/8200 #1I00 9' Max width. 14' Max height. Glazing available in top or intermediate section. I Limits of Use Installation Instructions I Approved for use in HVHZ: No FL8248 R12 II 1100 329468 P4 odf Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +15.90/-18.20 FL8248 R12 11 Track Supplement Chart P10 odf FL8248 R12 II WDJambSuoolementP16 s odf Verified By: Mark A. Sawicki FLORIDA PE 72613 Other: Glazing is not impact resistant and does not meet the requirements for wind-borne debris regions. Created by Independent Third Party: No Evaluation Reports I FL8248 R12 AE 8000 FBC eval 032315s odf Created by Independent Third Party: No i 8248.15 8000/6100/8200 #1120 � 16' Max width. 14' Max height. Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL8248 R12 fi 1120 327014 P4 odf Approved for use outside HVHZ: Yes FL8248 R12 II Track Supplement Chart P10 odf Impact Resistant: No j Design Pressure: +12.40/-13.80 Other: Glazing is not Impact resistant and does not meet I the requirements for wind-borne debris regions. FL8248 R12 II WDJamb5uoolementP16 s odf Verified By: Mark A. Sawicki FLORIDA PE 72613 Created by Independent Third Party: No Evaluation Reports FL8248 R12 AE 8000 FBC eval 032315s odf Created by Independent Third Party: No 8248.16 8000/8100/8200 #1140 18' Max width. 14' Max height. Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL8248 R12 II 1140 327020 P4.pdf Approved for use outside HVHZ: Yes FL8248 R12 II Track Supplement Chart P10.pdf Impact Resistant: No FL8248 R12 II WD3ambSuoolementP16 s odf Design Pressure: +12.40/-13.80 Verified By: Mark A. Sawicki FLORIDA PE 72613 Other: Glazing is not Impact resistant and does not meet Created by Independent Third Party: No the requirements for wind-borne debris regions. Evaluation Reports FL8248 R12 AE 8000 FBC eval 032315s odf Created a _ent _ rty' 4 of 5 6/2/2016 4:54 PM NQIES 1. IMPACT RESISTANT GLAZING OPTION— IMPACT RESISTANT GLAZING SYSTEM MAY BE INSTALLED IN TOP OR INTERMEDIATE SECTION (WM OR WMCVT DECORATIVE INSERTS). GLAZING SHALL BE 1/4' POLYCARBONAM. MAXIMUM GLAZING DIMENSIONS SHALL BE 11' x 17" CUTOUT. FASTENED WITH /B X 1' SMS: 3X ALONG THE HORIZONTAL AND 2X ALONG ME VERTICAL. SEE DETAIL J ON SHEET 2 FOR ASSEMBLY DETAILS. 2. NON -IMPACT RESTART GLAZING OPTION - .090' MINIMUM SSS GLAZING IN MOLDED FRAMES SCREWED TOGETHER WITH A MINIMUM OF (10) WBx1° SCREWS INSTALLED IN TOP OR INTERMEDIATE SECTION (AM OR WMIOUT DECORATIVE INSERTS) MEETS UNIFORM STATIC WIND PRESSURES SHOWN ON MIS DRAWING. GLAZING SHALL HAVE A MAXIMUM HEIGHT OF 10.69' AND A MAXIMUM LENGTH OF 16.94'. GLAZING IS NOT IMPACT RESISTANT AND DOES NOT MEET ME REQUIREMENTS TOR WND-BOINE DEBRIS REGIONS. 3. VINYL OR WOOD DOOR STOP NAILED A MAXIMUM OF 6" O.C. MUST OVERLAP TOP AND BOTH ENDS OF PANELS MINIMUM 7/16" TO MEET NEGATME PRESSURES. 4. KEY LOCK OR SLIDE LOCKS REQUIRED. 5. LOUVER OPTION - .040" MINIMUM LOUVERS IN MOLDED FRAMES SCREWEO TOGETHER WTH A MINIMUM OF (10) #Bxt' SCREWS INSTALLED IN ME BOTTOM SECTION. LOUVERS ARE NOT IMPACT RESISTANT AND DO NOT MEET ME REQUIREMENTS FOR WIND-BORNE DEBRIS REGIONS. 6. SECTION STEEL TO HAVE A MINIMUM 26 CA THICKNESS. 7. ME DESIGN OF ME SUPPORTING STRUCTURAL ELEMENTS SHALL BE ME RESPONSIBILITY OF ME PROFESSIONAL OF RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE WITH CURRENT BUILDING CODES FOR ME LOADS LISTED ON MIS DRAWING. S. DOOR JAMB TO BE MINIMUM 2x4 STRUCTURAL GRACE LUMBER. REFER TO JAMB CONNECTION SUPPLEMENT FOR ATTACHMENT TO SUPPORTING STRUCTURE. 9. FOR LOW HEAD ROOM LIFT CONDITIONS. TOP BRACKET SHALL BE A 13 GA LHR 7/4 TOP BRACKET WITH A MINIMUM OF (3) 1/4-14x7/8" SELF DRILLING CRIMPME SCREWS IN LIEU OF ME BRACKET SHOWN ON THIS DRAWING. U-BAR ON TOP SECTION SHALL BE INSTALLED ON TOP OF LHR TOP BRACKETS. 13 CA HOME ANGLE 13 GA RAG ANGLE 15 CA MIN HORIZ MAN 5/16x1-5/8' LAG SCREW (MIN 4 AS SHOWN) (4) 1/4-20x9/16" LARGE HEAD TRACK BOLTS OR 1/4-20 STUDS WMI 1/4-20 HEX NUTS 15 GA MIN VERT TRACK 5/t6xl-5/8' LAG SCREW AT EACH JAMB BRACKET 15 CA STIFFENED JAMB BRACKETS SEE SCHELDULE FOR WARM. LOCATION. AND TYPE KEY LOCK OR SIDE LOCK EACH ENO (SEE NOTE 4). SLIDE LOCK SHOWN FOR SUPERIMPOSED DESIGN PRESSURE LOADS ON SUPPORTING STRUCTURE MA% MA% UNIFORM POINT LOAD AT HEADER AN DOOR DOOR LOAD EACH SLAB AT EACH POST WDM HEIGHT JAMB (PUT) LOCATION (CBS) 7•-0' 185.5/-209. +15OZ4/-1712S 17-0` 8'-0' 185.5 -209. +1704.0/-1936.3 T+190J/-215.] +163).0/-1850.5 18•-0' e'190.7/-215.] +18fiD.3/-2102.9 20 GA CENTER GA END STILE REV1510N5 FE DOOR ) pl MODELED NOTES NOT: (4) SECTION SOLID DOOR SHOWN. SEE SHEET 2 FOR U-BAR LOCATIONS ON DOORS WPM OMER SECTION QUANTITIES AND 1 NOTE' 18• DOOR SHOWN. SEE SEE NOTES 1 AND 2 MIS \ SHEET 2 FOR HINGE, STILE. AND SHEET FOR GUZING POST LOCATIONS ON OMER SIZE OPTIONS. DOORS. FOLLOWNG DIMENSION DENOTES SLOTTED JAMB BRACKET ATTACHED TO TRACK WTH 1/4-204/I6" TRACK BOLT AND NUT AS SHOWN ABOVE. 1 MARK A sAWCN. PE 2501 5. STALE HWY 1Y1. MILE 160 .Aws'LL". 1X,DO6, FL PE 72613 ,M PE IC6391 ZONAL INGREERS DEAL PROMOS) ONLY FOR 11. OF ..%. O epilTNJcIION OEI.LS Wayne® palton DESIGN (PSF): +46.00/-52.00 MAX WIDTH: 18•-0" TEST (PSF): +69.00/-78.00 MAX HEIGHT: 8'-0" DI IMPACT/CYCLIC RATED (YES/NO): YES MAX SECTION HEIGHT' 21" CI MODELS 8000/8100 WINDLOAD SPECIFICATION OPTION CODE 1144 OIMSION OF OVERHEAD DOOR CORP PENSACOLA DFLORIDA 32514 (850) 474-9890 AN JAMB TILE BLOCK. GET 9/19/08 P4 UPDATED TITLE BLOCK AND IMPACT GLAZING GRT 4/16/12 �J¢reR�$y J5„ +' rymlpK'xS.'7.M• �Y1 327024 I P4 T INTH 5/16-18 BOLT &NUT ER SLOT AND 1/4-20x9/16' 301T & 1/h20 HEX NUT H ANY TWO AUGMNG HOLES GA COMMERCIAL W 1 TOP BRACKETS EACH ED K1M (4) 1/h14 7/6' TILLING CRIMPTITE S '�• / 1/4-14x7/B' ILUNG CRIMPTITE SCREW DETAIL A OF EACH INSIDE END HINGE) IJ' 2' STEEL ROLLER MM 9' GRADE 1144 OR Q' •�'� �:I' EOUIVALENT STEM I) (2) 14 GA WEE BODY ENO MINCES EACH ATTACHED DD M1H (4) 1/4-145/B" SELF TAPPING SCREWS TOP PLATE NO. 1 HALF HNGE H CA WIDE BODY EXTENSION ALIGN BOTTOM OF Q° RENDER / HNGE WITH TOP INTERMEDIATE ONCE / OF THE U-BAR ATTACHED W1T1 (1) b. HEADER LOCK TOP LOCH 1/4-14x5/B' SELF BRACKET�� PLATE (4) I/F14J/8' TAPPING SCREWS \ SELF DRIWNG CRIMPTITE I sCRE 12 GA EXTENSION BRACKET DETAH C ATTACHED WITH (3) 1/4-140/8' HITCH PIN SELF DRILLING CRIMPDTE SCREWS (2 THROUGH STRUT AND BRACKET) Q (4) 5/I6xl-5/8' (2) 5/I6-1L1' 14 GA BOTTOM BRACKET LAG $CREW$ SET DRILUNG O / SCREWS W/ 5/I6 ATTACHED WITH (2) 5/16 1Bz2-1/2' 4) 5/16-I2x1' FLAT WASHERS- CRIMPTIIE/e SET SCREWS THROUGH ME% BOLT &NUT U. SET OWWNG BOTTOM BRACKET STRUT AND BOTTOM BRACKET - SCREWS AND (1) 1/4-14x5/8' SELF 2500 PSI NIN 14 GA CENTER HINGE - CONCRETE • HITCH PIN • • (4) 1/414x7/8' 6' % 8' ON / SEW DRIWNG TURNDONN SLAB B' NM CRIMPBTE SCREWS AT EDGE EDGE ADDED TO EACH DISTANCE ' HINGE W11N A POST _ / STRAP DETAIL (2) 5/16-12x1' SELF DRILLING SCREWS EACH WITH (1) 5/16 FLAT BOAR F IX HE HX29. DETAIL G DETAIL J 1 f� LOC4POYS OVEN DOBRS W (7) (4) SECTION DOORS WITH (5) 3- 20 GA 80 KSI U-BARS LOCATED AS SHOWN 1 ATTACH U-BAR WITH (2) 1/4-140/8' SEW DRILLING CRIMPTITE SCREWS AT EACH SOLE LOCATION, TYP. STRAP I 1/2-13 HEX NUT AMC SCREW IRBONATE REVISIONS MWIREO NOTES LO ,TIE THAT LOUVERS NOT IMPACT ISTANT. INCREASED SHEET 2 1 11/10/07 UPDATED TIRE BLOCK 1 IMPACT G1A21NG 4/16/12 l 0 u Wagner DESIGN (PSF): +46.00/-52.00 MAX NOTH: 18' DATE NAME LEST (PSF): +69.00/-78.00 MAX HEIGHT: 8'-0' DRAWN 5/26/06 CRT Dalton IMPACT/CYCLIC RATED (YES/NO): YES MAX SECTION HEIGHT: 21" CHECKED 1/22/07 MRB MODELS 8000/8100 SHEET 2 OF 2 MON W OVERHEAD DOOR COP MAIM PART NO. REV. CRIME DENSACOLA. FLOWDA 32514 WINDLOAD SPECIFICATION OPTION CODE 1144 B5o 474-9890 327024 P4 Product Evaluation Report GULF COAST SUPPLY & MANUFACTURING, LLC 26 Ga. 5V Crimp Roof Panel over 15132" Plywood Florida Product Approval #11651.13 R2 Florida Building Code 2014 Per Rule 61 G20-3 Method: 1 -D Category: Roofing FILE COPY Subcategory: Metal Roofing Compliance Method: 61G20-3.005(1)(d) NON HVHZ Product Manufacturer: Gulf Coast Supply & Manufacturing, LLC. 14429 SW 2nd Place, Suite G30 ,�rrunrrr,r Newberry, FL 32669 �NtEL S, kG Engineer Evaluator: Dan Kuhn, P.E. #75519 Florida Evaluation ANE ID: 10743 Validator: Locke Bowden, P.E. #49704 9450 Alysbury Place Montgomery, AL 36117 Contents: Evaluation Report Pages 1 — 5 No. 75519 �0• STATE OF Q: %;"%FSiAl�ORI0P.'��4.: 0,6'''un t" 30 2-015 Compliatice Statement: The product as described in this report has demonstrated compliance with the Florida Building Code 2014, Sections 1504.3.2. Product Description: 5V Crimp Roof Panel, 26 Ga. Steel, 24" Coverage, through fastened roof panel with fasteners in the panel flat over minimum 15A2" plywood decking. Non Structural application. Panel Material/Standards: Material: Minimum 26 Ga. Steel, ASTM A792 or ASTM A653 G90 conforming to Florida Building Code 2014 Section 1507.4.3. Paint Finish Optional Yield Strength: 80.0 ksi Corrosion Resistance: Panel Material shall comply with Florida Building Code 2014, Section 1507.4.3. Panel Dimension(s): Thickness: 0.018" Minimum Width: 24" Coverage FILE CoRib Height: 3/a" Major Rib Panel Fastener: #9-15x1.5" with sealing washing in the flat of the panel or approved equal, Y4" minimum penetration through plywood. Corrosion Resistance: Per Florida Building Code 2014, Section 1506.6, 1507.4.4 Substrate Description: Minimum 15A2" 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 2014. Design Uplift Pressures: n 9 11 RR7 17 R7 • II INF 1 Table "A" Nlaiamui t7ot'aI Uplift Design PreasJ e '94.25;psf i i, 6psf ' w Fastener Pattern 12"-12" 9.5"-2"-9.5" Fa�teher Pattern Spacing 16" O:C. 16 `,^O:C;. Design Pressure includes a Safety Factor = 2.0. Code Compliance: The product described herein has demonstrated compliance with the Florida Building Code 2014, 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 2014, as relates to Rule 61 G20-3. Performance Standards: The product described herein has demonstrated compliance with: • UL 580-06 - Test for Uplift Resistance of Roof Assemblies • UL 1897-04 - 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. 117-0053T-05 & 117-0331T-08 2. Certificate of Independence By Dan Kuhn, P.E. (FL# 75519) @ Kuhn Engineering, LLC (FBC Organization # ANE ID: 10743) Test Standard Equivalence: 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 1897-04 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 2014, including Section 1507.4.2 and in accordance with Manufacturers recommendations. For slopes less than 3:12, lap sealant must be used in the panel side laps. Installation: Install per Manufacturer's recommended details. Underlayment: Shall comply with Florida Building Code 2014 section 1507.4.5.1 and 1507.4.5.2. Roof Panel Fire Classification: Fire classification is not part of this acceptance. Shear Diaphragm: Shear Diaphragm values are outside the scope of this report. 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 FBC 2014 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 Velocity Hurricane Zone. Refer to current NOA or HVHZ evaluation report for use of this product in High Velocity Hurricane Zone. Wsy, rF, x 1� ENGINEER LOAD TABLE: 26 Ga. SVCrimp Roof Panel over 15/32" Plywood Bul)dingsjhaving'a Proof Mean Heights'2'0'-0 "'Roof Slope, 2"/12'; 11'A2?; Gable or HIp.Roof, Wind Speeds;120- ` r` 180moh, Expo' &e C, Risk C_at_egory II,,EnGiosed,Build'ing,:based on Florida;E#uilding Code 2014 ' 120 130 140 150 160 170 180 WIIND FASTENER SUBSTRATE ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER SPEED (MIN. 1/4'Enetration) F (MIN. 15/32°) SPACING SPACING SPACING SPACING SPACING SPACING SPACING ZONE 1 ; #9-15x15' , ° ' Plywood '.16-TYPEll 16" TYPE 1 '16 TYPtj, 16" TYPE 1 16" TYPE 1 16 TYPE 1 ,16" TYPE ZONE 2 #9-15%1.5" Plywood 16" TYPE 1 16" TYPE 1 16" TYPE 1 16" TYPE 1 16" TYPE 1 16" TYPE 1 16" TYPE 1 < ZONE 3: #9 45x1.S" Plywood i6 TtIPE'1` 16. 6 TYPE 1 16 TYPE 1;, , . , f16"TYPE 1 16 TYP,E'1: 1� i6'TYPE2� .TYPE;Z 1.) PANEL DESCRIPTION: 5V CRIMP, MIN. 26 GA., GRADE 80, 24"COVERAGE. 2.) PANEL FASTENER: #9-15XI.5" HWH WITH SEALING WASHER W/ MIN. A" PENETRATION. 3.) MAXIMUM ALLOWABLE PANEL UPLIFT PRESSURE: -94.25 PSF@ 16" O.C. FASTENER SPACING TYPE 1 FASTENER PATTERN, -131.0 PSF @16" O.C. FASTENER SPACING TYPE 2 FASTENER PATTERN BASED ON TAS 125, UL 580/UL 1897 TESTING. 4.) PLYWOOD DECKING: MIN.'SA2" THICK PLYWOOD MUST BE DESIGNED IN ACCORDANCE WITH FLORIDA BUILDING CODE 2014. 5.) ROOF SLOPE: ON ROOF SLOPES LESS THAN 3:12, LAP SEALANT MUST BE USED IN PANEL SIDE LAPS. 6.) LOAD TABLE BASED ON WIND PRESSURES CALCULATED PER ASCE 7-10 (KD = 0.85) MULTIPLIED BY 0.6 PER FLORIDA BUILDING CODE 2014 ZONE2 mr i.�-. - ZONE 3 . 1 / .I \� i RIDGE ZONE Note: Dimension (a) isdeoned as1O% of the minimum width of the building or a 40% of the mean height of the roof, whichever issnaller, however, (a) cannot be - lessthan either 4% of the minimum width of the building or 3 feet. GABLE ROOF ,a, ;a I �—RIDGE _' _________. ;a ZONE 1 _ - I' -ZONE3 '-EAVE FL# 11651.13 R2 • JUNE 15. 2015 TYPE 1 FASTENER PATTERN �—(1) #9-15x 1-1/2" HWH w/Sealing Washer At Panel Lap—/ TYPE 2 FASTENER PATTERN -(1) #9-15 x 1-1/2" HWH w/Sealing Washer 9.5"--r2n 4 I AW