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Home My WebLink AboutEngineering • • Treasure Harvey E.Koehnen 7205 EI 'd C oast Professional Engineer#32831 P 5 L FI da 34 L212t B uilding Architect#AR0009471 PHONE( E ngineers, Certified General Contractor#CGCO24776 FAX(77 489 Inc. E-MAIL:hkoehnen@tcbeweb.com Contractor Owner 490'a e-1-A Date 2��" Job Address j 3 .h,6I 0016 6 N' f T f METAL ROOFING AA&rUL 3&&-%t5 Ar ry� 24PAA- NEW ROOF RE-ROOF REPAIR AREA FEB 2 2 2017 PERMITT11MG METAL ROOF PLAN fit.Lucie County, Ft_ l � I Z � (Z 7 ASCE 7-10&FBC 2014 5th Edition ENCLOSED BLDG SEMI ENCLOSED BLDG OPEN PART 2 LOW RISE C&C SIMPLIFIED �. RISK CAT 2/V= EXPOSURE d JA=�Kzt=1.0/h (S / �- /12 PITCH ROOF SYSTEM NOA 44, ZONE 1 P @ @ h=30 = X = PSF x 0.6= fd-S r ZONE 2P@ @ h=30 = X = PSFx0.6= 3 a= 'f ZONE3P@ @ X = PSF x 0.6 h=30 = a= _ L� MAX DESIGN PRESSURE PER NOAj1_•d Exm rL` �?' (Co ,�_ •.- DEC�KTY E,. THICKNESS BASE HEEY moo j�1t�'t\I ov& O.OF PLIES I FASTENERTYPE SPACING NOTE: PLY SHEET NO.OF PLIES e- FASTENER TYPE-- SPACING r * Remove existing roofing to plywood —R Replace rotten plywood with 19/32 CDX TOP PLY �' NO.OF PLIES FASTENER TYPE SPACING * Re-nail entire roof with 8d ring shank nails INSULATION BASE LAYER TYPE SIZE (I1.113"diem.full roundl'head 2"long) TYPE OF FASTENERS: SPACING FIELD PERIMETER CORNERS Spaced 6"o.c.at ends&feld to trusses INSULATION TOP LAYER TYPE SIZE TYPE OF FASTENERS/OR BONDING MATERIAL 9" �Q� DRIP EDGE SIZE X DRIP MATERIALU'1wA- 4-1 FLASHING MATERIAL�CO 44 14-�f" FASTENER SPACING FOR METAL ROOF PANELS: FIELD' '��PERIMETER r t= CORNER EVALUATION REPORT OF METAL SALES MANUFACTURING CORPORATION `26 GA.5V-CRIMP PANEL' FLORIDA BUILDING CODE 5Tn EDITION(2014) FLORIDA PRODUCT APPROVAL FL 14645.3-R2 ROOFING METAL ROOFING Prepared For: Metal Sales Manufacturing Corporation 545 South 3rd Street,Suite 200 Louisville,KY 40202 Telephone: (502)855-4300 Fax: (502)8554290 Prepared By: a Bala Sockalingam,Ph.D.,P.E. �V Florida Professional Engineer#62240 � 1216 N Lansing Ave.,Suite C Tulsa,OK 74106 Telephone: (918)492-5992 FAX: (866)366-1543 This report consists of Evaluation Report(3 Pages including cover) Installation Details(1 Page) `%%i**��gOCKq��'�,,� P. • • N i No 62240 � r r J_ • Report No. C2010-3 STATE OF �tu� Date: 3.27.15 Is A� P:`�,��• _ Florida Building Code Online • • Page 2 of 3 Product Approval Method Method 1 Option D Date Submitted 03/31/201S Date Validated 04/14/201S Date Pending FBC Approval 04/16/2015 Date Approved 06/Z3/2015 Summary of Products FL# Model,Number or Name Description 14645.1 2.5"Corrugated Min.26 ga.,21.33"wide coverage through fastened roof panel over min. 19132'thick plywood deck. Limits of Use Installation Instructions Approved for use in HVHZ:No FL14645 R2 II EvaluationReportC2010 1.odf Approved for use outside HVHZ:Yes Verified By:Bala Sockalingam PE 62240 Impact Resistant:N/A Created by Independent Third Party:Yes Design Pressure:+N/A/-86.0 Evaluation Reports Other:Uplift load of 82.3 psf at fastener spacing of 36'o.c.and 86.0 FL14645 R2 AE EvaluationReportC2010 i.pdf psf at fastener spacing of 12"o.c. 1 Created by Independent Third Party:Yes 14645.2 SV-Crimp Min.26 ga.,24 wide through fastened roof panel over min.19/32'thick plywood deck with fasteners through panel flat. Limits of Use Installation Instructions Approved for use in HVHZ:No FL14645 117 11 EvaluationReoortC2010 2.odf Approved for use outside HVHZ:Yes Verified By:Bala Sockalingam PE 62240 Impact ReststanH N/A Created by Independent Third Party:Yes Design Pressure:+N/A/-149.6 Evaluation Reports Other:Uplift load of 84.5 psf at fastener spacing of 24"o.c.,131.3 psf FL14645 R2 AE EvaluationReportC2010 2.pdf at fastener spacing of 18"o.c.and 149.6 psf at fastener spacing of 12" Created by Independent Third Party:Yes D.C. 14645.3 SV-Crimp Min.26 ga.,24'wide through fastened roof panel over min.19/32"thick plywood deck with fasteners through panel rib. Limits of Use Installation Instructions Approved for use in HVHZ:No FL14645 R2 II Evaluatio6ReDOrtC2010 3.pdf Approved for use outside HVHZ:Yes Verified By:Bala Sockalingam PE 62240 Impact Resistant:N/A Created by Independent Third Party:Yes Design Pressure:+N/A/-196.75 Evaluation Reports Other:Uplift load of 41.6 psf at fastener spacing of 36"o.c.,74.8 psf at FL14645 R2 AE EvaluationReoortC2010 3.pdf fastener spacing of 16'o.c.and 196.75 psf at fastener spacing of 8'o.c.I Created by Independent Third Party:Yes 14645.4 SV-Crimp Min.26 ga.,24-wide through fastened roof panel over min.15/32'thick plywood deck or 7/16•thick OSS with fasteners through panel rib. Limits of Use installation Instructions Approved for use in HVHZ:No FL14645 R2 II EvaruationReoort472010 4.pdf Approved for use outside HVHZ:Yes Verified By:Bala Sockalingam PE 62240 Impact Resistant N/A Created by Independent Third Party:Yes Design Pressure:+N/A/-172.5 Evaluation Reports Other Uplift load of 30.0 psf at fastener spacing of 36'o.c.and 172.5 FL14645 R2 AE Evaluat7lonReoortC2010 4.pdf psf at fastener spacing of 6'o.c. Created by Independent Third Party:Yes 14645.5 Aluminum Classic Rib Nam.0.032'thick,36"wide,aluminum through fastened roof panel over min.15/32"thick plywood deck or 7/16'thick OSB. Limits of Use Installation Instructions _ Approved for use in HVHZ:No FL14645 R2 ii EvaluationReportC2010 S.pdf_ Approved for use outside HVHZ;Yes Verified By:Bala Sockalingam PE 62240 Impact Resistant;,N/A Created by Independent Third Party:Yes Design Pressure:+N/A/-120 Evaluation Reports Other:Uplift load of 30 psf at fastener spacing of 36'o.c.and 120 psf FL14645 R2 AE EvatuationReoortC2010 S.pdf at fastener sparing of 6-o.c. 1 Created by Independent Third Party:Yes 14649.6 Aluminum Vertical Seam Nam.0.032"thick,16'wide,aluminum standing seam roof panel over min.15/32"thick plywood deck or 7/16"thick OSB. Limits of Use Installation Instructions Approved for use In HVHZ:No FL14645 R2 II EvaluationReportC2010 6.odf Approved for use outside HVHZ:Yes Verified By:Bala Sockalingam PE 62240 Impact Resistant:N/A Created by Independent Third Party:Yes Design Pressure:+N/A/-97.05 Evaluation Reports Other:Uplift load Of 41.55 psf at dip spacing of 36'o.c.,71.0 psf at Gip FL14645 R2 AE EvaluationReportC2010 6.odf spacing of 12'o.c.and 97.05 psf at dip spacing of 12'o.c.with sidelap .Created by Independent Third Party:Yes adhesive. 14645.7 Aluminum Vertical Seam Nam.0.032'thick,16'wide,aluminum standing seam roof panel over min.19132'thick plywood deck Limits of Use Installation Instructions Approved for use in HVHZ:No FL14645 R2 H EvaluationReportC2010 7.0f Approved for use outside HVHZ!Yes Verified By.,Bala Sockalingam PE 62240 Impact Resistant:N/A Created by Independent Third Party:Yes Design Pressure:+N/A/-162.0 Evaluation Reports Other.Uplift load of 41.55 psf at dip spacing of 36"o.c.,100.2 psf at. FL14645 R2 AE EvaluationReportC2010 7 odf clip spacing of 12'o.c.and 162.0 psf at dip spacing of 12"o.c.with Created by Independent Third Party:Yes support strap. 14645.8 Classic Rib Min.26 ga.,36'wide through fastened roof panel over min.19132'thick Plywood deck. Limits of Use Installation Instructions Approved for use in HVHZ:No FL14645 R2 lI EvaluationReportC2010 S.pdf Approved for use outside HVHZ:Yes Verified By:Bala Sockalingam PE 62240 Impact Resistant;N/A Created by Independent Third Party:Yes Design Pressure:+N/A/-133.9 Evaluation Reports Other.Uplift toad of 74.8 psf at fastener spacing of 36'o.c.,92.3 psf at FL14645 R2 AE EvaluationReportC2010 B.odf fastener spacing of 24"o.c.and 133.9 psf at fastener spacing of 18"ox- Created by Independent Thins Party:Yes 14645.9 Classic Rib Min.29 ga.,36"wide through Fastened roof panel over min.7/16"thick OSB deck Limits of Use Installation Instructions Approved for use in HVHZ:No FL14645 R2 1I EvaluationReoortC2010 9.pdF Approved for use outside HVHZ:Yes Verified By:Bala Sockalingam PE 62240 . , -1 - ___,__�_ ...� d*I „r"r ?r%ora,,,---lX7i;FVXOWtDOSW8ZVNfeBA... 10/21/2016 FL 14645.3-R2 C2410-3 3.27.15 Page 2 of 3 ✓Manufacturer: Metal Sales Manufacturing Corporation Product Name: 5V-Crimp ✓ Panel Description: 24"wide coverage with(5) 1/2"high ribs 'Materials: Min. 26 ga., 50 ksi steel. Galvanized coated steel (ASTM A653) or GaIvalume coated steel (ASTM A792) or painted steel (ASTM A755). J Deck Description: Min. 19/32" thick plywood for new and existing constructions. Designed and installed as per FBC 2014. JDeck Attachment: 8d x 2.5" long ring shank nails or#8 x 2" long wood screws @ 6" o.c. (Minimum) in the plywood field and @ 4" o.c. at edges f New Underlayment: Minimum underlayment as per FBC 2014 Section 1507.4.5.1. ' Required for new construction and optional for reroofing construction. Existing Underlayment: One layer of asphalt shingles over one layer of 430 felt.For reroofing (Optional) construction only. Slope: 1/2:12 or greater in accordance with FBC 2014 Section 1507.4.2 Design Uplift Pressure: 41.6 psf(D,fastener spacing of 36" o.c. (Factor of Safety=2) 74.8 psf @ fastener spacing of 16" o.c. 196.75 psf @ fastener spacing of 8" o.c. Fastener Pattern: Type: �#9-16 or #10-14 hex head wood screws with sealed washer. Fastener shall be of sufficient length.to penetrate through the deck a minimum of 3/8". At panel ends @ 6" o.c. across panel width At intermediate @ 12" o.c. across panel width Test Standards: Roof assembly tested in accordance with TAS 125-03 `Standard Requirements for Metal Roofing Systems'. Code Compliance: The product described herein has demonstrated compliance with FBC 2014 Section 1507.4 Product Limitations: 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 support spacing listed herein shall not be exceeded. This evaluation report is not applicable in High Velocity Hurricane Zone. Fire classification is not within scope of this Evaluation Report. Refer to FBC 2014 Section 1505 and current PL i J 23AS EXISTING SHINGLES SEE DETAIL 2 SEE DETAIL NEW UNDERLAYMENT FASTENER AT PANEL FLAT 5V-CRIMP (OPTIONAL) �_ (PANEL OVERLAP) NEW CONSTRUCTION) RED ONLY R ENDS I ONLY, RED OR PANEL Ak u n G EXISTING UNDERLAYMENT MINIMUM ATTACHMENT: PANEL FASTENER PER ALLOWABLE (OPTIONAL) PRESSURE TABLE ON THIS SHEET. 8d x 2.5" LONG RING SHANK NAIL OR #B x 2" LONG WOOD SCREWS SPACED ® 6"O.C. IN THE FIELD TRUSS AT MAX. 24' D.C.JOIST/ & MIN. 2X- WOOD RAFTER 4" O.C. AT PLYWOOD EDGES d TYPICAL PANEL INSTALLATION X-SECTION N. z �c4 #9-16 OR #10-14 WOODSCREWS M WITH SELF SEALING WASHER AT ALLOWABLE UPLIFT PRESSURE NEW UNDERLAYMENT MAXIMUM SPACING OF 36" O.C. FASTENER PRESSURE 0� (REQUIRED ONLY FOR NEW CONSTRUCTION) SPACING G (PSF) n o 5V-CRIMP 0 EXIST IING N SHINGLES MIN 26 GA. 36 41.6 g No 16 74.8 8 196.75 L4 R d a EXISTING UNDERLAYMENT n (OPTIONAL) PLYWOOD � =a 9LL 19/32"THICK (MIN.) GENERAL NOTES: '� DETAIL 1. ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE (FBC). 2. ROOF PANELS SHALL BE MIN. 26 GA. (t = 0.0169"). EFFECTIVE COVERING Sri G #9-16 OR #10-14 WOODSCREWS WIDTH OF PANEL = 24". m�Y 3. THE ROOF PANELS SHALL BE INSTALLED OVER SHEATHING & STRUCTURE AS NEW UNDERLAYMENT WITH SELF SEALING WASHER AT SPECIFIED ON THIS DRAWING. v7 (REQUIRED ONLY FOR MAXIMUM SPACING OF 36" O.C. 4. REQUIRED DESIGN WIND LOADS SHALL BE DETERMINED FOR EACH PROJECT. THIS NEW CONSTRUCTION) PANEL SYSTEM MAY NOT BE INSTALLED WHEN THE REQUIRED DESIGN WIND LOADS 9. ARE GREATER THAN THE ALLOWABLE WIND LOADS SPECIFIED ON THIS DRAWING. EXISTING SHINGLES 5V-CRIMP S. ALL FASTENERS MUST BE IN ACCORDANCE WITH THIS DRAWING & THE FLORIDA (OPTIONAL) MIN 26 GA. BUILDING CODE. IF A DIFFERENCE OCCURS BETWEEN THE MINIMUM REQUIREMENTS OF THIS DRAWING & THE CODE, THE CODE SHALL CONTROL. 6. RAFTERS/JOISTS/TRUSSES MUST BE DESIGNED TO WITHSTAND WIND LOADS AS REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTHERS. EXISTING UNDERLAYMENT (OPTIONAL) PLYWOOD DRAWING DETAIL 2 19/32"THICK (MIN.) 2010-3 SH O• OF 1