Loading...
HomeMy WebLinkAboutEVALUATION REPORT CRIMP PANEL4PA BY EVALUATION REPORT OF SUIRIOCOUTAIMETAL SALES MANUFACTURING CORPORATION '26 GA. SV-CRIMP PANEL' FLORIDA BUILDING CODE 6TH EDITION (2017) FLORIDA PRODUCT APPROVAL Prepared For: Metal Sales Manufacturing Corporation 545 South3rd Street, Suite 200 Louisville, KY 40202 rt�© Telephone: (502) 855-4300 T &Z 614 Z— Fax: (502) 855-4290 4 ST. LUCIE COUNTY BUILDING DIV SION REVIEWED FOR COMPLIANCF REVIEWED - DATE 6 PLANS AND PERMIT MUST BE KEPT ON JOB Prepared By: SITE OR NO INSPECTIONS) WILL BE MADE Bala Sockalingam, Ph.D., P.E. Florida Professional Engineer #62240 1216 N Lansing Ave., Suite C Tulsa) OK 74106 Telephone: (918) 492-5992 FAX: (918) 493-3568 THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. This report consists of Evaluation Report () Pages including cover) Installation Details (1 Page) ,% SpCKqtj� Load Span Table (1 Page) �.`% P.•�� E N 8 •N�,-q ,, CONCEALED FASTENERS OR ATTACHMENTj S ARE THE RESPONSIBILITY OF THE CONTRACTOR OR RECORD Report No. C2182-4 Date: 9.9.17 FILE' COPY o No 62240 :13 STATE OF :41J e 101`,OS�C O R poi A` ....�, ,,'-I . . '2- c� l'7 FL 14645.4-R3 C2182-4 9.9.17 Page 2 of 3 Manufacturer: Metal Sales Manufacturing Corporation Product Name: 5V-Crimp Panel Description: 24" wide coverage with (5) 1/2" high ribs i Materials: Min. 26 ga., 50 ksi steel. Galvanized coated steel (ASTM A653) or Galvalume coated steel (ASTM A792) or painted steel (ASTM A755). Deck Description: Min. 7/16" thick OSB or min. 15/32" thick plywood or min. 1/4" thick wood plank (min SG of 0.42) for new and existing constructions. Designed by others and installed as per FBC 2017. I Deck 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 edges. Designed as per FBC 2017. Underlayment: Minimum underlayment as per FBC 2017 Section 1507.4.5.1. Slope: 1/2:12 or greater in accordance with FBC 2017 Section 1507.4.2. Requires appliedl lap sealant for roof slopes less than 3:12. Design Uplift Pressure: 30.0 psf @ fastener spacing of 36" o.c. (Factor of Safety = 2) 172.5 psf @ fastener spacing of 6" 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" and installed as per Metal Sales current installation procedure. At panel ends @ 6" o.c. across panel width At intermediate @ 12" o.c. across ii panel width i Test Standards: Roof assembly tested in accordance with UL580-06 `Uplift Resistance of Roof Assemblies' & UL1897-04 `Uplift Tests for Roof Covering Systems'. Test Equivalency: The test procedures in UL 1897-04 comply with test procedures prescribed in UL 1'i897-12. Code Compliance: The product described herein has demonstrated compliance with FBC 2017 Section 150714. Q Product Limitations: Design wind loads, shall be determined for each project in accordance with FBC 2017 Section 1609 or ASCE 7-10 using allowable stress design. The maximum fastener spacing listed herein shall not be exceeded. The design pressure for reduced fastener spacing may be FL 14645.4-R3 C2182-4 9.9.17 Page 3 of 3 computed using rational analysis prepared by a Florida Professional Engineer or based on Metal Sales load span table. This evaluation report is not applicable in High Velocity Hurricane Zone. Fire classification is not within scope of this Evaluation Report. Refer to FBC 2017 Section 1505 and current approved roofing materials directory or ASTM E108/UL790 report from an accredited laboratory for fire ratings bf this product. Supporting Documents: UL580 & 1897'iTest Reports PRI Construction Materials Technologies MSMC-017-02L O1, Reporting Date 9/20/13 i i i PANEL 5V-CRIMP #9-16 OR #10-14 WOODSCREWS - WITH SELF SEALING WASHER AT MAXIMUM SPACING OF 36" O.C. SEE DETAIL 2 / —I,"/-SEE DETAIL 1 FASTENER AT PANEL FLAT REQUIRED FOR PANEL ENDS ONLY. MINIMUM ATTACHMENT: 8d x 2.5" LONG RING SHANK NAIL UNDERLAYMENT SHALL BE INSTALLED OR #8 x 2" LONG WOOD SCREWS AS PER MANUFACTURER'S INSTALLATION GUIDELINES SPACED ®6" O.C. IN THE FIELD & AT EDGES MIN. 2X- WOOD RAFTER/JOIST/ TRUSS AT MAX. 24" O.C. TYPICAL PANEL INSTALLATION X-SECTION /— 5V-CRIMP MIN 26 GA. PANEL FASTENER PER UPLIFT LOAD TABLE d 0 0 U N_ 2 � J � - - - - - - - - - ' Ow��— MJI- ' N o =)� 0o to 1/9 W GENERAL NOTES,d d 1. ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE a� UNDERLAYMENT FLORIDA BUILDING CODE (FBC). a m q DETAIL OSB 7/16" THICK (MIN.) OR 2. ROOF PANELS SHALL BE MIN. 26 GA. (t = 0.019"). EFFECTIVE COVERING WIDTH OF PANEL a Ng 1 PLYWOOD 15/32" THICK (MIN.) = 24".� 3. THE ROOF PANELS SHALL BE INSTALLED OVER SHEATHING & STRUCTURE AS v Z �' x� SPECIFIED ON THIS DRAWING. 4. REQUIRED DESIGN WIND LOADS SHALL BE DETERMINED FOR #9-16 OR #10-14 WOODSCREWS EACH PROJECT. THIS�� PANEL SYSTEM MAY NOT BE INSTALLED WHEN THE REQUIRED DESIGN WIND LOADS 0 APT WITH SELF SEALING WASHER AT ARE GREATER THAN THE DESIGN UPLIFT PRESSURES SPECIFIED ON THIS DRAWING. In N_ MAXIMUM SPACING OF 36" O.C. 5. ALL FASTENERS MUST BE IN ACCORDANCE WITH THIS DRAWING & THE FLORIDA ` BUILDING CODE. IF A DIFFERENCE OCCURS BETWEEN THE MINIMUM G REQUIREMENTS OF THIS DRAWING & THE CODE, THE CODE SHALL CONTROL. 8 5V-CRIMP 6. RAFTERS/JOISTS/TRUSSES MUST BE DESIGNED TO WITHSTAND WIND LOADS AS MIN 26 GA. REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTHERS. UNDERLAYMENT 2182-4 DETAIL 2 OSB 7/16" THICK (MIN.) OR PLYWOOD 15/32 THICK SHEEP N0. (MIN.) 1 OF 1 METAL SALES MANUFACTURING CORPORATION 5V-iCrimp Uplift Loads li (Min. 26 ga.) I Description Fastener Spacing along panel length (in) Allowable Uplift Load (psfl Coverage width: 24" Panel Fasteners #9-16 or #10-14 hex head wood screws with sealed washer 6 172.5 9 120.0 _ 90.0 _ 72.0 12 _ 15 18 _ _ ` 60.0 _ 51.4 45.0 - 40.0 _ 21 - - 24 27 30 36.0 32.7 _ 33 Notes: ' 1. The bold numbers indicate design loads calculated from test data with safety factor of 2. 2. Panels must be installed as per Evaluation Report FL 14645.4 and Metal Sales current installation procedure. 3. Three or more spans condition. 1216 N Lansing Ave., Suite C Tulsa, Ok 74106 918 492 5992 Bala Sockalingam, Ph.D., P.E. FL 62240 • '+1 `F 2160 f ' SW Poma Drive City, FL 34990 i Metal Quote Phone:772-872-8034 laim 772-872-8035 _ ......._.: >_.._..,....... Quotes are good for30 days ...... Date Quote # ®`� METALREME Fax: , . A 1Rt.C�ATOF�S 5/11/20.18. 12128 ._. CustomerSIGNATURE IS REQUIRED FOR PRODUCTION. Ship To 539 South Market Avenue 5V Quote 5/11/18 Fort Pierce, FL 34982 Need Address Job Id or P.O. No. Terms Rep Quote P... COD KA :- Item Descinpt�on Qty Price Total )01-DELLOC 1100-SVMILL26 Local Delivery #*3V Panel 26G Mill FinishPanels 24" Coverage Striated 1 54.96 85:00 77:99 - . 85.00 4,28633T 1115-5VMILL26 l 131 SVIVIILh , 85@26'10" 8@22'S" ...14�a 14' 14@67 5V 26G Drip Edge 3x3 Mill Finish 90'Degree SV `.26G Valley 1VTi11 Fuush - ., .. 32 7 6.90 _ 2090 :: 220.80T 14630T. 1145-5VMILL26 5V 26G Ridge Cap Mill Finish 6/12 Pitch 5 13.90 69.50T 1145 5VMlLL26 SV 26G Htp:Cap MillFuush 4/12 Pitch � 23 13;90 ' , . 319:70T 1146-5VMILL26 (150 SVIVIILL :.0 5V 26G Gable Rake Mill Finish SV,26G Custom Accessory Mill Fmisl 3 1 9.90 :' 39,90 29.70T 39 90T; L Flashuig,`90 Degrees , 42">x 5" w% Caulk Lip 5138-ACC Pipe Boot #3 Adjustable Deck 0.5"-4.5" 4 15.75 63.00T 5150ACC ..., Goose Neck- Vent 6" `,MF galvalunie . 1 17 50 - 17 50T 5110-ACC Metal ofing Caulk: Gray Ro 18 5.90. 106.20T 3001 # 1:t): x 1 72". WoodZac Screws - 250 per bag' 28` 34.4 .- . 963:20T. :3REDIT CARD PAYMENT Card #: Date: Sales Tax- (6.0%) $375.73 Cardholder Name: Exp. Subtotal $6,347.13 CVV: Billing Address: Total $6,722.86 v Signature: THIS ESTIMATE BECOMES AN ORDER WHEN IT IS SIGNED AND RETURNED AND DEPOSIT HAS BEEN RECEIVED PRICES ARE GOOD FOR ONLY 30 DAYS FROM DATE OF ESTIMATE quotations to be used for approx pricing. Final cut sheets must be provided with accurate field quantities before production. Customer assumes all .-esponsibility for cut list and determining if product meets local requirements. Material length can vary +/- one inch. Additional products at additional charge. Lic. roofer must install. Acceptance upon delivery. In the event that the account is placed for third party collection, Customer agrees to pay all cost, including -easonable attorney fees, court costs and interest charges of 2% per month. No returns or refunds. All sales are final. Oil canning is not cause for rejection of :he panels, as it is inherent to all metal roof systems. Striations are recommended. Ibis quotation is prepared according to instructions provided by customer. It is the customer's responsibility to determine if the material and available ,varranty, if any, are acceptable to the end user, and to comply with all applicable code requirements. Extreme Metal Fabricators, LLC accepts no -esponsibility of installation, nor any violation of applicable warranty terms and conditions. Extreme accepts no responsibiltiy for securing a load once items have been picked up and it is the purchasers responsiblity to secure material before leaving. 2olor variations may occur on the finish of the panel, mill or painted; this is a cosmetic issue and not covered under a warranty or cause of rejection. FIELD MEASUREMENTS ARE KEY TO QUALITY METAL INSTALLATIONS. VERIFY CUT SHEETS. CHECK ACCURACY BALANCE IS DUE PRIOR TO DELIVERY OF Approval Signature: Printed Name: Date: MATERIAL