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Home My WebLink AboutEngineering i T reasu,e Harvey E.Koehnen 7205 Elyse Circle C oast Professional Engineer#32831 P 5 L Florida 34952-8212 B uilding Architect#AR0009471 PHONE(772)466-5509 E ngineers, Certified General Contractor#CGCO24776 FAX(772)489-3035 Inc. E-MAIL:hkoehnen@tcbeweb.com i Contractor VV XU,46, Owner gU ti%4 k 9 Date Job Address 3 LA pJ!�.t- 009.17K 6:�'"r$. METAL ROOFING_1xt/I~fA Go kST S*V' 4I24f4f NEW ROOF RE-ROOF _ REPAIR AREA 14- METAL METAL ROOF PLAN I - ------------ 7+1+ 8 i I ' I I ASCE 7-10& FBC 2014 5th Edition ENCLOSED BLDG x SEMI ENCLOSED BLDG OPEN PART 2 LOW RISE C&C SIMPLIFIED RISK CAT 2/V= ¢JEXPOSURE JKzt=1.0/h-L4:1-12 �/12 PITCH II ROOF SYSTEM W).A �l.• (6 Lo j.(3 �2 ZONE 1 P @ @ h=30 = X = PSF x 0.6= .-2 $•� ZONE 2 P@ @ h=30 = X = PSF x 0.6= a= 2 t s y W ZONE 3P@@ h=30 = X = PSFx0.6=f(o5�( a- =5`''�2=5 MAX DESIGN PRESSURE PER NOA - gA".2S• DECK TYPE L W°4o THICKNESS ".V' MIt4 BASE SH S✓PRt�-tet No OF PLIES 11, FASTENER TYPE SPACING 5jr sino."#J4 PLY SHEET NO.OF PLIES FASTEN ER TYPE SPACING' C TOP PLY r. NO.OF PLIES FASTEN ER TYPE - SPACING INSULATION BASE LAYER TYPE —+ SIZE TYPE OF FASTENERS: SPACING FIELD --+ PERIMETER CORNERS INSULATION TOP LAYER TYPE SIZE TYPE OF FASTENERS/urk N G IAL J45 x jY�« +3S w DRIP EDGE SIZE_ 3 DRIP MATERIAL"6P GA 6s.I FLASHING MATERIAL �—� 6!Ac •�. FASTENER SPACING FOR METAL ROOF PANELS: FIELD PERIMETER CORNER " T reasure Harvey E. Koehnen C oast Professional Engineer#32831 B uilding Architect#AR0009471 Mt E ngineers, Certified General Contractor#CGCO247Z6 Inc. 'These tables Are For Roof Coverings Roof coverings Installed on Buildings with a Mean Roof Height of 30'or Less Located In Exposures B, C or.D Table R301.2[2j_iqF,- P:t 60 �5-C A5c fff 7-16 COMPONENTS AND CLADDING WORST CASE DESIGN PRESSURE[PSF]. 180 &-p B 160 Exp c 160 Exp 0 160 Exp D 160 Exp D (One story (Two story*) (One story ) (�wo story) Roof>0 to degrees Zone 1 -273 -33.4 -38.7 40.6 Iwo 7degrees=1112112 pitch Zone 2 -46.4 -562 -65.0 -68.3 14777.1 Zone 3 -69.8 . -84.5 -97.7 -102.7 11115.9 Roof>7 to 2�7 degrees "Zone 1 -263 -30,7 -35.5 -37.2 42 6/ pitch 7_0 Roof >7: 2= 73.3 LVdegre68 6/U pitch Zone 2 -44,1 -63.4 -61.8 -64.9 Zone 3 -65,1 -78.8 -91.2 -95.7 1 Rooff>27 to 45 degrees Zone U 1 -27.8 -33.7 -4 -40A . 45 degrees= 12112 pitch Zone 2 -32.4 39.3 _45.4 -47.7 -53.8 Zone 3 -32.4 _39,3 45.4 -47,7 �53.8 60 Exp B 150 Exp 0 150 Exp C 150 Exp D 1:50 Exp D (one story*)(two story*)(one StMl (,two StOFY') Rbof>0 to 7 degrees Zone 1 -24.3 -29.6 -34.1 -35.8 X40.4 7dagreet;=11/2/12 pitch Zone 2 -40.8 -49A -57,2 -60.0 :1 67*8 Zone 3 -61.4 -74.3 -86.0 -90.3 T1 02.0 Roof>7 to 27 degrees Zone 1 -22,2 -26,9 -31.1 -32.7 136'9 27 degrees=6112 pitch Zone 2 - I 38.7 .-46.9 -54.2 -56.9 84.3 Zone 3 -57,3 -69.4 -8110.3 -84.31-95,2 R'Oof>27 to 45 degrees Zone 1 -24.3 L29.5 34.1 45 degrees=12/12 pitch Zone 2 -2BA -34.4 -39.8 -41.8 Zone 8 -28A -34.4 39-8 -41,8 47.2 One One story*=one story building with a maximum mean roof height of 15 feet Two story"=two story building with a maximum mean roof height of 30 feet 1f-allowed by the Miami Dade N.O.A or Florida Product Approval,any system,that,does.-not,meet the MMIMum components and cladding pressures for the area that the building is located per i,iIs form moy require a Florida licensed engineer to revise the fastener spacing T C B E,Inc. 7205 Elyse Cirde PHONE (772)466-5509 Port Saint Lucie FAX (772)489-3035 Florida 34952-8212 E-MAIL hkoehnen@tcbeweb.com' wEB srrE http://www,tcbeweb-com i t . o . . . D ® . Gulfs K SUPPLY & MANUFACTURING 26 GA. SVCRIMP ROOFOVER • • PRODUCTLORIDA ► ¢. TN! Product Evaluation Report GULF COAST SUPPLY&MANUFACTURING, LLC. 26 Ga. 5V Crimp Roof Panel over 151320 Plywood Florida Product Approval #11651.13 R2 Florida Building Code 2014 Per Rule 61G20-3 Method: 1 -D I ` Category: Roofing 1 Subcategory: Metal Roofing 11� Compliance Method: 61G20-3.005(1)(d) 1 NON HVHZ V� Product Manufacturer: Gulf Coast Supply & Manufacturing, LLC. 14429 SW 2nd Place, Suite G30 Newberry, FL 32669 VSEL 5•,k jaPOGENs 'Sy Engineer Evaluator: : No. 755,9 • . Dan Kuhn, P.E. #75519 Florida Evaluation ANE ID: 10743 STATE OF Validator: S o R t V?'. Locke Bowden, P.E. #49704 ;'0NAL I IIIE �.�`� 9450 Alysbury Place o. X12-0-15 Montgomery, AL 36117 Contents: Evaluation Report Pages 1 — 5 I FL#11651.13 R2 JUNE 15,2015 KUHN ENGINEERING, LLC I d GaKtulf co SUPPLY & MANUFACTURING I F., IF-W FT� 5 V �[Jm 26 GA. 5VCRIMP ROOFOVER • • FLORIDA, PRODUCT APPROVAL NO. 11651.13 R2 T:�t Compliance 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 75/32" 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 Rib Height: 3/S" Major Rib Panel Fastener: #9-15x1.5"with sealing washing in the flat of the panel or approved equal, I/4" minimum penetration through plywood. Corrosion Resistance: Per Florida Building Code 2014, Section 1506.6, 1507.4.4 Substrate Description: Minimum 75/37"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 Buil ing Code 2014. Design Uplift Pressures: Table"A" naX1uT�tal�tpfilelgn�rc�ssi Emu ommr10pWF Fastener Pattern 12"-12" ! 9.5"-2"-9.5" 'as'e Iter, 1parig >4 ( O m&-- Design Pressure includes a Safety Factor=2.0. I I FL#11651.13 R2•JUNE 15,2015 ENGINEERING,KUHN /Now, c (03"u SUPPLY & MANUFACTURING i LDel 5V 'C 26 GA. • ROOF PANEL 1PLYWOOD* ORIDA PRODUCT r■ ' r . TId 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 relites 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 he 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 61G20-3.005(3)for manufacturing under a quality assurance program audited by an approved quality assurance entity. I 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 ri port. 1 I FL#11651.13 R2•JUNE 15,2015 • . . ■ N ENGINE ERING, LLCI I GulfC"04 F10 , ® e , . . a 51UPPLY & MANUFACTURING b/'U 5V�11�u Liu, lu , - 26 GA. • ROOF PANEL OVER • • FLORIDA PRODUCT ! APPROVAL 11651-13 6 ; - 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. I I; ii .l I FL#11651.13 R2•JUNE 15,2015 I • N ENGINEERING, LLCI i .i .4� GuIK5a"st SUPPLY & MANUFACTURING 5V� SVCRIMP ROOF PANELOVER • ! 51 LORIDA • APPROVAL Im ENGINEER LOAD TABLE:26 Ga.5VCrimp Roof Panel over 15/32"Plywood 0 M, WIIND FASTENER SUBSTRATE 720 130 740 150 160 pl -170 1130 SPEED Penetrat on) (MIN.15132) ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER SPACING SPACING SPACING SPACING SPACING SPACING SPACING f.� ZONE 2 #9-15X1.5" Plywood 16"TYPE 1 16"TYPE 1 16"TYPE 1 16"TYPE 1 16"TYPE 1 16"TYPE 1 16"TYPE 1 M a ME 1.)PANEL DESCRIPTION:5V CRIMP,MIN.26 GA.,GRADE 80,24"COVERAGE. ` 2.)PANEL FASTENER:#19-15X1.5" HWH WITH SEALING WASHER W/MIN.1/4" 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 580AJL 1897 TESTING. 4.)PLYWOOD DECKING:MIN.%2"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 I ,X fONE2 RIP ROOF ZONE 3 )a Note:Dimension(a)is defined as 10%of the minimum width of the building or 'ra 40°%of the mean height of the roof,whichever is$malter,however,(a)cannot be less than either 4%of the minimum width of the building or 3 feet. RIDGE TYPE 1 FASTENER PATTERN r ------ - ,` (1) #9-15 x 1-1/2" HWH w/Sealing Washer ZONE 1 \ 211 _ ,4 'GII �! l I - I f --------------------- xx SAVE At Panel Lap ZONE /NE Z GABLE ROOF iI I TYPE 2 FASTENER PATTERN I � I /—RIDGE _ (1) #9-15 x 1-1/2"HWH w/Sealing Washer i-- ———————————————————1 Ya I")aIA.�II �.�II GII Vl ZONE1 �G _^ ZONE 3 `-SAVE + FL#11651.13 R2•JUNE 15,2015 I KUHN ENGINEERING, LLC i'