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HomeMy WebLinkAboutNOALONOSALBO FA TRINERS OR ATTACHMENTS AREVa SPONSIBUTYOPTHE 00ACTOR Of RECORD 164 t30y ST.. LUCIE COUNTY BUILDING DIVISION REVIEWED FOR COMPLIANrdr DATE SCANNED BY St. Lucie County COUNTY , [5 1 .x71S- MR._`.?f," @v r t DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) 250 West 960 Street Indianapolis, IN 46260 ML1MI-DARE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Snee4 Room 208 Miami, Florida 33175-2474 T(786)315-2590 F(786) 31525-99 SCOPE: This NOA is being issued under the applicable rides 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 AHD 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: Firestone UltraPly TPO & TPO XR Single Ply Roof Systems over Recover Decks. 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 time 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 auiomaticaily terminate this NOA. Failure to comply with any section of Oils NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miarni-Dade County, Florida, and followed by the expiration date may bedisplayed in advertising literature. If any portion of the NOA is displayed, Omen 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 NOA renews and revises NOA No. 13-0425.05 and consists of pages I through 89. The submitted documentation was reviewed by Jorge L. Acebo. MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE NOA No.: 13-1212.04 Expiration Date: 02/03/20 Approval Date: 0129/15 Page I of 89 THESE PLANS AND ALL PROPOSSO WORK ARE SUBJECT TO ANY COMECTONS REQUIRED BY MELD INSPECTO118 THAT GRAY BE NEC@SSAAY IN OMM TO COa4PLY WITH ALL APPLICABLE CODES. CONCEALED FASTENERS OR ATTACHMENTS ROOFING SYSTEM APPROVAL ARE THE RESPONSIBILITY OF THE CatSub-Category: RoofiSingle CONTRACTOR OF RECORD Sob-Cateeorv: Single Pi Roofing Ply g Material: TPO Deck e: Recover Mmilmpm Deslen Pressure: See specific deck type TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Dimensions SpecUications Product Description UltraPly TPO Various TAS 131 Reinforced TPO 0.045" to ASTM D6878 0.080" thick membrane. UltraPlyTPO XR 100 Various TAS 131 Reinforced TPO 0.045" ASTM D6878 membrane with 8 oz fleece backing) UltraPly TPO XR 115 Various TAS 131 Reinforced TPO 0.060" ASTM D6878 membrane witb8 oz. fleece backing UltrsPly TPO XR 135 Various TAS 131 Reinforced TPO.090" ASTM D6878 membrane with 8 oz fleece backing. UltraPly ITO Reinforced Various TAS 131 TPO curb flashing Curb Comer ASTM D6878 UltraPly 18" Curb Various TAS 131 TPO curb flashing Flashing ASTM D6878 UltraPly TPO Various TAS 131 Molded TPO for comer flashing htside/Outside Comer ASTM D6878 UltraPly TPO Large Pipe Various TAS 131 TPO flashing for large round Flashing ASTM D6878 penetrations Ultraply TPO T-Joint Various TAS 131 TPO flashing for Tjoints Cover ASTM D6878 UltmPly TPO Penetration Various TAS 131 Penetration scaling kit for Kit ASTM D6878 UltraPly TPO UltraPly TPO Walkway Various TAS 131 TPOwalkwaypad Pad ASTM D6878 UltraPly TPO Coated. Various TAS 131 TPO laminatedtohot-dipped Metal ASTM D6878 galvanized steel for flashing Ultraply TPO Premium Various TAS 131 TPO walkway pad Walkway Pad ASTM D6878 UltraPly TPO Reinforced Various TAS 131 TPO flashing for round Split Pipe Boot ASTM D6878 penetrations 1" to 9" in diameter UltraPly TPO 8" Various TAS 131 8" wide 60 mil TPO cover strip Reinforced Cover Strip ASTM D6878 NOA No.:13-1212.04 twppnpecourtry r Expiration Date: 02 O3120 Approval Date: 0129115 Page 2 of 89 THESE PLANS AND ALL PROPOSSD WORK ARE SUBJECT TO ANY COR RECT10N5 REQUIRED BY PJELD INSPECMRS THAT MAY BE NECMAslY IN OFM TO COMPLY WITH ALL APPLICABLE CODES. I 'I- -: i ! I IN 1 Test Product Dimensions Specifications Product Description UltmPly TPO Universal Various TAS 131 TPO flashing for round Pipe Boot ASTM D6878 penetrations 1" to 6" in diameter UltraPly TPO Various TAS 131 Unreinforced TPO used for Unsupported Flashing ASTM D6878 fleshing UltmPly QuickSeam 10" x 100' Proprietary Strip of UltraPly TPO with R.M.A. Strip QuickScam Tape for anchoring membrane to substrate. Single -Ply QuickPrime 1 gallon, 3 gallon Proprietary Primer for TPO Flashing. Primer XR Bonding Adhesive 5 gal. pail Proprietary Solvent based adhesive. UltraPly Bonding 5 gal. pail Proprietary Solvent based adhesive. Adhesive XR Stick Membrane 5 gal. pail Proprietary A low-rise polyurethane, low Adhesive VOC, membrane adhesive. I.S.O. Stick 5 gal & Proprietary A dual component polyurethane 1500 ml adhesive. I.S.O. Twin Pack 15001111 Proprietary A dual component polyurethane Insulation Adhesive adhesive. I.S.O. Fix B 30 lbs. Proprietary A single component polyurethane adhesive. Single -Ply LVOC 5gal. pail Proprietary Solvent based bonding adhesive. Bonding Adhesive Single -Ply LVOC 5 gal. pail Proprietary Solvent based bonding adhesive. Bonding Adhesive 1168 Water Based Bonding 5 gal, pail Proprietary Water based bonding adhesive. Adhesive P THESE PLANS AND ALL PROPOSSO WORK ARE SUBJECT TO ANY CORRECTIOt�S+. REQUIRED BY FIELD INSPHC'fai3AS THAT MAY BE NECMA%Y IN Qum TO C06MY WITH ALL APPLICABLE CODES. NOA No.: 13-1212.04 Expiration Date: 02/03/20 Approval Date: 0129/15 Page 3 of 89 0 LE COPY APPROVED INSULATIONS: TABLE2 Product Name Product Description Manufacturer (With Current NOA) ISO 95+GLand tapered Polyisocyanurste foam insulation Firestone Bldg. Products ISOGARD HD Polyisocyanumte with a coated Firestone Bldg. Products fiberglass facer ISOGARD HD Composite Polyisocyanumte with a coated Firestone Bldg. Products fiberglass facer composite insulation. DensDeck, DensDeck Prime Silicon treated gypsum Georgia Pacific Gypsum LLC RESISTA and tapered Polyisocyanumte foam core laminated Firestone Bldg. Products to a coated fiberglass facer. SECUROCK Gypsum -Fiber Rigid,.gypsum4med board stock USG Corp. Roof Board SECUROCK Glass -Mat Rigid, gypsum -based board stock USG Corp. Roof Board IAPP r THESE PLANS AND ALL PROP085D WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECMRS THAT MAY BE NECESSASY IN QI4M TO COZkPLY WITH ALL APPLICABLE CODES. NOA No.: 13-1212.04 Expiration Date: 021032o Approval Date: 0129t15 Page 4 of 89 APPROVED FASTENERS: TAeLE3 Fastener Product Product Manufacturer Number Name Description Dimensions (With Current NOA) 1. Firestone Heavy -Duty. #15 Fastener for steel, N/A Firestone Bldg. Products Wood, concrete decks. 2. Firestone All -Purpose #14 Fastener for steel, N/A Firestone Bldg. Products Wood, concrete decks. 3. Firestone Pre -Assembled #14 w/insulation plate for N/A Firestone Bldg. Products Fastener & plate steel, Wood, concrete decks. 4. Pre -Assembled Heavy #15 w/insulation plate for N/A Firestone Bldg. Products Duty Fastener & Plate steel, Wood, concrete decks. 5. Firestone Heavy Duty Plus Insulation and membrane Various Firestone Bldg. Products fastener. 6. Concrete Drive Structural concrete Various Freston Bldg. Products • fastener. 7. Pmlin Fasteners #12 purlin fastener. Various Firestone Bldg. Products 8. Insulation Fastening Plate Galvalume insulation 3" diameter Firestone Bldg. Products plate. 9. Firestone HD Plus Seam Galvalume insulation 2'/." Firestone Bldg. Products Plate plate, diameter 10. Firestone HD Seam Plates AZ55 or AZ50 galvalume 2-3/8" Firestone Bldg. Products insulation plate. diameter 11. Coiled Metal Batten Bar Galvalume AZ55 batten 220' long, I" Firestone Bldg. Products 12. gip• wide UltraPly TPO lnvisiWeld Higb-performance TPG 3" diameter Firestone Bldg. Products Plates membrane fastening system. 13. Metal Batten Bar Galvalume AZ55 batten 10' long, 1" Firestone Bldg. Products 14. bar.: wide Firestone Polymer Batten Polymer batten 250' long, Firestone Bldg. Products Strip 3/4" wide 15. Firestone Coiled Metal Galvalume AZ55 batten 220' long, V Firestone Bldg. Products Batten Strip strip. wide THESE PLANS AND ALL PROPOWD WORK ARE SUBJECT TO ANYCOFFAECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECMA2Y IN ORDM TO COUPLY WITH ALL APPLICABLE CODES. NOA No.: 13-1212.04 enart:anne�ouHry Expiration Date: 02/03/20 Approval Date: 0129/15 Page 5 of 89 EVIDENCE SUBMITTED: Teat Agency Test IdentlDer Description Date Underwriters Laboratories Inc. R9516 UL 790 10/29/13 Factory Mutual Research 3032272 FM 4470 05/22/09 Corporation 3036642 FM 4470 10/09/09 3030650 FM 4470 07/10/09 3035560 FM 4470 01/11/10 3019991 FM 4470 09/20/05 3017120 FM 4470 04/30/04 3038546 FM 4470 12/17/10 3039133 FM 4470 04/07/11 3036747 FM 4470 02/12/10 3040535 FM 4470 10/05/10 3035017 FM 4470 04/15/09 3038191 FM 4470 08/04/11 3036256 FM 4470 04/27/09 3038546 FM 4470 12/17/10 3038770 FM 4470 08/04/11 3041939 FM 4470 08/14/12 3047398 FM 4470 08/15/13 3047700 FM 4470 08/16/13 3050274 FM 4470 10/01/13 Trinrtyw F8300.07.08 TAS 131/ASTM D6878 07/30/08 F8300.11.08-R3 TAS 131/ASTMD6878 02/25/11 F45600.09.13-RI TAS 131/ASTM D6878 12/30/13 PRI Construction Materials FBP-054-02-05, Rl FM4474/I'AS 114 D 02/07/13 Technologies, LLC FBP-069-02-01, RI FM 4474rrAS 114J 02/07/13 FBP-070-02-01, RI FM 4474/fAS 114 J 02/07/13 FBP-085-02-01 TAS 114 J 10/04/12 FBP-086-02-01 TAS 114 J 10/04/12 FBP-044-02-0I, R5 TAS 114 K J 02/04/14 FBP-045-02-01 TAS 131/ASTM D6878 06/26/14 FBP-094-02-0I TAS 131/ASTM D6878 11/20/13 FBP-120-02-01 TAS 114 J 07/23/13 FBP-122-02-01, Rl TAS 114 J 02/04/14 FBP-125-02-01 TAS 114 C 07/23/13 THESE PLQJS AND ALL PROPOSED WORK FBP-148-02-0I FBP-149-02-01 TAS 114J TAS 12/19/13 114 J 12/18/13 ARE SUBJECT TO ANY CORRECTIONS FBP-153-02-01 TAS 114 J 12/18/13 REQUIRED BY PIELD INS?&C�7RS THAT FBP-154-02-02 TAS 114 J 12/18/13 MAY BE NECE'MMY IN ORD& TO CCti'l4PLY WITH ALL APPLICABLE CODES, NOA No.: 13-1211.04 aweopaoecouery Eryiradon Date: WORM Approval Date: 01/29/15 Page 6 of 89 PLECOPY Membrane Type: Single Ply, 7P0, Reinforced Deck Type 71: Recover, Insulated Deck Description: Minimum 22 ga. Grade 33. Type B steel deck seemed to supports space at maximum 611L o.c. with ITW Buildex Tmrs/5 spaced at 6" o.e. Side lap fastened with ITW Build" Tmxx/1 spaced at 24" o e. Or 4 Concrete System Type C(21): Membrane bonded overenechanically fastened insulation. Ali General and System Limitations apply. Roof acowsorics not listed in Table I of this NOA are not approved and shall not be installed unless said accessories demonstrate compliance with prescriptive Florida Building Code requirements and are field fabricated atiBzing the approved membranes listed in Table 1. One or more layers of any of the following insulations: Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ftr ISO 95t GL, RESISTA, ISOGARD BD Minimum W thick I with 12 See Design 6 (eancmte only) with 12 Pressures DensDcek, DemDeek Prime, SECUROCK Gypsum -Fiber Roof Board, SECUROCK Glass -Mat FiberRoafBoaed Minimum''/c^ thick 1 with 12 Sea Design 7 (concrete only) with 12 Pressures Note: All layers shall be simultaneously fastened. See above for fasteners and demity. Insulation panels listed are minimum sizes and dimensions. If larger panels we used, the number of fasteners shall be increased using the same fastener density. Planar refer to Roofing Application Staudard PAS 117 for insulation attachment Membrane: UIMPly TPO is bonded to the UltmPly ITO lnvisiWeld Plates using a RhinoBond Portable Bonding Tool and weighted RhinoBond Coaling Clamps. The minimum 6" wide roof cover side laps arc sealed with a minimum 1.5" wide heat weld on the outside edge of the lap. Marfmum Design -60 psf. at 1:4 its (See General Limitation 97) Pressures: -75 psi.. at 1:2.7 ftr (See General Limitation 47) NOA No.: 13-121204 Expiration Date: 02/03110 Approval Dsts: 01129/15 Page 45 of89 THESE PLANS AND ALL PROP085D WoRI( ARE SUBJECT TO ANY CORAECTIONri REQUIRED BY FIELD INSPECXAS THAT U AY BE NECCSBA2Y IN ONXER TO CMiPLY WITH ALL APPLICABLE CODES. RECOVER SYSTEM LFiWTATTONS: 1. All. System Limitations and General Limitations shall apply. See specific deck type Notice of Acceptance for deck type System Limitations. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 2040 lbsJsq., or mechanically attached using the fastening pattern of the top layer. 3. All standard panel sins are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. if no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each side lap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12lbsJsq. Note: Spot attached systems shall be limited to a maximum design pressure of 45 psE 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F5 value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field-tested, are below 275 Ibf. Insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and comer areas shall comply with the enhanced uplift pressure requirements of these arena. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117 and/or RAS 137. Calculations prepared, signed and sealed by a Florida registered Professional Engincer, Registered Architect, or Registered Roof Consultant (When this Dmitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) ' 8. All attachment and sizing of perimeter Hailers, metal profile, and/or flashing termination designs shall conform to Roofing Application Standard RAS I I I and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and comers). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended comers and comers). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applcable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 13-1212.04 Expiration Date: 02/03/20 Approval Date: 0129/15 Page 89 of 89 THESE PLANS AND ALL PROPOWD WORK ARE SUBJECT TO ANY CoP.9rCTIOND REQUIRED BY FIELD INSPFC'F RS THAT 14AY BE AIECENANY IN ORW TO C "r?LY WITH ALL APPLICA3,LE CODES. ENGINEERING & TESTING, INC. DATE: 11/16/15 CLIENT: CP Rankin Inc. Phone: (866) 781-6889 *Fax: (866) 784-8550 wnw.flo ridaenginecringandtesting.com 250 S.W.13'h Avenue Pompano Beach, FL 33069 JOB ORDER #: 15-3476 ADDRESS: 4359 County Line Road Chalfont, PA 18914 PROJECT: Advanced Auto Parts # 9232 22 Ga. Steel Insulated Roof Deck ADDRESS: 7075 Indrio Road Fort Pierce, FL FBC 2014/ASCE 7-10 DESIGN PRESSURE CALCULATIONS Proiect Information: Height = 16' Exposure: C Basic/Ultimate Wind Speed: V"ii=170 mph Length = 104' Category: II Nominal Wind Speed: V,d=V"it*40.6 Width = 65' Slope: < 7° (asd = allowable strength design) Parapet Wall: 18" to 24" Commercial KZ = 0.86, Kzt = 1.0, Kd = 0.85 Design Calculations: Velocity Pressure: q = 0.00256*KzK�KdV2 L'E' PY Velocity Pressure (.It): q=0.00256(0.86)(1.0)(0.85)(170)21 = 54.08 psf Velocity Pressure (.d): q=0.00256(0.86)(1.0)(0.85)(170*40.6)21 = 32.45 psf Width of Pressure Coefficient: 0.1(65') = 6.5' 0.4(16') = 6.4' ) use: 6'6" Effective Wind Area: <1 Oft For parapet height three feet (3') or larger, zone three (3) shall be treated as zone two (2). External Pressure Coefficient: 1) GCPl = -1.0 2) GCP2 = -1.8 3) GCP3 = -2.8 Internal Pressure Coefficient: 1) GCPi = 0.18 THESE PLMS AND ALL PROPOSGO MAK ABE SUBJECT TO ANY CORRECT10N REQUIRED BY REL© INSPECXRS THAT MAY BE NdECMA 1Y IN 014DM TO COMPLY WITH ALL APPLICA;�LE CODES. QA i; Qualityy ��,IGLj$ssarance Page 2, 11/16/15, Job C# 15-3476 CP Rankin, Inc. FLO A Advanced Auto Parts # 9232 - 22 Ga. Steel Insulated Roof Deck 7075 Indrio Road; Fort Pierce, FL: Design Pressures Based on Vasd: 1) Field P1 = 32.45*[(-1.0)—(0.18)]=-38.3psf 2) Perimeter P2 = 32.45* [(-1.8) — (0.18)] _ -64.2 psf 3) Comers P3 = 32.45*[(-2.8) — (0.18)] _ -96.7 psf Attachment Requirements Per RAS-117: Based on the requirements of Notice of Acceptance # 13-1212.04 pg 45 of 89, System Type C(21), with a maximum design pressure-60psf, the following are our recommended patterns for fastening minimum 0.5" thick ISO 95+ GL, RESISTA, ISOGARD HD insulation layer to the minimum 22 ga. Grade 33, Type B steel deck (secured as specified on NOA) with approved Firestone Heavy -Duty # 15 fasteners and U1traPly TPO InvisiWeld Plates: Fasteners Per Board(Minimum) Insulation Board Field Perimeter Corners 4' x 4' 4 5 7 4'x8' 8 9 13 Notes: Corners and perimeter area dimension shall not be less than a = 66" Contractor to verify that the fastening patterns meet manufacturer's requirements for issuance of a warranty (as applicable). All work shall be in compliance with the local building code product control notice of acceptance and manufacturer specifications and Florida Building Code 2014 Edition. Wind load calculations based on ASCE 7-10, FBC 2014 and information provided by client. Client is responsible for verifying existing conditions as it pertains to the above provided product approval. All work shall be inspected by our field engineer (or authorized representative) or a building department inspector to verify compliance with specifications THEE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECT10N0 REQUIRED BY FJEL© NSAECT0'9i S THAT MAY BE NECESSAW IN ORW TO C=IPLY WITH ALL APPLICA&E CODES, Sincerely, Mark A. Mesiano, P.E. Florida Engineering & Testing, Inc. Florida Reg. No. 48202 Certificate of Authorization No. 6923