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RF-11-1622
Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL ` Phone: (305)795 -2204 Fax: (305)756 -8972 1 2s - 5 ' Inspection Number: INSP- 164063 Permit Number: RF -9 -11 -1622 Scheduled Inspection Date: May 18, 2012 Inspector: Bruhn, Norman Owner: , BARRY UNIVERSITY Job Address: 11300 NE 2 Avenue NEW DOORM Miami Shores, FL 33138 -0000 Project: BARRY UNIVERSITY Contractor: CROWTHER ROOFING AND SHEET METAL OF FL INC Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile /Flat Phone Number Parcel Number 1121360010160 -37 Phone: (239)337 -1300 Building Department Comments NEW FLAT AND SLOPE ROOF SYSTEM FOR NEW DORM Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments May 17, 2012 For Inspections please call: (305)762 -4949 Page 2 of 16 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 168290 Scheduled Inspection Date: December 29, 2011 Inspector: Bruhn, Norman Owner: , BARRY UNIVERSITY Job Address: 11300 NE 2 Avenue NEW DOORM Miami Shores, FL 33138 -0000 Project: BARRY UNIVERSITY Contractor: CROWTHER ROOFING AND SHEET METAL OF FL INC Permit Number: RF -9 -11 -1622 Permit Type: Roof Inspection Type: Roof in Progress Work Classification: Tile /Flat Phone Number Parcel Number 1121360010160 -37 Phone: (239)337 -1300 Building Department Comments NEW FLAT AND SLOPE ROOF SYSTEM FOR NEW DORM Passed / Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 168172. REINSPECTION FOR INSP- 168110. CREATED AS INSP- 168020. CREATED AS REINSPECTION FOR CREATED AS REINSPECTION FOR INSP- 167997. REINSPECTION FOR INSP- 167881. CREATED AS INSP- 167474. CREATED AS REINSPECTION FOR CREATED AS REINSPECTION FOR INSP - 164060. Light weight north half. NB Cap sheet north side. NB F/J ;r c°o /4 , CREATED AS REINSPECTION FOR INSP- 168015. CREATED AS REINSPECTION FOR INSP- 167371. LIGHT WEIGHT .Sla Pie ��.1€i ,Z2,k December 28, 2011 For Inspections please call: (305)762 -4949 Page 21 of 22 ILY TICK® Tii Po PRODUCT DESCRIPTION Polystick TU PLUS is a homogeneous rubberized asphalt waterproofing underlayment fiberglass reinforced, with a high strength polyester fabric on the upper surface, designed speciftcaly for use as o tile underloyment. Polystick TU PLUS is ideally suited for use where roofing files are installed via adhesive set applications; P' `TU PUUJ. aai also be �i iCedTn mec�Vettoched systems as the rubberized asphalt seals around" re€►ty? linstiLlled ro'hoe the weathering surfocea P Iystk TU NAZIS ideal-for use to new Conitwction %vittinititei May tie stacked on `rooftops for extended periods of lime. Polystick TU PLUS may be exposed for up to 180 days. Pal/stick TU PLUS urelayments are manufactured using patented ADESC3 Dual-Compound SelfMhesive technology, whereby a °true polymer modified asphalt compound is applied on the top layer and on aggressive self-adhesive compound is applied on the bottom layer. Poyslck TU Plus features patented FASTIope as well as SEALIope, o factory applied adhesive treatment at the membrane overlap. Each of these patented features provide for greater ease of application os well as improved product performance. Polystick TU PLUS is packaged in a roll of 200 sq ft (finished roof coverage) weighing 70 Ibs in a patented Easybo that facilitates easy handling of rolls. USES t . IMtu step slope underlaymenl, specially desrgneed_for fi)e alas • Designed os effective reinforcement for perimeter and flashing details • % for use 1n both c(€f hesrve set ai d mechanical)/ fastened roof fife opplicafiorfs FEATURES AND BENEFITS • Proprietary asphalt compound and fiberglass mat for exceptional dimensional stability • Non wicking polyester reinforced surface engineered for superior slip resistance • Approved exposure rating to 180 days (or as limited by local building codes) TECHNICAL DESCRIPTION TEST METHOD ASTM D5147 PROPERTY � Thickness, min, mm (mils) TYPICAL 2.0 (80) ASTM D5147 Maximum toad, longitudinal and Transverse, min, kN /m (lbf /in.) 4.4 (251 ASTM 05147 Elongation at break, min of modified bitumen portion ( %) 10 ASTM 05147 Tear Resistance, longitudinal and Transverse, min, N (Ibf) 89 (20) ASTM E96 Moisture Vapor Permeability, max, perms 0.1 ASTM D1970 Adhesion to Plywood @ 40E min, Ibf /ft width 2.0 ASTM D1970 Adhesion to Plywood @ 75F, min, Ibf /k width 12.0 ASTM 01970 Sealobility around nail pass ASTM 01970 Waterproof integrity after low temp flexibility pass ASTM 01970 Waterproof integrity of lap seam Ross ASTM 01970 Slip Resistance pass 10/2010 lcOlDffsol PRODUCT DATA Coverage 200 sq ft Weight (Approx) 701bs Rod Size 65'8° x 39 ' /9" (20m x 1m) Roils /Pallet 20 APPLICABLE STANDARDS • ASTM D 1970, D 5147 • Miami Dade Code Compliance • UL Classified for use in Class A & B roofs, as fisted in the latest Ul "Roofing Materiels and Systems Directory' • ICC ESR -1697 Es Q L PRODUCT WARRANTY Unless otherwise incorporated Into or part of a supplemental manufacturer's warranty, Polyglass warrants its product(s) for a period of 10 years against manufacturing defects in its product that directly results in leakage. Warranty coverage is on annually declining prorated warranty. WATERPRO0171 \13 MATERIALS AND INSULATING SYSTEMS SSA Ad* Vaal 1 -800- 222 -9782 www.polyglass.com �IgI� i „cl Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING OWNER: Name (Fee Simple Titleholder): jury 1�i�d l Phone#: 05-413))-3135t Address: 1k3oo �; �OtG 1 City: i1,4\ rL, State: t-1— Tip: '3tb Tenant/Lessee Name: Ea�.i 1- i�\v4. ,ki Phone*. 30S --�'4‘ — N*a Email: }0 e - S � \ . s c�i . w JOB ADDRESS: N3d b K 7..4 ksic- rialn n u:r 0 1 2011 gy Permit No. 11-1(n /�1 Master Permit No. It 5466 City: Folio/Parcel#: Miami Shores County: Miami Dade `331(1 Is the Building Historically Designated: Yes NO X Flood Zone: Phone*. Z3,-3371300 ®03q � � °7[713 ✓ Zip: 339A Phone#: 23 / `339-/30o CONTRACTOR: Company Name: Cx- cx..1 \•,..er 1/\oc,Ck‘1. Address: C 9.3 K.00kYZ 1 go City: c©2rAkieS Qualifier Name: Z6-6-- , C 72-o I e2 Sttate: Fe- State Certification or Registration #: de-0,039 I 2„2_ C s. Contact Phone# q ertifiicaaate of Competency #: 2 3 / ! Email Address: �Lr1"f .CceL�IW� -- DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ 5 29 I , 000 e Square/Linear Footage of Work: Type of Work: °Addition °Alteraattion New ORepair/Replace Description of Work: �rtt.) .t. d6,700 °Demolition ** * * ** ** ** * *,x**** * * * *** * * * * * * * * * * * * * ** Fees** * * * ** * * * * ***** * **** *xis * * * * *. *** * * * ** * *** ** Submittal Fee $ Permit Fee $ 9.049 or CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the abse ' ' o uch ' osted notice, the inspection will not be approved , 4 0 einspection fee will be charged Signature Si Owner or Agent Contractor The foregoing instrument was acknowledged before me this /9 The foregoing instrument was acknowledged before Mme this /fit 2 day ofd, 20 1/ , by �o 13 %dc a� �, day of „1LLL)' , 20 / by LL'O e- ROW1�1A who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: * * * * * * * * * * * * * * * * * * ** APPROVED BY jA4z/7 who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Ex co S-cco nzAwi �kY FOAM-STATE OF FLORIDA "••• Jeffrey Saccomani 4 I Commission #DD870312 ,;' Expires: MAR. 15, 2013 BONOb D TOR II ATLANTIC BONDING CO, INC. Plans Examiner Zoning Structural Review Clerk (Revised 07 /10 /07)(Revised 06/10/2009)(Revised 3/15/09) Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION FORM ALL CONTRACTORS MUST PROVIDE COPIES OF LICENCES AND INSURANCES EACH TIME A PERMIT IS SUBMITTED OR THE VILLAGE MAY MAINTAIN A FILE WITH YOUR INFORMATION FOR A $30.00 FEE PER YEAR. IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. VCOPY OF QUALIFIER'S STATE LIC CARD B. COPY OF LOCAL BUSINESS TAX RECEIPT // C. L OPY OF LIABILITY INSURANCE (CERTIFICATE HOLDER TO BE MIAMI SHORES VILLAGE BLDG DEPT) D. v COPY OF WORKERS COMPENSATION ITHER CERTIFICATE OR EXCEMPTION fE I IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICE OF COMPETENCY OF QUALIFIER B. COPY OF MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT C. COPY OF LIABILITY INSURACE (CERTIFICATE HOLDER MUST BE MIAMI SHORES VILLAGE BLDG DEPTI D. COPY OF WORKER COMP INSURANCE (EITHER CERTIFICATE OR EXEMPTION) YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE HOLDER AS FOLLOW: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 COMPLETE CONTRACTOR'S INFORMATION ➢ tt BUSINESS NAME: (n,� � 1A0 1151- r e BUSINESS ADDRESS: Y3 Roc c CITY 6A-7-/11/ L� STATE Ft— ZIP CODE g 3//4 BUSINESS PHONE: ( 239) 339-i300 FAX NUMBER (z3 /) 332- 0 5'3 23 2 9 2- 9093 P-A0U1/46-1?--- CELL PHONE ( /) QUALIFIER'S NAME: � QUALIFIER'S LIC NUMBER: eCC- 0 3 ? 8 ZZ E -MAIL ADDRESS (IF APPLICABLE): Created on 3119109 BY MLDV I RV 3/26109 MLDV e PA a azoaedt, /art- I'< ;3ATCf r Tax Co ' tor sf0 of F•�a� LEE COUNTY LOCAL BUSINESS TAX RECEIPT 2010 - 2011 ACCOUNT NUMBER: 9002766 ACCOUNT EXPIRES SEPTEMBER 30, 2011 Location 2501 ROCKFILL RD FT MYERS FL 33916 CROWTHER ROOFING & SHEET METAL OF FL INC CROWTHER LEE S 2501 ROCKFILL RD FT MYERS FL 33916 May engage In the business of ROOFING CONTRACTOR THIS LOCAL BUSINESS TAX RECEIPT IS NON REGULATORY THIS IS NOT A BILL - DO NOT PAY PAID 279890 -4-2 08/04/10 01:47:10 A)0K1 $50.00 1.1 I T Vr" rum' IIfl T CIW r'Lummut Business Tax Receipt 2010 - 2011 Effective 08/04/2010 For Receipt Year October 1, 2010 through September 30, 2011 2501 ROCKFILL RD CROWTHER, LEE S Business Tax #: BUS2006 -52079 Is hereb r - . istered* business, . rofession or occu ( - ( on of: CONTRACTOR-SUB BUILDING /SPECIALITY ALCOHOL SALES PERMITTED: NO HOMEBASED: NO Owner: CROWTHER ROOFING & SHEET METAL, 2501 ROCKFILL RD, FT MYERS FL 33916 Post this receipt and your business Certficate of Occupancy in a conspicuous place at your business location prior to ens:spina in business. *Any violation of applicable chapter of the City Code Of Ordinances will cancel and nullify this receipt A� °® CERTIFICATE OF LIABILITY INSURANCE Page 1 of 1 DATE /2 /20 1 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(les)must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in IIeu of such endorsement(s). PRODUCER Willis of Illinois, Inc. 26 Century Blvd. P. O. Box 305191 Nashville, TN 37230 -5191 CONTACT NAME. PHONE FAX A/QN FXT) 877 - 945 -7378 (A/cNO)• 888- 467 -2378 ADDRESS: certificates@willis.com INSURER(S)AFFORDINGCOVERAGE NAIL# INSURERA Illinois National Insurance Company 23817 -001 INSURED Crowther Roofing and Sheet Metal of Florida Inc. 2543 Rockfill Rd. Ft. Myers, FL 33916 I INSURER B: Steadfast Insurance Company 26387 -001 INSURER C:National Union Fire Insurance Co.of Pitts 19445 -001 INSURER D: $ 1,975,000 INSURER E: $ 100,000 INSURER F: $ 5,000 COVERAGES CERTIFICATE NUMBER: 16323114 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR I TR TYPE OF INSURANCE ADD'L mNann SUBR tom POLICY NUMBER POLICY EFF (MMmnmvr) POUCYEXP (MMrnn/YYYV) LIMITS A GENERALUABILITY X COMMERCIAL GENERAL LIABILITY Y GL2449506 7/1/2011 7/1/2012 EACH OCCURRENCE $ 1,975,000 PREMISES (Etro rence) $ 100,000 MED E)03 (My one person) $ 5,000 CLAIMS -MADE X OCCUR PERSONAL BADVINJURY $ 1,975,000 $ 2,000,000 GENERAL AGGREGATE $ 2,000,000 PRODUCTS - COMP/OP AGG GEN'L AGGREGATE POLICY POLICY x LIMIT APPLIES PRO- PER: LOC $ A AUTOMOBILE X B UABILI ANY AUTO ALL OWNED AUTOS HIRED AUTOS Y X SCHEDULED AUTOS N N -OOS WNED AUT CA3506358 7/1/2011 7/1/2012 FEOaa deMj INGLELIMIT $ 2,000,000 BODILYINJURY(Perperson) $ BODILY INJURY(Peracddent) $ PROaERdTYt4AMAGE ( 1 $ $ g X uMBRELLAUAB EXCESS UAB X OCCUR CLAIMS -MADE AUC380844207 7/1/2011 7/1/2012 EACH OCCURRENCE $ 5,000,000 $ 5, 000, 000 AGGREGATE $ DD RETENTION $ C WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE N OFFICER/M�E�MBEREXCLUDED7 (Ivyeess damesaibeNunder DESCRIPTION OF OPERATIONS below N/A WC015883712 7/1/2011 7/1/2012 X =T IAMI -, OER E.L. EACH ACCIDENT $ 1,000,000 E.L. DISEASE -EA EMPLOYEE $ 1,000,000 E.L. DISEASE - POLICY LIMIT $ 1, 000, 000 DESCRIPTION OF OPERATIONS / LOCATIONS /VEHICLES (Attach Acord 101, Additonal Remarks Schedule, If more space Is required) Miami Shores Village Building Department is an Additional Insured pertaining to General Liability with respect to liability arising out of the Named Insured's operations. Professional services for architects, engineers, consultants, etc., are excluded. CELLATION Miami Shores Village Building Department 10050 NE 2nd Ave. Miami Shores, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. . AUTHORED REPRESENTATIVE ACORD 25 (2010/05) Co11:3434617 Tp1:1290472 Cert:16323114 © 1988- 2010ACORDCORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT #: ICI �L DATE: VV 8P-6/ Y "I 1, wirrttif Contractor o Owner o Architect Address: From the building department on this date in rder to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by: . PERMIT CLERK INITIAL: RESUBMITTED DATE: PERMIT CLERK INITIAL: Permit No: 11 -1622 Job Name: September 6, 2011 Miami Shores Vuiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Building Critique Sheet 1) The roofing permit application package is incomplete and wrong. Provide a complete high velocity hurricane zone uniform permit application. The wind loads from the structural plans must be transferred to the form and product approvals mist be utilized to show all components to be used. 2) Provide a fire directory listing page. 3) Do not include pages from the original plans unless a revision is being submitted. This is a sub permit of the master and the master permit mill be utilized for this review. To utilize the plans for the layout just reference the page #. 4) The product approval for Berridge wall panel systems is not part of the roofing package but a structural component that must be submitted as part of the shop drawings for the metal trusses. STOPPED REVIEW Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 ,ph Qcbwlkc(.nc.R extut atko(a:ozorni) RECEIVED NOV 0Non BY: 3 JOHNSON i TRUCTURA TYP. 0: >- 3 Aor Aaw raw, 3 31F /N al / - ) drArzirArArA 0 0008893 1 -t( aj TYP. %MARK JOHNSON, P.E. #51983, SECB 951 Yamato Road, Saito 205 Boca Raton, FL 33431 (P)(551) 982 -8999 (F)(561) 982 -8899 EMAIL: mancrejohnsonstructuracom WY. JQHNS. UCTURALCOM COPYRIGHT (C1 2011, JOHNSON STRUCTURAL GROUP. INC. ROOF UPLIFT PLAN ROOF UPLIFT PLAN ZONE ROOFING 1 -57.0 PSF j. -97.2 PSF 3 *; -143.7 PSF a= 16' -6" PROJECT: Barry University DRAWN S.G. APPROVED M.A.J. DATE 10-04-11 PROJECT NO JSG# 11011 DRAWING N0. SK 10 -04 -11 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES SECTION 4402.14 HIGH - VELOCITY HURRICANE ZONES UNIFORM PERMIT APPLICATION Florida Building Code Edition 2007 High - Velocity Hurricane Zone Uniform Permit Application Form. INSTRUCTION PAGE COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: Roof System Required Sections of the Permit Application Form Attachments Required See List Below Prescri • tive BUR -RAS 150 124567 Metal Roofs ABD Wood Shin Ies and Shakes 124567 As A • licable 1234567 ATTACHMENTS REQUIRED: FLORIDA BUILDING CODE — BUILDING 1. Fire Directory Listing Page UL /4517prcrr. 2. From Product Approval: I. Sopresna. NXA ✓ Front Page 2 , alcpirt LIB Nord r Specific System Description V Specific System Limitations 3. Poi yd.9 1455 NOA l/ General Limitations 4. Morim .L k MN ✓Applicable Detail Drawings 6 . F3&rr , Noii 3. Design Calculations per Chapter 16, or If Applicable, RAS 127 or RAS 128 1 4. Other Component of Product Approval It 5. Municipal Permit Application 6. Owners Notification for Roofing Considerations (Reroofing Only) MA ✓ 7. Any Required Roof Testing/Calculation Documentation FLORIDA BUILDING CODE — BUILDING ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High - Velocity Hurricane Zone Uniform Permit Application Form. Section A (Genera! information) Master Permit No. 1 I %CV Process No. Contractor's Name C ro w+ho t Rood'( (9 Job Address 1300 G Lr A L i Pi ilore..S FL . 3 3 I co 1 (Li Uni vim, 'Low Slope Mechanically Fastened Tile ❑ Mortar /Adhesive Set Tile ❑ Asphaltic ❑ Metal Panel/Shingles Shingles ❑ Prescriptive BUR -RAS 150 0 Wood Shingles /Shakes ROOF TYPE 2(New Roof ❑ Reroofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF)131 COO Steep Sloped Roof Area (SF) 15;100 Total (SF) 240,00 SPr_tion B (Roof plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. Noremorommio:Forizaminzruitaims ■■r■ >.' ■ ■■■■■■■■■■ ■1111■■■■ 1111 ■ ■Li ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■!1■ ■■1111 ■ ■ ■11■■■■M ■ ■■!IIII■■ ■ ■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■ ■ ■ ■ ■ ■■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■■■ ■ ■ ■■ ■ ■ ■ ■ ■■■■ ■ ■■■■■■■■ ■ ■ ■■ ■ ■■■ ■ ■■ ■■■ ■■■■ ■ ■ ■ ■ ■ ■■■ ■ ■ ■ ■■■■ ■■■■ ■ ■■■■■■ ■ ■■■ ■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■■■ ■ ■■■■■■■■■■■■■■■■■ ■■■■ ■■■ ■ ■ ■■ ■ ■■■■■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■■■■■ ■1111 ■■ ■1111■■■■■■■ ■■1111 FLORIDA BUILDING CODE — BUILDING t Florida Building Code Edition 2007 High Velocity Hurricane Zone Uniform Permit Application Form Section C (Low Sloped Roof System) Fill in Specific Roof Assembly Components and Identify Manufacturer (If a component is not used, identify as "NA ") System Manufacturer: `ioprGrr t NOA No.: 10- 040g. o? Design Wind Pressures, From RAS 128 or Calculations: Pmax1: ° ® Pmax27 7. 2 Pmax3: 145.7 Max. Design Pressure, From the Specific NOA System: Deck: Type: a ' Type: Co rued. ° G.�1ar r 2" Gauge/Thickness: Slope: 1/4" per Anchor/Base Sheet & No. of PIy(s): _itI Anchor/Base /Sheet Fastener /Bonding Material: Insulation Base Layer: Fastener Spacing for Anchor/Base Sheet Attachment Field: " oc @ Lap, # Rows @ " oc NA Perimeter: " oc @ Lap, # Rows @ " oc NA Comer: " oc @ Lap, # Rows @ " oc Mat Number of Fasteners Per Insulation Board Field: Perimeter Corner tJA Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. Base Insulation Size and Thickness: It i it b �, A Base 1 ulationiF,ast r /Bondi g aterial: Top Insulation Layer: Top Insulation Size and Thickness: tJA Top Insulation Fastener /Bonding Material: NA. Base Sheet(s) & No. of Ply(s):co "e Km, Base She t ast= ner /B nding Material: pp i PIy Sheet(s) & No. of Piy(s): WA PIy Sheet Fastener /Bonding Material: Lbvt FT .FT. 44' +" (Mv�ti) Parapet Height Top PIy: 3opralert Elam +go FR 6r rz Top Ply Fastener /Bonding Material: 4or ' Surfacing:2r16rt tar • all KU Mean Roof Height ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High - Velocity Hurricane Zone Uniform Permit Application Form. Section D (Stir Slnped Rnof Systpnt) Roof System Manufacturer: m on j r Life -r, id, Notice of Acceptance Number: 0.7 • 02 2g • 03 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations)): _ l0.5 — _ y2 P1: P2: 2 2.1 P3: 31. Maximum Design Pressure (From the Product Approval Specific System): 5 I .-l/ iv, Roof Slope: : 12 Stapp Stnpfad Rnnf System flesr riptinrt \ Deck Type: \Type Underlayment: 30 Last t <> l• \ Insulation: kIA Fire Barrier: NA \ ` 1f Ridge Ventilation? /� \ Fastener Type &Spacing: '' �i4 . S rail ° bH Evi 1 IV \ 2fo �.C. �n e`'' Ap Adhesive Type: i'r ((c14 2' Na Mean Roof Height: C& te% of r► ansarts1 \ Type Cap Sheet: Poliolick. Ylk_ plus \ Roof Covering: \ Type & Size Drip lit cr. elation' Edge: v n %h 21/2 arc. at-tack 11 Icy FLORIDA BUILDING CODE — BUILDING ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High - Velocity Hurricane Zone Uniform Permit Application Form. Section F (Tile Calculations) For Moment based tile systems. choose either equal to the Mr values, for each area of the root, 2. Compare the values for Mr with the values from M f. If the Mt values are greater than or • the tile attachment method is acceptable. i� '{ Method' 1 1 foment Bussed Til Calculations Per RAS 127" (P757 x)* +1'5 _ 1 r • ) Mg� • • = Mr. l • ♦ Product Approval MI 51.7 (07. x x • 313 =30.47 Mg: 7.3 = Mr23.0Y Product Approval Mt s/• (P3:143. 7x x .513=4434- Mg: • • = Mr3 3 7. 1Z Product Approval Mt- 6't 7 Method 2 "Simplified Tile Calculations Per Table Below" Required Moment of Resistance (Mr) From Table Below Product Approval Mf Mean Roof Height -> Roof Slope 1, 15' Mr required Moment Resistance* 20' 25' 30' 40' 2:12 34_4 36.5 38 2 39 7 42.2 3:12 32 2 34 4 36.0 37.4 39.8 4.12 30.4 39 9 33.8 35.1 37.3 5:12 28.4 30 1 31.6 32.8 349 6.12 9R.4 9R n 29A 30.5 32.4 7 :12 24.4 25.9 27.1 28.2 30.0 *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based the systems use Method 3. Compared the values for F with the values for Fr. If the F values are greater than or equal to the Fr values, for each area of the roof, then the the attachment method is acceptable. Method 3 "Moment Based Tile Calculations Per RAS 127" (P1: xL = xw:= )-W: x cos 0 =Frt (P2: x (P,: xw:= } -W: x cos9 =Fr, X w: = -W: x cos 0 =F Product Appmval F Product Approval F' Pmduct Appmval F' Where to Obtain Information Description Symbol Where to find Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height H Job Sitc Root' Slope 9 Job Site Aerodynamic Multiplier 2 Pmduct Appmval Restoring Moment due to Gravity Alp Product Appmval Attachment Resistance Mr Product Approval Required Moment Resistance Mg Calculated Minimum Attachment Resistance F' Product Approval Required Uplift Resistance Fr Calculated As crane Tile Weight W Product Approval Tile Dimensions L = length W = width Product Approval All calculations trust he submit ed to the building official at the time of permit application. FLORIDA BUILDING CODE - BUILDING TGFUR11436 - Roofing Systems Page 1 of 1 TOFU.R11436 Roofing Systems Biatatttim See C11112 SRENAThC 310 QUADRA. OR OH 44281 USA Roofing Systems Class A - Fully Adhered R11436 t— One or more plies Type G2, "Sopragtass 100," 'Sopre G," "Modified Sopra G" mechanically fastened or rke7ftiolifig',asphalt. fputtatitirf_ (04010gAW— Polyisocyanurate any thickness, 1/2-kt. (min) wood fiberboard, 7/16-M. (min) Opus fiber or Palle or fictictvcsi 3/44n. (min), any combination, mechanically fastened, hot mopped or adhered with any UL Classified insulation adhesive. Optional, top surface printed with either Soprema "Elestocol 600c," "Elastocol 500e (Not UL classified) or Henry Co. "AquaTac" (Not UL Classified) at 0.5 ,easivent_SA"_ or "Colvent TG" ply sheet being installed. Bandar fitrardk3pleirtapti— "SOPRABOARD" 1/8-In. or 3/16-in., glass fiber 7/16-in. (min), indite or Rodcwool 3/4-in. (min), G-P ---GYpsinn Corp. 1/4-in. (min) "DensDeck(8," °DensDedc Primal)," or "DensGuardl" or one of the following 1/2-in. (min) fiberboards Temple-Inland "I9ber Base HD," Hubert Brothers *Fiberboard" or International BUdrite "Bildrite Roof board" 9:111drite Roof-Rite," mechanically fastened, hot mopped or adhered with any UL Classified insulation adhesive. OptionalefaVitiVce.* --hried,witintutt i'golikepla7);rastW4I6004111-Wileitntel 500r(Not UL Classified) or Henry Co. °AquaTee (Not UL ClaselfWit0 5-gaT/scr. priorto -Teilvent 'SeifirsjklPadhfireckply-theettrbeiriginidailed. ftrSheifibi — One ply "Elastophene Sanded," "Elastopherte HD,' "Eastophene MR Sanded,' °Elastophene HS FR" mechardcally fastened or adhered with "SOPRACOLLE,* "FM Adhesive," "I'M Adhesive (VOC)" or "High Velocity Merntome_ !Weskit, _!.fftIL-Sgalfol. or hot mopped or "ElastophP-ne Ram,' *Elastophene Fiem HR," "Elastophene Ram HS FR° heat welded or("ColventT67titiabweided Or "advent SA • self- adhered. (Optional, sanded top surface ply sheet Is primed with either Soprema "Elastotal 660411--asittica50ir(itat UL Classified) or Henry Co. "AquaTec" (Nat UL Classified) at 0.5 gal/sq. prior to Colphene cap sheet being Installed). ,140—htbititm4t-74 aElastophene FR GR,"*Elastopftene FR+ GR," "Ektstophene HD FR CR," "Blastopherte HR FR GR," RElastophene HS FR GR," Eteitiotifteriii-HP FR GR," "Sopraiene 180 FR GR", "Sopratene 180 FR GR 3.5 mm", "Sopralene 250 FR GR" adhered with hot roofing asphalt or Soprema °FM Adhesive," "FM Adhesive Nog° CA's 'High Velocity Membrane Adhesive° at 1.5 gal/sq.; Viastophene Ram FR GR," *Elastophene Ram FR+ GR," "Elastophene Ram HD FR GR," "Elastopherte Ram HR FR GR," "Elastophene Ram HS FR GR," °Elastophene Ram HP FR GithlWlittfrillWRErfiSopralerte Ram 180 FR GR 3.5 mm, "Sopratene Ram 180 FR+ GFt," "Sopralene Ram 250 FR GR" or "Sopraltirw fitarillso At4itte\ha welded or "Colpherte FR GR" self-adhered. httn://database.ul.com/cgi-bin/XYVItemolatellSEXT/1FRAME/shownane.html?nam... 10/12/2011 %JOHNSON 411WWWMORA 0 a. TYP. 2D11. JOHNSON GROUP, WC. ROOF UPLIFT PLAN TYP. a 3 RO * F kPLIFT PLAN ZONE ROOFING 1 —57.0 PSF , 9/ —97.2 PSF —143.7 PSF a =16' -6" PROJECT: Barry University DRAWN S.G. 4PPRf 1 n M.A.J. I ( DRAWING NO. Harr 10 -04 -11 l PPn mrr un . isaa 11011 SK 10 - 04 -11 MIAMI•QgDE COUNTY BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Soprema, Inc. 310 Quadral Drive Wadsworth, OH 44281 MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidade.gov/building SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Section and accepted by the Board of Rules and Appeals (BORA) 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 AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA 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 and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Soprema Modified Bitumen Roofing Systems Over Lightweight Insulating Concrete 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 the 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 automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then 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 NOA No. 09- 0402.18 and consists of pages 1 through 44. The submitted documentation was reviewed by Jorge L. Acebo. APPROVED NOA No: 10- 0408.08 Expiration Date: 0242/16 Approval Date: 02124/11 Page 1 of 44 ROOFING SYSTEM APPROVAL Category: Sub - Category: Material; Deck Type Maximum Design Pressure Roofing Modified Bitumen SBS Lightweight Insulating Concrete -262.5 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED TABLE 1 Test Product pimensions Specification . Sopra G 39" x 108' (3.5 sq.) ASTM D 4601 Modified Sopra G 39" x 108' (3.5 sq.) ASTM D 4601 Soprabase 39" x 99' (3 sq.) ASTM D 6164 Sopra IV or VI Colvent TG Colvent SA Colvent 180 TG Colvent 180 SA Elastophene Sanded Elastophene Sanded 3.0 36" x 180' (5 sq.) 39" x 49' (1.5 sq.) 39" x 49' (1.5 sq.) 39" x 33' (1 sq.) 39" x 43' (1 sq.) 39" x 49' (1.5 sq.) 39" x 33' (lsq.) ASTM D 2178 Type IV or VI ASTM D6163 ASTM D 6163 ASTM D 6164 ASTM D6164 ASTM D 6163 ASTM D 6163 BY APPLICANT: Product Description Fiberglass reinforced oxidized asphalt base sheet for bonding or mechanically attaching to substrate. Fiberglass reinforced modified asphalt base sheet for bonding or mechanically attaching to substrate. Oxidized asphalt, polyester reinforced base sheets. Primarily used as a mechanically attached anchor sheet. Applied in hot asphalt, cold adhesive or ribbon stripped. Type IV or VI, fiberglass reinforced, smooth surfaced ply sheet. Sopra IV or VI are used in multi -ply systems and complies with ASTM and UL Standards. Applied in hot asphalt or cold adhesive. Fiberglass reinforced, modified bitumen membrane with 1" wide factory applied heat weldable strips on back side. Fiberglass reinforced, modified bitumen membrane with 1" wide factory applied self- adhering strips on back side Polyester reinforced, modified bitumen membrane with 1" wide factory applied heat weld strips on back side. Polyester reinforced, modified bitumen membrane with 1" wide factory applied self - adhering strips on back side Fiberglass reinforced modified bitumen membrane sanded on both sides, used as a base and top ply. Applied in hot asphalt, cold adhesive or ribbon stripping. Fiberglass reinforced modified bitumen membrane sanded on both sides, used as a base and top ply. Applied in hot asphalt, cold adhesive or ribbon stripped. NOA No: 10- 0408.08 Expiration Date: 02/22/16 Approval Date: 02/24/11 Page 2 of 44 Elastophene HD 39" x 33' (1 sq.) ASTM D 6163 Elastophene HS FR 39" x 66' (2 sq.) ASTM D 6162 Elastophene Sanded 39" x 49' (1.5 sq.) ASTM D 6I63 FR Elastophene HR 39" x 49' (1.5 sq.) ASTM D 5147 ASTM D 6163 Elastophene HP 39" x 66' (2 sq.) ASTM D 5147 ASTM D 6162 Elastophene PS, 39" x 49' (1.5 sq.) ASTM D 6163 Elastophene PS 3.0 Elastophene SP 2.2mm 39" x 49' (1.5 sq.) ASTM D 6163 Elastophene SP 39" x 49' (1 sq.) ASTM D 6163 3.0mm Elastophene Flam 39" x 33' (1 sq.) ASTM D 6163 Elastophene Flam 39" x 49' (1.5 sq.) ASTM D 6163 2.2 Elastophene Flam 39" x 33' (1 sq.) ASTM D6162 HS FR EIastophene Flam 39" x 66' (2 sq.) ASTM D 5147 HP ASTMD6162 MIAMI.DADE COUNTY. APPROVED Fiberglass reinforced modified bitumen membrane sanded on both sides, used as a base and top ply. Applied in hot asphalt, cold adhesive or ribbon stripped. Woven fiberglass /polyester composite reinforced modified bitumen membrane with fire retardants and sanded on both sides. Applied in hot asphalt, cold adhesive or ribbon stripping. Fiberglass reinforced modified bitumen membrane with fire retardants and sanded on both sides. Applied in hot asphalt, cold adhesive or ribbon stripping. Fiberglass scrim reinforced modified bitumen membrane sanded on both sides. Applied in hot asphalt, cold adhesive or ribbon stripping. Fiberglass /non -woven polyester reinforced modified bitumen membrane sanded on both sides. Applied in hot asphalt, cold adhesive or ribbon stripping. Glass reinforced modified bitumen membrane with a plastic bum -off film for heat weld bonding to the top side. Applied in hot asphalt, cold adhesive or ribbon stripping. Glass reinforced modified bitumen membrane with a plastic burn -off film on the bottom and sanded on the top. Applied by heat welding or ribbon stripping (after removal of plastic burn -off film). Glass reinforced modified bitumen membrane with a plastic burn -off film on the bottom and sanded on the top. Applied by heat welding or ribbon stripping (after removal of plastic burn-off film). Fiberglass reinforced modified bitumen membrane covered on both sides with a plastic burn-off film. Applied by heat welding. Fiberglass reinforced modified bitumen membrane covered on both sides with a plastic bum -off film. Applied by heat welding. Woven fiberglass /polyester composite reinforced modified bitumen membrane with fire retardants and plastic burn-off film on both sides. Applied by heat welding. Fiberglass/non -woven polyester reinforced modified bitumen membrane with plastic bum -off film on both sides. Applied by heat welding. NOA No: 10- 0408.08 Expiration Date: 02/22/16 Approval Date: 02/24/11 Page 3 of 44 Elastophene 180 39" x 49' (1.5 sq.) ASTM D 6164 Non -woven polyester reinforced modified Sanded bitumen membrane sanded on both sides. Applied in hot asphalt, cold adhesive or ribbon stripping. Elastophene 180 PS 39" x 49' (1.5 sq.) ASTM D 6164 Non -woven polyester reinforced modified bitumen membrane with a sanded bottom and a plastic burn -off film on the top, used as a base sheet. Applied in hot asphalt, cold adhesive or ribbon stripping. Elastophene GR, 39" x 33' (1 sq.) ASTM D 6163 Fiberglass reinforced modified bitumen Elastophene LS FR membrane with fire retardants, sanded on the GR bottom and mineral granules on the top. Applied in hot asphalt, cold adhesive or ribbon stripping. Elastophene FR GR 39" x 33' (1 sq.) ASTM D 6163 Fiberglass reinforced modified bitumen or FR+ GR membrane with fire retardants, sanded on the bottom and mineral granules on the top. Applied in hot asphalt, cold adhesive or ribbon stripping. Elastophene HR FR 39" x 33' (1 sq.) ASTM D 6163 Fiberglass scrim reinforced modified bitumen GR membrane with fire retardants, sanded on the bottom and mineral granules on the top. Applied in hot asphalt, cold adhesive or ribbon stripping. Elastophene HS FR 39" x 33' (1 sq.) ASTM D 6162 Woven fiberglass /polyester composite GR reinforced modified bitumen membrane with fire retardants, sanded on the bottom and mineral granules on the top. Applied in hot asphalt, cold adhesive or ribbon stripping. Elastophene HP FR 39" x 33' (1 sq.) ASTM D 5147 Fiberglass /non -woven polyester reinforced GR ASTM D 6162 modified bitumen membrane with fire retardants, sanded on the bottom and mineral granules on the top. Applied in hot asphalt, cold adhesive or ribbon stripping. Elastophene Flam 39" x 33' (1 sq.) ASTM D 6163 Fiberglass reinforced modified bitumen GR, Elastophene membrane with fire retardants, a plastic burn - Flam LS FR GR off film on the bottom and mineral granules on the top. Applied by heat welding. Elastophene Flam 39" x 33' (1 sq.) ASTM D 6163 Fiberglass reinforced modified bitumen FR GR or FR+ GR membrane with fire retardants a plastic burn- off film on the bottom and mineral granules on the top. Applied by heat welding. Elastophene Flam 39" x 33' (1 sq.) ASTM D 6163 Fiberglass scrim reinforced modified bitumen HR FR GR membrane with fire retardants, a plastic burn - off film on the bottom and mineral granules on the top. Applied by heat welding or ribbon stripping (after removal of plastic burn-off film). MIAMIDADE COUNTY APPROVED NOA No: 10- 0408.08 Expiration Date: 02/22/16 Approval Date: 02/24/11 Page 4 of 44 Elastophene Flam HS FR GR Elastophene Flam HP FR GR Sopralene 180, 250 or 350 Sopralene 180 SP 3.5 mm Soprafix [S], [F] and [X] Soprafix Soprafix -e Soprafix (X) Sopralene Flam 180, 250 or 350 MIAMIOADE COUNTY APPROVED 39 "x33'(1 sq.) ASTM D6162 39" x 33' (1 sq.) ASTM D 5147 ASTM D 6162 39 "x33'(1 sq.) ASTMD6164 39" x 26' (' sq.) 39 "x33'(1 sq.) ASTM D6164 39" x 33' (1 sq.) ASTM D 6164 39" x 33' (1 sq.) ASTM D 6164 39" x 33' (1 sq.) ASTM D 6164 39" x 33' (1 sq.) ASTM D 6164 39" x 33' (1 sq.) ASTM D 6164 Woven fiberglass composite reinforced modified bitumen membrane with fire retardants, a plastic burn -off film on the bottom and mineral granules on the top. Applied by heat welding or ribbon stripping (after removal of plastic burn -off film). Fiberglass /non -woven polyester reinforced modified bitumen membrane with fire retardants, a plastic burn -off film on the bottom and mineral granules on the top. Applied by heat welding or ribbon stripping (after removal of plastic burn-off film). Non -woven polyester reinforced modified bitumen membrane sanded on both sides, used as a base/ply /cap. Applied in hot asphalt, cold adhesive or ribbon stripping. Non -woven polyester reinforced modified bitumen membrane with a plastic burn -off film on the bottom and sanded on the top. Applied by heat welding or ribbon stripping (after removal of plastic burn -off film). Non -woven polyester reinforced modified bitumen membrane. Applied by mechanical attachment. Non -woven polyester reinforced modified bitumen membrane with a 4 -inch or 5 -inch wide side lap with a plastic burn-off film on the bottom and sanded on the top. Applied by mechanical attachment. Lap heat welded or sealed with an approved cold adhesive. Non -woven polyester reinforced modified bitumen membrane with a 5 -inch wide side lap with a self - adhering compound and release film and sanded on the bottom and top surfaces. Applied by mechanical attachment. Lap self - adhered or sealed with approved cold adhesive. Non -woven polyester reinforced modified bitumen membrane with plastic burn-off film or sanded on the top and bottom surfaces and a 6 -inch wide side lap. Applied by heat welding. Non -woven polyester reinforced SBS modified bitumen membrane, both sides covered with a plastic burn-off film, used as a base/ply. Applied by heat welding or ribbon stripping (after removal of plastic burn-off film). NOA No: 10- 0408.08 Expiration Date: 02/22/16 Approval Date: 02/24/11 Page 5 of 44 Sopralene 180, 250 39" x 33' (1 sq.) ASTM D 6164 or 350 GR or FR GR Sopralene Flam 180, 39" x 33' (1 sq.) ASTM D 6164 250 or 350 GR Sopralene Flam 180, 39" x 33' (1 sq.) ASTM D 6164 250 or 350 FR GR or FR+ GR Sopralene Flam 180 39" x 33' (1 sq) ASTM D6164 2.7 mm Sopralast Soprastar Flam Soprastar Stick UNILAY Sopralene Stick Sopralene Flam Stick MIAMI DADE COUNTY APPROVED various ASTM D 6298 39" x 33' (1 sq) ASTM D6162 ASTM D6164 39" x 33' (1 sq) ASTM D6162 ASTM D6164 39 "x33'(1 sq.) ASTMD6164 39" x 33' (1 sq.) ASTM D 6164 39 "x33'(1 sq.) ASTM D6164 Non -woven polyester reinforced modified bitumen membrane with fire retardants a sanded bottom and a mineral granules top. Applied in hot asphalt, cold applied adhesive or ribbon stripping (after removal of plastic burn-off film). Non -woven polyester reinforced modified bitumen membrane with a plastic burn -off film on the bottom and mineral granules on the top. Applied by heat welding or ribbon stripping (after removal of plastic burn -off film). Non -woven polyester reinforced modified bitumen membrane with fire retardants a plastic burn-off film on the bottom and mineral granules on the top. Applied by heat welding or ribbon stripping (after removal of plastic burn-off film). Non -woven polyester reinforced modified bitumen membrane with fire retardants a plastic burn-off film on the bottom and mineral granules on the top. Applied by heat welding or ribbon stripping (after removal of plastic bum -off film). Fiberglass reinforced modified bitumen sheeting faced with aluminum, copper or stainless steel foil. Applied by heat welding of ribbon stripping (after removal of plastic burn-off film). Fiberglass reinforced SBS modified bitumen membrane with a plastic bum -off film on the bottom side and a reflective white top surface. Applied by heat welding. Fiberglass reinforced SBS modified bitumen membrane with a release film covered self - adhering bottom side and a reflective white top surface. Non -woven polyester reinforced modified bitumen membrane with fire retardants and surfaced with mineral granules. Applied by mechanical attachment, heat welding or ribbon stripping (after removal of plastic burn -off film). Self adhered, polyester reinforced membrane with a release film on the bottom and a sanded top. Self adhered, polyester reinforced membrane with a release film on the bottom and a plastic burn -off film on the top. NOA No: 10- 0408.08 Expiration Date: 02/22/16 Approval Date: 02/24/11 Page 6 of 44 EPS Flam Stick Colphene FR GR, Colphene GR Colphene HR FR GR Sopratape 606 Sopramastic 200 Elastocol 400, 500 and 600c Sopracolle "E" ALSAN FlashingTM ALSAN Polyfleece SBS Mastic SBS Elastic Cement Soprawalk High Velocity® Insulation Adhesive II (HVIA -II) High Velocity® Insulation Adhesive III (HVIA -III) FM Adhesive FM Adhesive Trowel Grade FM Adhesive (VOC) FM Adhesive (VOC) Trowel Grade High Velocity® Membrane Adhesive (HVMA) MIAMI•DADE COUNTY APPROVED 39" x 33' (1 sq.) 39" x 33' (1 sq.) 39" x 33' (1 sq.) 5" wide 17 oz. pouch or 10.4 oz cartridge various keg 1.25 gallon pail or 3.75 gallon pail 4 ", 8" or 39" wide by 50' long 10.4 oz tube 5 gallon pail 39" x 26' (3/4 sq) 3 gal pail 4 dual cartridges per carton 5 gallon pail, 55 gallon drum or 350 gallon tote 5 gallon pail 5 gallon pail, 55 gallon drum or 350 gallon tote 5 gallon pail 5 gallon pail or 55 gallon drum ASTM D 6163 ASTM D 6163 ASTM D 6163 Proprietary Proprietary ASTM D 41 Proprietary Proprietary Proprietary Proprietary Proprietary Proprietary Proprietary Proprietary Proprietary Self adhered, film surfaced, glass mat/glass grid reinforced membrane with a release film on the bottom and a plastic burn-off film on the top. Self adhered, granule surfaced, fiberglass reinforced membranes. Self adhered, granule surfaced, fiberglass scrim reinforced membranes. Bituminous tape for sealing of side and head laps. Caulking compound. Asphalt primers. Cold- applied adhesive used to bond membrane to prepared substrates or to other membranes. One part polyurethane/bitumen resin, moisture cure compound. Non -woven polyester reinforcement used in the ALSAN Flashing system. Plasticized rubber/bitumen mastic compound. Elastomeric bitumen based mastic compound. Non -woven polyester reinforced modified bitumen membrane with a sanded bottom and mineral granules on the top. Applied by hot asphalt, cold adhesive or ribbon stripping. One part elastomeric urethane foam adhesive. Two part elastomeric urethane foam adhesive. Plastomeric bitumen based cold adhesive. Proprietary Plastomeric bitumen based cold adhesive. Proprietary Proprietary Proprietary Elastomeric bitumen based cold adhesive. Elastomeric bitumen based cold adhesive. Polyurethane bitumen adhesive. NOA No: 10- 0408.08 Expiration Date: 02/22/16 Approval Date: 02/24/11 Page 7 of 44 Sopraboard Granules various 5 gallon pail or Supersac APPROVED INSULATIONS: Product Name ACFoam II, ACFoam III ACFoam Composite FlintBoard ISO, FlintBoard ISO Cold FlintBoard ISO Plus Hytherm AP Hytherm Composite ISO 95 +, ISO 95+ (25psi) ISO 95+ Composite EnergyGuard ISO, EnergyGuard Ultra EnergyGuard Composite Extruded or Expanded Polystyrene Gypsum High Density Wood Fiberboard Perlite Insulation DensDeck, DensDeck Prime, DensDeck Fireguard, DensDeck Prime Fireguard, DensDeck DuraGuard H- Shield H- Shield CG H- Shield -P, H- Shield -WF ENRGY -3 Composite, Fesco Foam ENRGY -3 ENRGY -3 Plus Multi - Max -3, Multi -Max FA -3 Thermaroof Composite UltraMax Thermaroof Composite -3 SECUROCK Gypsum -Fiber Roof Board MIAMI•DADE COUNTY APPROVED Proprietary Mineral fortified Asphaltic cored coverboard between two layers of asphalt saturated fiberglass mat. Semi - ceramic coated colored granules. TABLE 2 Product Description Polyisocyanurate foam insulation Composite polyisocyanurate insulation board Polyisocyanurate foam insulation Composite polyisocyanurate insulation board Polyisocyanurate foam insulation Composite polyisocyanurate insulation Polyisocyanurate foam insulation Composite polyisocyanurate insulation board Polyisocyanurate foam insulation Composite polyisocyanurate insulation board Polystyrene Insulation Gypsum board Wood fiber insulation board Perlite insulation board Water resistant gypsum board Polyisocyanurate foam insulation Polyisocyanurate foam insulation Composite Insulation board Composite Insulation board Polyisocyanurate foam insulation Composite Insulation board Polyisocyanurate foam insulation Composite Insulation board Polyisocyanurate foam insulation Composite insulation board Gypsum board Manufacturer (With Current NOA) Atlas Energy Products Atlas Energy Products CertainTeed Corp. CertainTeed Corp. Dow Dow Firestone Firestone GAF GAF generic generic generic generic G -P Gypsum Corp. Hunter Panels, Inc. Hunter Panels, Inc. Hunter Panels, Inc: Johns Manville Johns Manville Johns Manville RMax RMax RMax RMax US Gypsum NOA No: 10- 0408.08 Expiration Date: 02/22/16 Approval Date: 02/24/11 Page 8 of 44 APPROVED FASTENERS: Fastener Product Number Name 1. Tri -Fix Fastening System 2. #12, #14 & #15 Soprema Fasteners 3. Soprafix [X] -EL #15 4. Soprafix Plates 5. Soprema Plates 6. Sopradisc 7. Soprema Isofast IF /IFT 8. Soprafix/Soprafast 9. UNILAY Plate 10. #12, #14 & #15 Dekfast Fastener 11. Omega Fastener 12. Dekfast Hex Plate 13. Dekfast Lock Plate 14. Twin Loc -Nails '15. FM -30, FM -45, FM -60, FM -90 Fasteners 16. 412, #14 & #15 OMG Fasteners 17. #12 OMG Fastener 18. OMG AccuTrac Plate MIAMI•DADE COUNTY APPROVED TABLE 3 Product Description Fastening system for base sheet attachment to lightweight concrete, gypsum or cementitious wood fiber decks. Fasteners for membrane or insulation attachment to wood, steel or concrete decks. Fasteners for membrane attachment to steel or concrete decks. AZ -55 Galvalume steel plate for use with the Soprafix system. Metal or plastic stress plates for use with Soprema Fasteners. Galvanized metal bearing plate used for side lap attachment of Soprafix system. AZ -50 Galvalume steel plate for use with the Soprafast System. Stress plates for membrane securement. Stress plates for Unilay membrane securement. Insulation fastener Stainless steel insulation fastener Galvalume AZ50 steel plate Polypropylene locking plate. Base ply fastening systems for lightweight concrete, gypsum or cementitious wood fiber decks Base ply fastening systems for lightweight concrete decks Insulation fastener for wood, steel and concrete. Insulation fastener for wood, steel and concrete. Galvalume square stress plate Dimensions 3" diameter plate with various length fasteners 2" diameter 3" diameter 2" diameter 2%" diameter 3" diameter 2 -3/8" diameter Manufacturer (With Current NOA) Soprema, Inc. Soprema, Inc. Soprema, Inc. Soprema, Inc. Soprema, Inc. Soprema, Inc. Soprema, Inc. Soprema, Inc. Soprema, Inc. SFS Intec SFS Intec 2'/8" x 3 ''A" SFS Intec 3" x 3 ''A" SFS Intec ES Products, Inc. ES Products, Inc. OMG, Inc. OMG, Inc. 3" square OMG, Inc NOA No: 10- 0408.08 Expiration Date: 02/22/16 Approval Date: 02/24/11 Page 9 of 44 APPROVED FASTENERS: Fastener Product Number Name 19. OMG 3" Standard Steel Plate 20. Olympic CR Base Ply Fasteners 21. NTB Magnum 22. NTB Plate 23. Lite -Deck 24. Lite -Deck Plate 25. Olympic Fastener #12, #14 & #15 26. Olympic CD -10 27. Olympic Fluted Nail 28. Olympic Standard 29. Olympic Plastic 30. Powerlite 31. Powerlite 32. Base -Lok Fasteners 33. Turbo Tube -Lok Fasteners 34. SFS Base -Lok Fasteners 35. Insul -Fixx Fastener 36. Isofast Fasteners 37. Extra Load Fasteners #15 38. Insul -Fixx S Plate 39. Insul -Fixx P Plate 40. Isofast Plate MIAMI DADE COUNTY APPROVED TABLE 3 Product Description Galvalume stress plate. Base ply fastening assembly Glass reinforced Nylon insulation fastener for gypsum & CWF decks with barbs. Galvalume stress plate Insulation fastener for CWF and Gypsum decks. Galvalume stress plate Insulation fastener. Insulation fastener. Insulation fastener. Galvalume AZ50 steel plate Polypropylene stress plate Insulation fastener. Galvalume stress plate. Base sheet fastener for lightweight concrete, cwf and gypsum decks Base sheet fastener for lightweight concrete, cwf and gypsum decks Base sheet fastener for lightweight concrete, cwf and gypsum decks Insulation fastener for wood, steel and concrete. Insulation fastener for wood, steel and concrete. Fasteners for membrane attachment to steel or concrete decks. Galvalume AZ50 steel plate Polyethylene stress plate Square or oblong galvalume steel plates for use with Isofast fasteners Dimensions 3" round 3" square 3" round 3" round 3" round 3.25" round 3" round 1.75" long with 3" dia. head 1.75" long with 2" dia. head 1.75" long with 3" dia. head 3" round 3" round Manufacturer (With Current NOA) OMG, Inc. OMG, Inc. OMG, Inc. OMG, Inc. OMG, Inc. OMG, Inc. OMG, Inc. OMG, Inc. OMG, Inc. OMG, Inc.. OMG, Inc. Powers Fasteners, Inc. Powers Fasteners, Inc. Simplex Nails Simplex Nails SFS Intec, Inc. SFS lntec, Inc. SFS Intec, Inc. SFS Intec, Inc. SFS Intec, Inc. SFS Intec, Inc. SFS Intec, Inc. NOA No: 10- 0408.08 Expiration Date: 02/22/16 Approval Date: 02/24/11 Page 10 of 44 APPROVED FASTENERS: Fastener Product Number Name 41. ES -I Fastening Systems 42. #12, #14 & #15 Dekfast Fastener 43. Omega Fastener 44. Dekfast Hex Plate 45. DekFlat Lock Plate 46. Tru -Fast TL Fastener 47. Tru -Fast Fastener 48. Tru -Fast HD or EHD 49. Tru -Fast MP -3 50. Tru -Fast Metal 51. Tru -Fast Plastic 52. ES Products Batten Bar -TL 53. #12 OMG Fastener 54. OMG Polymer Batten Strip 55. OMG MAXLoad 56. Olympic Heavy Duty 57. Olympic ASAP 3P 58. Olympic ASAP 3S 59. Isofast IF2 60. Isofast IF/IG 61. Isofast IFC /IW 62. #15 Dekfast HS 63. Galvalume Steel 3" Round Insulation Plate 64. K -Fast Fastener MIAMIOADE COUNTY APPROVED TABLE 3 Product Description Insulation fastening assembly with plate. Insulation fastener Stainless steel insulation fastener Galvalume AZ50 steel plate Polypropylene locking plate. Insulation fastener for lightweight concrete, CWF and gypsum decks Insulation fastener for wood, steel and concrete. Insulation fastener for wood, steel and concrete. Galvalume AZ50 steel plate Galvalume AZ55 steel plate Polypropylene plate Batten bar Insulation fastener Modified polymer batten bar Insulation fastener Insulation fastener Pre - assembled insulation fastener and plastic plate Pre - assembled insulation fastener and steel plate Insulation fastener Galvalume AZ50 steel plate Galvalume AZ50 steel plate Insulation fastener Galvalume AZ50 steel plate Insulation Fastener Dimensions 3" round 2'/8" x 3 'A" 3" x 3 '/" 3" round 3" round 3" round 3" round 3" round 82 x 40 mm 70 x70 mm 3" round Manufacturer (With Current NOA) SFS Intec, Inc. SFS Intec SFS Intec SFS Intec SFS Intec The Tru-Fast Corp. The Tru -Fast Corp. The Tru -Fast Corp. The Tru -Fast Corp. The Tru -Fast Corp. The Tru -Fast Corp. ES Products, Inc. OMG, Inc. OMG, Inc. OMG, Inc. OMG, Inca OMG, Inc. OMG, Inc. SFS Intec SFS Intec SFS Intec SFS Intec SFS Intec SFS Intec NOA No: 10- 0408.08 Expiration Date: 02/22/16 Approval Date: 02/24/11 Page 11 of 44 APPROVED FASTENERS: Fastener Product Number Name 65. Dekfast Steel Batten Bar 66. Dekfast Coiled Batten Strip 67. Soprafix #14 PAS -2" SB Stress Plate 68. Soprema 3" Insulation Plate 69. Soprafix 2" — SB Stress Plate 70. Soprafix 2 -3/8" -- SB Stress Plate 71. Soprafix (X) 2 -3/4" Stress Plate 72. Soprafix MBB -R 73. Soprema #12, #14, #15 Fastener 74. Soprema PAS #12 -3" Insulation Plate 75. Soprafix #21 -K Fastener 76. Tru -Fast DP 77. Tru -Fast SHD 78. Tru -Fast MPH -3 79. Tru -Fast MP -2000 80. Tru -Fast MPB -2000 81. Tru -Fast MPB -2400 82. Tru -Fast BB -18 Batten Bar 83. Tru -Fast BB -18 -R Batten Bar 84. Tru -Fast Twin -Loc Batten Bar TABLE 3 Product Description Galvalume AZ50 steel Batten bar Pre - assembled plate and fastener Stress plate Stress plate Stress plate Stress plate Metal Batten Bar Insulation and membrane fasteners Pre - assembled plate and fastener Insulation and membrane fastener Insulation fastener for wood, steel and concrete Insulation fastener for wood, steel and concrete Galvalume AZ50 steel plate Galvalume AZ55 steel batten bar Galvalame AZ55 steel batten bar with recessed holes Batten bar Dimensions 2" diameter Manufacturer (With Current NOA) SFS Intec SFS Intec Soprema, Inc. 3" diameter Soprema, Inc. 2" diameter Soprema, Inc. 2 -3/8" diameter Soprema, Inc. 2 -3/4" diameter Soprema, Inc. Soprema, Inc. Soprema, Inc. 3" diameter Soprema, Inc. Soprema, Inc. The Tru -Fast Corp. The Tru -Fast Corp. 3" round The Tru -Fast Corp. The Tru -Fast Corp. The Tru -Fast Corp. The Tru -Fast Corp. The Tru -Fast Corp. The Tru -Fast Corp. The Tru -Fast Corp. NOA No: 10- 0408.08 Expiration Date: 02/22/16 Approval Date: 02/24/11 Page 12 of 44 APPROVED SURFACING /COATING OPTIONS: TABLE 4 System Number 1. 2. 3. 4. Manufacturer Generic Generic Soprema Karnak Corporation 5. Soprema 6. Thermo Manufacturing Systems, LLC 7. United Coatings Manufacturing Company 8. Insulating Coatings Corporation 9. Henry Company 10. National Coating MIAM(•DADE COUNTY APPROVED Application Gravel applied at 400 Ibs /sq., adhered with flood coat of asphalt at 60 Ibs/sq. Slag applied at 300 lbs /sq., adhered with flood coat of asphalt at 60 lbs /sq. Gravel applied at 400 lbs /sq., adhered with FM Adhesive or FM Adhesive (VOC) at 4 gal /sq. Karnak #97 Fibrated Aluminum Roof Coating applied at an application rate of 1.5 gal /sq. Cural Aluminizer applied at an application rate of 2 gal /sq. Super Prep Roof Coating applied in two coats at an application rate of 1.5 gal /sq /coat. Roof Mate Coating, applied in one base coat at a rate of 1.5 gal /sq, and one finish coat at a rate of 1.5 gal/sq. Astec 2000 Finish Coat applied in two base coats at a rate of 0.75 gal /sq /coat and two finish coats at a rate of 0.75 gal /sq /coat. HE280DC White Elastomeric Roof Coating applied in two coats at an application rate of 1 gal /sq /coat. Acryshield® A500 applied in two coats at an application rate of 1 gal /sq /coat. NOA No: 10- 0408.08 Expiration Date: 02/22/16 Approval Date: 02/24/11 Page 13 of 44 EVIDENCE SUBMITTED: Test Agencv/Identifier Name Report Date Atlantic & Caribbean Roof ACRC 03 -008 TAS 114 07.11.03 Consulting, LLC Factory Mutual Research J.T. OPA2.AM FM 4470 11.29.89 Corporation J.1. 2P2A7.AM FM 4470 11.29.89 J.1. 1 W8A 1.AM FM 4470 07.15.93 J.1. 1Z3A6.AM FM 4470 04.27.95 J.I. 152A1.AM FM 4470 11.28.84 J.I.2DOAO.AM FM 4470 08.15.97 J.I. 3001334 FM 4470 01.25.00 J.I.3009814 FM 4470 09.06.02 J.I. 3002351 FM 4470 02.28.03 3014614 FM 4470 02.27.06 3025860 FM 4470 04.17.06 3026028 FM 4470 05.25.06 3023749 FM 4470 09.28.06 3029098 FM 4470 10.25.07 3032109 FM 4470 07.21.08 Dynatech Engineering Corp. 10.94.27 TAS 114 10.27.94 2491 -04.95 TAS 114 01.04.95 Exterior Research & Design, LLC. 2003.02.97 -1 TAS 114 02.15.97 2003 - 2.04.97 -1 TAS 114 04.15.97 2002.07.97 -1 TAS 114 08.15.97 2716.05.98 -1 TAS 114 05.11.98 2738.10.00 -1 TAS 114 10.20.02 2109.08.02 TAS 114 08.06.02 2766.12.03 TAS 114 12.01.03 2760.12.04 -R1 TAS 114 12.23.04 Trinity I ERD S6740.11.07 ASTM D 6163 11.02.07 S12370.03.09 -1 ASTM D 6164 03.06.09 S12370.03.09-2 ASTM D 6164 03.06.09 S12370.03.09 -3 ASTM D 6162 03.06.09 ITS / Warnock Hersey ASTM D 5147 05.27.93 1RT of S. Florida, Inc. 990028 TAS 114 09.30.99 02 -031 TAS 114 09.06.02 1RT- Arcon, Inc. 1RT06002 TAS 114 -J 02.18.06 IRT06056 TAS 114 -J 09.21.06 MIAMI.DADE COUNTY APPROVED NOA No: 10- 0408.08 Expiration Date: 02/22/16 Approval Date: 02/24/11 Page 14 of 44 Deck Type 4: Lightweight Concrete, Non- Insulated Deck Description: Celcore Cellular Lightweight Insulating Concrete, Min. 300 psi over structural concrete deck. System Type F(2): Base sheet adhered to substrate All General and System Limitations apply. Deck: Celcore MF Cellular Lightweight concrete shall have a minimum 2" thick top coat. Minimum 1" EPS is optional. Primer: (Optional) ASTM D 41, Elastocol 400, Elastocol 500, Elastocol 600c or AquaTac applied at a rate of 1 gal /sq, to top surface of any base or ply sheet prior to application of next layer Vapor Retarder: One layer of Elastophene SP 2.2mm, Elastophene SP 3.0mm, Sopralene 180 SP (Optional) 3.5mm, Soprafix, Sopralene 250 SP, or Sopralene 350 SP, heat welded Or Elastophene Sanded, Elastophene Sanded FR, Elastophene Sanded 3.0mm, Elastophene HS FR, Elastophene HR, Elastophene HR 3.0mm, Elastophene HD, Elastophene HP, Elastophene 180 Sanded, Sopralene 180 Sanded, Sopralene 180 Sanded 3.5mm, Sopralene 250 Sanded, Sopralene 350 Sanded, adhered in hot asphalt at 25 lbs/sq Base Layer: One layer Colvent TG, Colvent 180 TG, heat welded to primed lightweight concrete. *Requires heat welded ply or cap membrane. Ply Sheet: One or more layers of Sopralene Flam 180 *, Sopralene Flam 180 2.7 mm *, (Optional) Sopralene 180 SP 3.5 mm, Soprafix, Sopralene Flam 250 *, Sopralene 250 SP, Sopralene Flam 350* or Sopralene 350 SP, heat welded Or Sopralene 180 Sanded, Sopralene 180 Sanded 3.5 mm, Sopralene 180 PS *, Sopralene 250 Sanded, Sopralene 250 PS *, Sopralene 350 Sanded, Sopralene 350 PS *, adhered in hot asphalt at 25 lbs/sq to sand surfaced base membrane. *Requires heat welded cap membrane. Membrane: One layer ofSopralene Flam 180 GR, Sopralene Flam 180 FR GR, Sopralene Flam 180 FR+ GR, Sopralene 250 SP *, Sopralene Flam 250 GR, Sopralene Flam 250 FR GR, Sopralene Flam 250 FR+ GR, Sopralene 350 SP *, Sopralene Flam 350 GR, Sopralene Flam 350 FR GR, heat welded. *Requires approved Surfacing. Surfacing: Surfacing is Optional on granular surfaced field cap membranes. Surfacing is Required for smooth or sanded surfaced field cap membranes. Refer to Underwriters Laboratories or lntertek Testing Services listings for applicable fire classifications Apply any coating listed in Table 4 above, or any Miami -Dade approved coating system Maximum Design Pressure: -262.5 psf (See General Limitation #9.) same as others NOA No: 10- 0408.08 Expiration Date: 02/22/16 Approval Date: 02/24/11 Page 43 of 44 Deck Type 4: c t Non- Insulated Deck Description: i t4ellular Lightweight Insulating Concrete, Min. 300 psi over structural concrete deck. System Type F(2): Base sheet adhered to substrate All General and System Limitations apply. Deck: Celcore MF Cellular Lightweight concrete shall have a minimum 2" thick top coat. Minimum 1" EPS is optional. Primer: (Optional) ASTM D 41, Elastocol 400, `£ "} ' lastocol 600c or AquaTac applied at a rate of 1 gal /sq, to top surface of any base or ply sheet prior to application of next layer Vapor Retarder: One layer of Elastophene SP 2.2mm, Elastophene SP 3.0mm, Sopralene 180 SP (Optional) 3.5mm, Soprafix, Sopralene 250 SP, or Sopralene 350 SP, heat welded Or Elastophene Sanded, Elastophene Sanded FR, Elastophene Sanded 3.0mm, Elastophene HS FR, Elastophene HR, Elastophene HR 3.0mm, Elastophene HD, Elastophene HP, Elastophene 180 Sanded, Sopralene 180 Sanded, Sopralene 180 Sanded 3.5mm, Sopralene 250 Sanded, Sopralene 350 Sanded, adhered in hot asphalt at 25 lbs/sq Base Layer: One layer Colvent TG, C llO , heat welded to primed lightweight concrete. *Requires heat welded ply or cap membrane. Ply Sheet: One or more layers of Sopralene Flam 180 *, Sopralene Flam 180 2.7 mm *, (Optional) Sopralene 180 SP 3.5 mm, Soprafix, Sopralene Flam 250 *, Sopralene 250 SP, Sopralene Flam 350* or Sopralene 350 SP, heat welded Or Sopralene 180 Sanded, Sopralene 180 Sanded 3.5 mm, Sopralene 180 PS *, Sopralene 250 Sanded, Sopralene 250 PS *, Sopralene 350 Sanded, Sopralene 350 PS *, adhered in hot asphalt at 25 lbs/sq to sand surfaced base membrane. *Requires heat welded cap membrane. Membrane: One layer ofSopralene Flam 180 GR, Okik -' 4 _ Sopralene Flam 180 FR+ GR, Sopralene 250 SP *, Sopralene Flam 250 GR, Sopralene Flam 250 FR GR, Sopralene Flam 250 FR+ GR, Sopralene 350 SP *, Sopralene Flam 350 GR, Sopralene Flam 350 FR GR, heat welded. *Requires approved Surfacing. Surfacing: Surfacing is Optional on granular surfaced field cap membranes. Surfacing is Required for smooth or sanded surfaced field cap membranes. Refer to Underwriters Laboratories or Intertek Testing Services listings for applicable fire classifications Apply any coating listed in Table 4 above, or any Miami -Dade approved coating system Maximum Design Pressure: -262.5 psf (See General Limitation #9.) same as others NOA No: 10- 0408.08 Expiration Date: 02/22/16 Approval Date: 02/24/11 Page 43 of 44 LIGHTWEIGHT INSULATING CONCRETE SYSTEM LIMITATIONS: 1. If mechanical attachment to the structural deck through the lightweight insulating concrete is proposed, a field withdrawal resistance testing shall be performed to determine equivalent or enhanced fastener patterns and density. All testing and fastening design shall be in compliance with Testing Application Standard TAS 105 and Roofing Application Standard RAS 117; calculations shall be signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant. 2. For steel deck application where specific deck construction is not referenced: The deck shall be a minimum 22 gage attached with 5/8" puddle welds with weld washers at every flute with maximum deck spans of 5 ft. o.c. 3. For systems where specific lightweight insulating concrete is not referenced, the minimum design mix shall be a minimum of 300 psi. 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 20-40 lbs.sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes 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 12 Ibs./sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F) value of 275 Ibf., 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 corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and /or flashing termination designs shall conform to Roofing Application Standard RAS 111 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 corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended comers and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B -72 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No: 10- 0408.08 Expiration Date: 02/22/16 Approval Date: 02/24/11 Page 44 of 44 LGST MANSARD BY CROWTHER 3 COURSE BY CROWTHER TERM. BAR BY CROWTHER HAT CHANNEL 16" O.C. BY CROWTHER 5" EPS INSULATION BETWEEN TRUSSES BY CROWTHER MB BASE SA VAPOR BARRIER BY CROWTHER METAL WALL PANEL BY CROWTHER PLYWOOD BY CROWTHER P & S UNDERLAYMENT BY CROWTHER CAP FLASHING BY CROWTHER CANT STRIP BY CROWTHER CAP SHEET BY CROWTHER BASE FLASHING BY CROWTHER BASE SHEET BY CROWTHER LIGHTWEIGHT CONCRETE BY CROWTHER INSULATION STAIR STEPPED TO PROVIDE SLOPE BY CROWTHER • SLOPE _. MANSARD WALL FLASHING DETAIL SCALE: NTS 24 GA. STD. KYNAR F i c NOT USED LGST MANSARD BY CROWTHER 7- 3 COURSE BY CROWTHER TERM. BAR BY CROWTHER HAT CHANNEL 16" O.C. BY CROWTHER 5" EPS INSULATION BETWEEN TRUSSES BY CROWTHER MB BASE SA VAPOR BARRIER BY CROWTHER i° C! it I01 / Al I` 10/ 1 1 METAL WALL PANEL BY CROWTHER PLYWOOD BY CROWTHER P & S UNDERLAYMENT BY CROWTHER CAP FLASHING BY CROWTHER CANT STRIP BY CROWTHER CAP SHEET BY CROWTHER BASE FLASHING BY CROWTHER BASE SHEET BY CROWTHER r I I / I 8.. ►��� ►�D� '"8 LIGHTWEIGHT CONCRETE BY CROWTHER STAIR SINSULATION TEPPED TO PROVIDE SLOPE BY CROWTHER DETAILS ��• *•• \_ - - - - - - �a- Q- ° • SLOPE ,/ O MANSARD WALL FLASHING DETAIL SCALE. NTS SCALE NTS I�DA[lE MIA M BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Celcore Incorpor to 3148 US HWY 70 Street Black Mountain, NC 28711 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (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 AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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 and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Lightweight Insulating Concrete 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 the 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 automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then 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 revises NOA No. 08- 0822.23 and consists of pages 1 through 8. The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 09-0928.06 Expiration Date: 10/19/13 Approval Date: 10/21/09 Page 1 of 8 ROOFING ASSEMBLY APPROVAL Category: Sub - Category: Materials: Maximum Design Pressure Roofing Lightweight Insulating Concrete Aggregate -262.5 psf. TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Product Celcore Foam Concentrate Dimensions Test Specifications various Celcore MF various Concentrate Celcore PVA various Curing Compound Product Description ASTM C 869 Foaming agents used in making preformed foam for use in lightweight cellular concrete. ASTM C 869 Foaming agents used in making preformed foam for use in lightweight cellular concrete. Emulsion curing agent TRADE NAMES OF PRODUCTS MANUFACTURED BY OTHERS: Test Product Product Dimensions Specifications Description Expanded Poly styrene Min. 1" x 2' x 4' ASTM C 578 Expanded polystyrene 1.0 pcf density with a minimum of 8 21/4" holes (3.7% of surface area) to provide monolithic bonding of topping to board slurry. various ASTM C 150 Portland Cement Felt 1.75" Standard TAS 114 Steel base sheet fastener C-R for light weight concrete with integral plate 1.7" Standard TAS 114 Steel base sheet fastener for light weight concrete with 2.7" integral plate 1.75" Standard TAS 114 Steel base sheet fastener for light weight concrete with integral plate 1.7" Standard TAS 114 Steel base sheet fastener for light weight concrete with integral plate 1.7" Standard TAS 114 Steel sheet fastener for lightweight concrete with 3" steel plate. Portland Cement C -R Base Fastener and Base Sheet Disc FM -90 Base Ply Fastener GAF GAFTITE ITW Buildex Tri-Fix Manufacturer Generic (with current NOA) generic Olympic Mfg. Group ES Products Inc. GAF Materials Corp. ITW Buildex Soprema NOA No.: 09- 0928.06 Expiration Date: 10/19/13 Approval Date: 10/21/09 Page 2 of 8 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Underwriters Laboratories, Inc. R11599(N) UL 790 05/16/86 Factory Mutual Research J.I.0M2A6.AM 4454 03/10/86 Corporation J.I. OP3A6.AM 03/15/89 J.I.2P3A9.AM 03/07/89 J.I. 1Z5A6AM 4454 10/25/96 J.I.2B8A4AM 4454 07/02/97 J.I.3002416 4454 05/06/99 Certified Testing Laboratories CTLA 105R -C TAS 114J/ FM 4454 09/24/08 Deck Type 2I: Steel / Concrete Deck Description: 18 -22 ga. steel 26 ga. Steel 2500 -psi structural concrete or concrete plank System A: Cellular Cast Density Range: Minimum 36 PCF Dry Density Range: Minimum 26 PCF 28 Day Compressive Strength Range: 175 - 350 psi Components: Minimum Characteristic Resistance Force with Approved Fasteners: Portland Cement ASTM C 150 Foaming Agent ASTM C 869: Water (max chloride level 250 PPm): Wet densities and dry densities using the following range of proportioned ingredients: 2-4 Days:46 lbf 15 Days:77 lbf 21 Days:112 lbf 28 Days:141 lbf 7- 941b. sacks; see table below (40:1 Water /Concentrate) 3.5 lbs/ft3 preformed foam 5 galJsack Table 1 PSI ' : e Wet Density Ran e Dry Density i e Foam Cement ' . e Mixing Water Ran a Min. Thickness 160 -249 30-40 pcf 22 -34.5 pcf 19.70 - 17.70 /vd) 3 663-730 lbs 267 -350 lbs 2" 250 -350 36 -50 pcf 30-40 pcf 17.70 -15.60 ( /,,d) 3 730 -870 lbs 350 -432 lbs 2" NOA No.: 09-0928.06 Expiration Date: 10/19/13 Approval Date: 10/21/09 Page 3 of 8 Application: Materials shall be mixed in a horizontal paddle drum mixer and pumped to the roof at the indicated density, and in compliance with manufacturer specifications. Cast densities shall be checked and recorded as it comes out of the hose, at a minimum interval of one- hour. Alternately, the slurry coat and insulation panels shall be allowed to cure for 24 hours prior to the application of the topcoat. For steel deck applications the slurry coat and insulation boards shall be left undisturbed to cure for a minimum of 24 hours before the application of the topcoat. See Maximum Design Pressure listing herein. Polystyrene Insulation Minimum 1.0 pcf Density: Minimum Dimensions: Holes and slots for keying. 1 "x2'x4' 8 - 21/4" holes per 2' x 4' board (3.7% of surface area) minimum required to provide monolithic bonding of topping board to slurry. (with current NOA). • Rigid insulation panels shall be placed in a minimum 1/8" slurry-coat of insulating concrete, while the material is still in a plastic state. (With current NOA) Insulation panels and slurry coat shall be left to cure overnight before the installation of the topcoat. The following day a 2" minimum topcoat shall be poured, and screeded to a smooth finish surface free of ridges and at the proper thickness and slope prior to the installation of the roofing membrane. After setting of the topcoat to support foot traffic, Celcore PVA compound shall be applied at a minimum rate of 300 ft2 per gallon (72m2/1). SUBSTRATE REQUIREMENTS: Note: Refer to Maximum Design Pressures Section of this Notice of Acceptance for specific substrate or substrate treatment requirements. New Construction: Concrete: Steel Deck: Structurally designed in compliance with applicable Building Code. Minimum 22 gage galvanized G -90 attached to supports in compliance with applicable Building Code. (See Table 2 herein for maximum design pressures and attachments) Existing Construction: Concrete: Broom cleaned and free of any materials or covering that may impede bonding. Substrate shall be in compliance with applicable Building Code. Gravel Surfaced BUR: Loose gravel shall be removed, and adhesion of existing roof system shall be tested in compliance with TAS 124 to meet the design pressure requirements determined in compliance with applicable Building Code. NOA No.: 09-0928.06 Expiration Date: 10/19/13 Approval Date: 10t21/09 Page 4 of 8 Smooth Surface BUR: Granule Surface Cap: adhesion of existing roof system shall be tested in compliance with TAS 124 to meet the design pressure requirements determined in compliance with applicable Building Code. adhesion of existing roof system shall be tested in compliance with TAS 124 to meet the design pressure requirements determined in compliance with applicable Building Code. Table 2: Maximum Design Pressures Applications NEW CONSTRUCTION Substrate Substrate Treatment Min. Compressive Strength Apache Holey Board Maximum Design Pressure 18 -22 ga. vented steel Steel deck shall be secured to '4" thick structural supports spaced a maximum of 4 ft on centers with ITW Buildex Traxx/5 at the bottom of each rib (6" o /c.) 200 psi min. 1" thick min. 1.0 pcf -90 psf 18 -22 ga. vented steel Steel deck shall be secured to Vs" thick structural supports spaced a maximum of 5 ft on centers with ITW Buildex Traxx/5 at the bottom of each rib (6" o/c.) 200 psi min. 1" thick min. 1.0 pcf -82.5 psf 18 -22 ga. vented steel Steel deck shall be secured to structural supports spaced a maximum of 5 ft on centers with Y2 puddle welds and washers. 200 psi min. 1" thick min. 1.0 pcf -75 psf 18 -22 ga. vented steel Steel deck shall be secured to 1 / +" thick structural supports spaced a maximum of 6 ft on centers with ITW Buildex Traxx/5 at the bottom of each rib (6" o /c.) 200 psi min. 1" thick min. 1.0 pcf -60 psf concrete none 200 psi min. 1" thick min. 1.0 pcf -262.5 psf NOA No.: 09- 0928.06 Expiration Date: 10/19/13 Approval Date: 10/21/09 Page 5 of 8 NEW CONSTRUCTION Substrate Substrate Treatment Min. Compressive Strength Apache Holey Board Maximum Design Pressure 18 -22 ga. vented steel Steel deck shall be secured to structural supports spaced a maximum of 5 ft on centers with %2 puddle welds and washers. 200 psi min. 1" thick min. 1.0 pcf -60psf 18 -22 ga. vented steel Steel deck shall be secured to structural supports spaced a maximum of 5 ft on centers with %2 puddle welds and washers. 300 psi min. 1" thick min. 1.0 pcf -75psf 26 ga. vented steel Steel deck chall be secured to supports spaced a maximum of 5 ft on centers with W' puddle welds and washers at every other corrugation. Deck side laps fastened with ITW Buildex Traxx/1 at midspan. 200 psi min. 1" thick min. 1.0 pcf -52.5 psf 18 -22 ga. vented steel Steel deck shall be secured to supports spaced a maximum of 6 ft on centers with'' Y2" puddle welds at every corrugation (6" o.c.). Deck side laps fastened with ITW Buildex Traxx/1 at midspan. 200 psi min. 1" thick min. 1.0 pcf -60 psf NOA No.: 09 -0928.06 Expiration Date: 10/19/13 Approval Date: 10t21/09 Page 6 of 8 RECOVER gravel surface BUR none 300 psi none -75 psf gravel surface BUR none 300 psi min. 1" thick min. 1.0 pcf -75 psf mineral surface cap sheet none 300 psi none -75 psf mineral surface cap sheet gravel surface BUR none none 300 psi 300 psi min. 1" thick min. 1.0 pcf none -75 psf -75 psf gravel surface BUR none 300 psi min. 1" thick min. 1.0 pcf -75 psf . ; mineral surface cap sheet none 300 psi none -135 psf mineral surface cap sheet none 300 psi min. 1" thick min. 1.0 pcf -135 psf smooth surface BUR none 300 psi none -262.5 psf smooth surface BUR none 300 psi min. 1" thick min. 1.0 pcf -262.5 psf smooth surface cap sheet none 300 psi none -262.5 psf smooth surface cap sheet none 300 psi min. 1" thick min. 1.0 pcf -262.5 psf NOA No.: 09 -0928.06 Expiration Date: 10/19/13 Approval Date: 10/21/09 Page 7 of 8 GENERAL LIMITATIONS: 1. Any excess water on the lightweight concrete shall be removed prior to roof installation. 2. Applicator shall maintain a job log and make it available to the Building Official upon request. The job log shall contain cast densities recordings taken at a minimum interval of one -hour. 3. a. Cast densities shall be measured with calibrated scale accurate from 1 to 50 lbs. The scale shall display weight in increments of /. lb. and be accurately calibrated to 1/16 Ib. b. The measuring bucket shall be of 5 quarts or larger 4. Lightweight insulating concrete installation shall demonstrate its suitability to perform as a satisfactory substrate during "walkability inspection ". If the deck or a portion of the deck is determined to be out of compliance, the Building Official may call for further testing (if applicable for the roof system) to confirm fastener spacing or provide data for the roof system manufacturer to calculate a new fastener pattern. Fastener testing (if applicable for the roof system) shall be required. Any areas where fasteners will not hold a minimum 40 lbf after.5 days of cure shall be removed and recast. 5. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value as calculated in conjunction with the maximum design value listed within specific roof membrane manufacturer's NOA. 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. If continued noncompliance is observed and the roof deck and associated roof system cannot be corrected based on additional testing and attachment calculations, the Building Official may call for the removal of all or portions of the deck. 6. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant shall be provided to the Building Official for his/her review. 7. Roofing contractor shall consult with roofing assembly manufacturer for compatibility with all surface coatings or treatments listed in this NOA. 8. Direct - adhered single ply systems shall be installed in strict compliance with membrane manufacturer's specifications and roof assembly manufacturer NOA. All coatings or surface preparation materials applied to the lightweight insulating concrete shall be listed as an approved interface material with the roof assembly manufacturer. 9. Maximum Design Pressures noted in this NOA shall be used in conjunction with the maximum design pressures listed in the roof assembly manufacturer's NOA. 10. A minimum 1/8 inch slurry coat shall be applied over substrate with insulation boards immediately adhered into the slurry coat. Slurry coat and insulation boards shall be left undisturbed to cure overnight before the application of the topcoat. 11. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B -72 of the Florida Administrative Code. END OF THIS ACCEPTANCE 1.4..E rr0';EJ NOA No.: 09-092&06 Expiration Date: 10/19/13 Approval Date: 10/21/09 Page 8 of 8 MIAMIOA BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Po . s USA Inc . 150 Lyon Drive NV 89408 MIAMI DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). his NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (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 AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Mianu -Dade County Product Control Division 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 and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polystick MTS, IR Xe, TU, TIT Plus and TU P 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 the 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 automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then 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 revises NOA No. 08-0929.03 and consists of pages 1 through 6. The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 09- 0806.07 Expiration Date: 09/13/11 Approval Date: 03/31/10 Page 1 of 6 ROOFING COMPONENT APPROVAL Category: Roofing Sub- Category: Underlayment Material: SBS , APP Self - Adhering Modified Bitumen PRODUCTS DESCRIPTION: Test Product Product Dimensions Specification Description Polystick MTS Roll: TAS 103 A homogeneous, rubberized asphalt underlayment 65'8" x 3'3-3/2" waterproofing membrane, glass fiber 60 mils thick reinforced with polyolefinic film on the upper Manufacturing surface for use as an underlayment for metal Location #2 roofing, roof tile, slate tiles and shingle underlayment. Polystick IR -Xe Roll: TAS 103 and A fine granular /sand top surface self - underlayment 65'8" x 3'33/8" ASTM D 1970 adhering, APP polymer modified, fiberglass 80 mils thick reinforced, bituminous sheet material for use as an underlayment in sloped roof assemblies. Manufacturing Designed as an ice & rain shield and as a flat Location #1 & #2 roof file underlayment. Polystick TU Roll: TAS 103 and A heavy granuled surface self adhering, APP underlayment 32'10" x 3'3-3/8" ASTM D 1970 polymer modified, fiberglass or polyester 100 mils thick reinforced, bituminous sheet material for use Manufacturing as an underlayment in sloped roof assemblies. Location #1 & #2 Designed as a a roof tile underlayment. Polystick TU Plus Roll: TAS 103 and A non - wicking fabric surfaced, self- adhering, underlayment 65'8" x 3'33/8" ASTM D 1970 APP polymer modified, fiberglass reinforced (Facer of Membrane 80 mils thick with a high strength polyester fabric, Labeled in Orange bituminous sheet material for use an an or Black Ink) underlayment in sloped roof assemblies. Manufacturing Designed as a metal roofing and roof file Location #1 & #2 underlayment. Polystick TU P Roll: TAS 103 and A rubberized asphalt waterproofing underlayment 32' 10" x 3'3 -3/8" ASTM D 1970 membrane, glass -fiber /polyester reinforced, Manufacturing 130 mils thick with a granular surface designed for use as a Location #2 tile roof underlayment. MANUFACTURING PLANTS: 1. 555 Oakridge Road, Hazelton, PA 2. 621 Sniveley Avenue, Winter Haven, FL NOA No.: 09 -0806.07 Expiration Date: 09/13/11 Approval Date: 03/31/10 Page 2 of 6 EVIDENCE SUBMITTED: Test Agencv Exterior Research & Design, LLC Trinity I ERD PRI Asphalt Technologies Momentum Technologies, Inc. Test Identifier #11756.04.01 -1 #11756.08.01 -1 #02202.08.05 #P5110.08.07 P10870.09.08 -R1 P10870.04.09 PRI01111 PUSA -005 -02 -01 PUSA- 018 -02 -01 PUSA -035 -02 -01 PUSA- 033 -02 -01 PUSA -055 -02 -02 PUSA -083 -02 -01 PUSA -089 -02 -01 JX20H7A RX14E8A DX23D8B DX23D8A Test Name/Report TAS 103 ASTM D 1970 TAS 103 TAS 103 TAS 103 TAS 103 /ASTM D4798 & G155 ASTM D 4977 ASTM D 4977 ASTM D 2523 TAS 103 ASTM D 1970 TAS 103 TAS 103 TAS 103 /ASTM D4798 & G155 TAS 103 /ASTM D4798 & G155 TAS 103 /ASTM D4798 & G155 TAS 103 /ASTM D4798 & G155 TAS 103 /ASTM D4798 & G155 Date 04/27/01 08/14/01 08/29/05 08/29/07 12/04/08 04/13/09 04/08/02 01/31/02 07/14/03 09/29/06 01/12/06 12/10/07 06/30/08 07/06/09 04 /01/08 11/09/09 02/18/10 02/18/10 INSTALLATION PROCEDURES: Deck Type 1: Wood, non - insulated Base Sheet: One or more plies of ASTM D 226 Type 11 or ASTM D 2626. Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4" head lap. (for base sheet only) Membrane: Polystick membranes self - adhered. Surfacing: None 1. All nails in the deck shall be carefully checked for protruding heads. Re- fasten any loose decking panels, and sweep the deck thoroughly to remove any dust and debris prior to application. 2. Place the underlayment over metal drip edge in accordance with RAS 111. 3. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release film as the membrane is applied. . All side laps shall be a minimum of 3-V2" and end laps shall be a minimum of 6." Roll the membrane into place after removing the release strip. Vertical strapping of the roof with Polystick is acceptable. Membrane shall be back nailed in accordance with applicable building code. 4. When applying the membrane in the valley, start at the low point and work to the high point, rolling the membrane from the center outward in both directions. 5. For ridge applications, center the membrane and roll from the center outward in both directions. 6. Roll or broom the entire membrane surface so as to have full contact with the surface, giving special attention to lap areas. 7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance. 8. All protrusions or drains shall be initially taped with a 6" piece of underlayment. The flashing tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Polystick shall be applied over the underlayment. NOA No.: 09- 0806.07 Expiration Date: 09/13/11 Approval Date: 03/31/10 Page 3 of 6 GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. Polystick MTS and TU Plus may be used in asphaltic shingles, wood shakes and shingles, non - structural metal roofing, roof file systems and quarry slate roof assemblies. IR-Xe, TU, and TU P may be used in all the previous assemblies listed except metal roofing. 3. Deck requirements shall be in compliance with applicable building code. 4. Polystick membranes shall be applied to a smooth, clean and dry surface. The deck shall be free of irregularities. 5. Polystick membranes shall not be adhered directly over a pre - existing roof membrane as a recover system. 6. The following membranes manufactured in Winter Haven, FL Plant; Polystick MTS, IR-Xe, TU, TU P and TU Plus shall not be left exposed as a temporary roof for longer than 180 days after application. Polystick TU Plus manufactured in Hazelton, PA Plant shall not be left exposed as a temporary roof for longer than 180 days after application. Polystick IR-Xe and TU manufactured in Hazelton, PA Plant shall not be left exposed as a temporary roof for longer than 30 days after application. Polyglass reserves the right to revise or alter product exposure times; not to exceed the preceeding maximum time limitations. 7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B-72 of the Florida Administrative Code. 8. In roof tile application, data for the attachment resistance of roof tiles shall be as set forth in the roof tile manufacturer's Notice of Acceptance. Polystick TU and TU Plus may be used in both adhesive set and mechanically fastened roof tile applications. Polystick IR-Xe is limited to mechanically fastened roof tile applications. Polystick MTS is limited to mechanically fastened with battens roof tile applications. Polystick TU P may be used in both adhesive set and mechanically fastened roof tile applications with the exception of mortar set tile applications. 9. The maximum roof slope for use as roof tile underlayment for (direct -to -deck) tile assemblies shall be as follows: (See Table Below) Tile Profile Polystick MTS Polystick IR-Xe Polystick TU, TII Plus TU P Flat Tile Prohibited without battens 5:12 No limitation Profiled Tile Prohibited without battens Prohibited No limitation The above slope limitations can be exceeded only by using battens and counter battens in accordance with the Approved Tile System Notice of Acceptance and applicable Florida Building Code requirements. Polystick MTS shall not be used in direct -to -deck applications. Battens are required for both loading and installation of tiles at all times. 10. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of tile directly on the underlayment. Refer to Polyglass' Tile loading detail below for loading procedure for all underlayments except Polystick MTS which shall be loaded onto battens. Roofing Tiles (6 Max. Per Stack) 12 NOA No.: 09- 0806.07 Expiration Date: 09/13/11 Approval Date: 03/31/10 Page 4 of 6 GENERAL LIMITATIONS: (CONTINUED) 11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. Polystick MTS, IR Xe, TU, TU Plus and TU P may be used with any approved roof covering Notice of Acceptance listing Polystick MTS, 1R-Xe, TU, TU Plus and TU P as a component part of an assembly in the Notice of Acceptance. If Polystick MTS, IR -Xe, TU, TU Plus and TU P is not Listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. LABELING: 1. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city and state of manufacturing facility and the following statement "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. a'FF3E BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this materials. POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICK MEMBRANES: 1. Polyglass does accept the direct application of Polystick underlayment membranes to wood decks. Installers are cautioned to refer to applicable local building codes prior to direct deck installation to ensure this is acceptable. Please also refer to applicable Product Data Sheets of the corresponding products. 2. All rolls, with the exception of Polystick TU Plus should be back - nailed in selvage edge seam as per Polyglass Back Nailing Guide. Nails shall be, 11 gauge ring shank type, applied with a minimum 1" metal disk as required in Dade County or simplex type nail as otherwise allowable in other regions, at a minimum rate of 12" o.c. Polystick TU Plus should be back nailed in designated area marked "nail area, area para clavar" on the face of membrane, with the above stated nails and/or disks. The head lap membrane is to cover the area being back-nailed. (Please refer to applicable local building codes prior to installation.) 3. All seal lap seams (selvage laps) must be rolled with a hand roller to ensure full contact. 4. All fabric over fabric; and granule over granule end laps, shall have a 6" wide, uniform layer of Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, Polyglass PG500 MB Flashing Cement, Mule -Hide 241 Premium Modified Flashing Cement, Mule -Hide 251 Premium Wet/Dry Elastomeric Flashing Cement, or Mule -Hide 421 Mod Bit Flashing Adhesive Trowel Grade mastic, applied in between the application of the lap. The use of mastic between the laps does not apply to Polystick MTS. NOA No.: 09- 0806.07 Expiration Date: 09 /13/11 Approval Date: 03/31/10 Page 5 of 6 5. A maximum of 6 tiles per stack are allowed when loading tile on the underlayments. Refer to the Polyglass Tile Loading Guidelines. See General Limitations #9 and #10. 6. Battens and/or Counter - battens, as required by the tile manufacturers NOA's, must be used on all projects for pitch/slopes of T/12" or greater. It is suggested that on pitch/slopes in excess of 6 1/4"112 ", precautions should be taken, such as the use of battens to prevent tile sliding during the loading process. 7. Minimum cure time after membrane installation & before loading of roofing tiles is Forty-Eight (48) Hours. 8. Polystick membranes may not be used in any exposed application such as crickets, exposed valleys, or exposed roof to wall details. 9. Repair of Polystick membranes is to be accomplished by applying Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, Polyglass PG500 MB Flashing Cement, Mule -Hide 241 Premium Modified Flashing Cement, Mule -Hide 251 Premium Wet/Dry Elastomeric Flashing Cement, or Mule -Hide 421 Mod Bit Flashing Adhesive Trowel Grade mastic to the area in need of repair, followed by a patch of the Polystick material of like kind should be set and hand rolled in place over the area needing such repair. Patching membrane shall be a minimum of 6 inches in either direction. The repair should be installed in such a way so that water will run parallel to or over the top of all laps of the patch. 10. All self- adhered membranes must be rolled to ensure full contact with approved substrates. Polyglass requires a minimum of 40 lbs for a weighted roller for the rolling of the field membrane. Hand rollers are acceptable for rolling of patches or small areas of the roof. Brooming may be used where slope prohibits rolling. 11. All approved substrates should be dry, clean and properly prepared, before any application of Polystick membranes commences. An approved substrate technical bulletin can be furnished upon request. It is recommended to refer to applicable building codes prior to installation to verify acceptable substrates. 12. The Polyglass Miami -Dade Notice of Acceptance (NOA) approval for Polystick membranes and PolyProtector UDL can be furnished upon request by our Technical Services Department by calling 1 (800) 894 -4563. 13. Polyglass offers a 10 year Limited Material Warranty on all properly installed Polystick self - adhered underlayments. Warranty must be requested and registered by Polyglass to be in force. 14. Questions in regards to the application of Polyglass products should be directed to our Technical Services Department at 1 (800) 894-4563. 15. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined by the National Roofing Contractors Association (NRCA). PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQIT][REMENTS AND RECOMMENDATIONS. END OF THIS ACCEPTANCE NOA No.: 09 -0806.07 Expiration Date: 09/13/11 Approval Date: 03/31/10 Page 6 of 6 MIAME[]1! BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Monlerthettle, LLC 200 Story Road Lake Wales, FL 33853 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375-2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (In Miami Dade County) and/or the AHJ (in areas other than Miarni 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 AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Division 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 and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Saxony 900 (Shake, Slate & Split Shake) Concrete Roof Tile 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 the 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 automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then 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 consists of pages 1 through 7. The submitted documentation was reviewed by Jorge L. Acebo. 6,9 NOA No.: 07- 0228.03 Expiration Date: 04/26/12 Approval Date: 04/26/07 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub - Category: Flat Profile Roofing Tiles Material: Concrete SCOPE: This new NOA approves a system using MonierLifetile Saxony 900 (Shake, & Split Shake) Concrete Roof Tile, as manufactured MonierLifetile LLC and describe • this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in the installation section herein. The attachment calculations shall be done as a moment based system. PRODUCT DESCRIPTION Manufactured by Applicant MonierLifetile LLC Saxony 900 Trim Pieces Dimensions 1 =17" w= 13" 1- 5/32" thick Slate 1- 9/32" thick Shake & Split Shake 1= varies w = varies varying thickness SUBMITTED EVIDENCE: Test Agency Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Test Specifications TAS 112 TAS 112 Test Identifier 7161 -03 Appendix III 94-084 94 -060A 25- 7183 -6 25- 7183 -5 Product Description High profile, interlocking, one-piece, 'S' shaped, high- pressure extruded concrete roof the equipped with three nail holes. For direct deck or battened nail -on, mortar set or adhesive set applications. Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Test Name/Report Date Static Uplift Testing Dec.. 1991 PA 102 & PA 102(A) Static Uplift Testing May 1994 PA 101 (Mortar Set) Static Uplift Testing PA 101 (Adhesive Set) Static Uplift Testing Feb. 1995 PA 102 (2 Quik -Drive Screws, Direct Deck) Static Uplift Testing Feb. 1995 PA 102 (2 Quik Drive Screws, Battens) March, 1994 NOA No.: 07- 0228.03 Expiration Date: 04/26/12 Approval Date: 04/26/07 Page 2 of 7 Test Agency The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. Atlanta Testing & Engineering, Inc. Celotex Corporation Testing Service Celotex Corporation Testing Service Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Nutting Engineers Test •Identifier 25- 7214 -1 25- 7214 -5 7161 -03 Appendix II Letter Dated Aug. 1, 1994 P0631 -01 P0402 Project No. 307025 Test #MDC -77 RI.894 R2.894 R3.894 520109 -1 520111 -4 520191 -1 Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Calculations Evaluation Calculations 130 Test Name/Report Static Uplift Testing PA 102 (1 Quik -Drive Screw, Direct Deck) Static Uplift Testing PA 102 (1 Quik -Drive Screw, Battens) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails Wind Driven Rain PA 100 Physical Properties PA 112 Static Uplift Testing PA 101 Static Uplift Testing PA 101 25 -7094 25 -7496 25 -7584 25- 7804b -8 25- 7804 -4 & 5 25- 7848 -6 25 -7183 Aerodynamic Multipliers Two Patty Adhesive Set System Restoring Moments Due to Gravity TAS 112 Date March, 1995 March, 1995 Dec. 1991 Aug. 1994 July 1994 Sept. 1993 Oct. 1994 Aug. 1994 Dec. 1998 March 1999 February 1996 April 1996 December 1996 March 1995 January 2007 April 1999 February 2007 January 2007 NOA No.: 07- 0228.03 Expiration Date: 04/26/12 Approval Date: 04 /26/07 Page 3 of 7 LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 3. Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 4. Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 5. 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 6. This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. INSTALLATION: 1. MonierLifetile Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 2. Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight -W (Ibf) Length -I (ft) Width -w (ft) MonierLifetile Saxony 900 Slate, Shake & Split Shake 11.5 1.417 1.08 Table 3: Restoring Moments due to Gravity - Ma (ft -lbf) Table 2: Aerodynamic Multipliers - X(ft3) 2 ":12" Tile 4 ":12" X (ft3) 6 ":12" X (ft3) Profile Battens Batten Application Direct Deck Application MonierLifetile Saxony 900 Battens . 0.289 0.313 Slate, Shake & Split Shake Battens - Direct Deck Battens Direct Deck Table 3: Restoring Moments due to Gravity - Ma (ft -lbf) Tile Profile 2 ":12" 3 " :12" 4 ":12" 5 ":12" 6 ":12" 7 ":12" or greater Saxony 900 Slate, Shake & Split Shake Battens Direct Deck Battens Direct Deck Battens . Direct Deck Battens Direct Deck Battens - Direct Deck Battens Direct Deck 7.16 8.12 7.08 8.03 6.97 7.91 6.82 7.74 6.65 7.55 6.46 7.34 NOA No.: 07 -0228.03 Expiration Date: 04/26/12 Approval Date: 04/26/07 Page 4 of 7 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft -Ibf) for Nall-On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Saxony 900 Slate, Shake & Split Shake 2 -10d Ring Shank Nails 30.9 38.1 17.2 1 -10d Smooth or Screw Shank Nail 7.3 9.8 4.9 2 -10d Smooth or Screw Shank Nails 14.0 18.8 7.4 1 .#8 Screw 304 30.8 18.2 2 .#8 Screws C51.7) 51.7 24.4 1 -10d Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 24.2 1 -10d Smooth or Screw Shank Nail (Eave Clip) 19.0 19.0 22.1 . 2 -10d Smooth or Screw Shank Nails (Field Clip) 35.5 35.5 34.8 2 -10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 32.2 Table 5: Attachment Resistance Expressed as a Moment Mr (ft -Ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance MonierLifetile Saxony 900 Slate, Shake & Split Shake Adhesive 31.31 1 See manufactures component approval for installation requirements. 2 Dow Chemical TileSond Average weight per patty 13.9 grams. Polyfoam Product, Inc. Average weight per patty 8grams. Table 5A: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance MonierLifetile Saxony 900 Slate, Shake & Split Shake Polyfoam PolyProTM 118.96 Polyfoam PolyProTM 40.44 3 Large paddy placement of 45 grams of PolyProN. 4 Medium paddy placement of 24 grams of PolyProTM. Table 5B: Attachment Resistance Expressed as a Moment - Mf(ft -Ibf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance MonierUfeiile Saxony 900 Slate, Shake & Split Shake Mortar Set' 43.9' 5. Tile -rite Roof Tile Mortar NOA No.: 07- 0228.03 Expiration Date: 04/26/12 Approval Date: 04/26/07 Page 5 of 7 LABELING: All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved'. MONIERLIFETILE LLC, SAXONY 900 TILE (LAKE WALES FL PLANT 2) LOCATED UNDERNEATH TILE BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NAIL HOLES PROFILE DRAWING 1 5/32 ° (slate) 1 9/32 ° (shake) 17 OVERLAY WATERLOCK 13" MONIERLIFETILE SAXONY 900 CONCRETE ROOF TILE (SLATE MODEL) NOA No.: 07- 0228.03 Expiration Date: 04/26/12 Approval Date: 04 /26/07 Page 6 of 7 MONIERLIFETILE SAXONY 900 CONCRETE ROOF TILE (SPLIT SHAKE MODEL) MONIERLIFETILE SAXONY 900 CONCRETE ROOF TILE (SHAKE MODEL) END OF THIS ACCEPTANCE NOA No.: 07- 0228.03 Expiration Date: 04/26/12 Approval Date: 04/26/07 Page 7 of 7 Immediate TX Result Report ( Oct, 1$. 2011 11:311l) * * 1) crowther roofing 2) Date Time Destination r File Mode TXtime Page Result User Name No. Oct. 18. 1 1 : 28AM # : Batch M : Memory S . Standard . Reduction O RX Notice Rea. 01: Folder 1 800 685 7530 G3TES) 2 "47' P. 7 OK 1008 C . Confidential L : Send later D . Detail H . Stored /D. Server A . RX Notice $ . Transfer A . Forwarding F : Fine LAN —Fax ®: Mail P : SEP Code E : ECM U . Super Fine t Delivery < ->: IP—FAX BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL D1VLSION MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -290I FAX (305) 372 -6339 NOTICE OF ACCEPTANCE (NOA} www.miamidade.gov/buildingcoae Berridge lkiannira Cep 6515 Fratt Road San Antonio, TX 78218 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (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 AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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. DESCRIPTION: PW -12 Steel Wall Panel System APPROVAL DOCUMENT: Engineering Report No. 09 -191, titled `Berridge FW -12 Steel Wall & Soffit Panels ", sheets 1 through 9 of 9, dated 02/09/10, prepared by C -Buck Engineering, signed and sealed by James L. Buckner, P.E., bearing the Miami -Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each panel shall bear one of the following permanent labels: Berridge Manufacturing Co. Berridge Manufacturing Co. Berridge Manufacturing Co. 1720 Maury Street 6515 Fratt Road 2201 RudeloffRoad Houston, TX 77026 San Antonio, TX 78218 Seguin, TX 78155 and the statement: "Miami -Dade County Product Control Approved ". 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 the 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 automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then 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 shalt be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No. 09- 1028.05 Expiration Date: March 24, 2015 Approval Date: March 24, 2010 Page 1 Berridge Manufacturing Company NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Engineering Report No. 09 -191, titled "Berridge FW -12 Steel Wall & Soffit Panels ", sheets 1 through 9 of 9, dated 02/09/10, prepared by C -Buck Engineering, signed and sealed by James L. Buckner, P.E. B. TESTS 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 4) Tensile Test per ASTM E8 -04 along with marked -up drawings and installation diagram of three FW -12 Steel Siding/Soffit Panels, prepared by Architectural Testing, Inc., Test Report No. 78918.03 - 801 -18, dated 08/20/09, signed and sealed by Joseph A. Reed, P.E. C. CALCULATIONS 1. Fastener evaluation calculations, prepared by C -Buck Engineering, dated 10/22/09, signed and sealed by James L. Buckner, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance issued by C -Buck Engineering, dated 10/20/09, signed and sealed by James L. Buckner, P.E. 2. Statement letter of no financial interest issued by C -Buck Engineering, dated 10/23/09, signed and sealed by James L. Buckner, P.E. E -1 Carlos M. Utrera, P.E. Product Control Examiner NOA No. 09- 1028.05 Expiration Date: March 24, 2015 Approval Date: March 24, 2010 Engineering Report & Drawings of Berridge Manufacturing Company "FW-12" Wall & Soffit Panel Assembly for Miami -Dade Notice of Acceptance (N.O.A.) Category: Panels Sub - Category: Wall Product: "FW -12" Structural Steel Wall P`A*l Material: Steel Panel Thickness: 24 gauge Prepared by: James L. Buckner, P.E. Florida Professional Engineer # 31242 Project Manager: Diana Galloway Report No.: 09- 191 -FW12- ENGREPORT Date: 2/09/10 Contents: Cover Page Page 1 Product Details Page 2 Performance/Installation Page 3 Limitations /Reference Data Page 4 Product Components Page 5 Product Drawings & Details Page 6-9 Aarenved as oanpiyins with sta PI ',- Code Date 44171.4 i () 240Mi 117/p,; GAS Carrirol AMES L. BUCKNER, P.E. FLORI AP. #31242' /6— /i.7 BERRIDGE "FW 12° STEEL WALL & SOFFIT PANEL ENGINEERING REPORT CBUCK Engineering MUCK, Inc. CDA 18064 13345. Killian Dr., Ste 4 W. Palm Beach, FL 33403 (561) 491 -9927 MANUFACTURER: Berridge Manufacturing Company 6515 Fratt Rd. San Antonio, TX 78218 DATE: 2/09/10 PAGE #: 1 OF 9 PROJECT ft: 09-191 DRAWN BY: DG REVISIONS: 1.0 Product 1.1 1.2 1.3 1.4 Manufacturer: Product Name: Category: Subcategory: 2.0 Evaluation Scope: 2.1 Evaluation Criteria: Berridge Manufacturing Company "FW -12" Structural Steel Wall & Soffit Panel Panels Wall 2.1.1 Florida Building Code (FBC) 2007 2.1.1.1 Code Section: High Velocity Hurricane Zone (HVHZ) 2.1.1.2 Miami -Dade Building Code Compliance Office (BCCO) Checklist #0250 2.2 Properties Evaluated: 2.2.1 Wind Resistance Properties 2.2.1.1 Uniform Static Air Pressure (Structural only. This panel system has not been tested for water & air infiltration.) 2.2.1.2 Cyclic Wind Pressure 2.2.1.3 Large Missile Impact 2.2.2 Material Properties 2.2.2.1 Tensile strength 2.3 Limits of Evaluation: This product Is limited to compliance with the criteria in section 2.1 and properties in section 2.2 of this report. 3.0 Evaluated Uses: "FW -12" Wall Panels are evacuated for use as exterior wall or soffit panels. 4.0 Product Description: 4.1 General: "FW -12" panels are structural steel wall panels with concealed fasteners, a flush seam appearance and an interlocking seam edge. Panels are installed vertically to horizontal steel supports with screws. 4.2 Product Dimensions: 4.2.1 Thickness: 4.2.2 Coverage Width: 4.2.3 Rib height: 4.2.4 Length: 24 gauge 110 ATOM 12 in. I>�$IaYni 1 -1/2 in. Die Roll formed, continuous up to 40 ft. AMES L. BUCKNER, P.E. FLORIDA P.E. #31242 Z� I cfra BERR1DGE "FW -12" STEEL WALL & SOFFIT PANEL ENGINEERING REPORT Engineering NCBUCK UCK, Inc. COA 89064 1334S. Killian Dr., Ste 4 W. Palm Beach, FL 33403 (561) 491 -9927 MANUFACTURER: Berridge Manufacturing Company 6515 Fratt Rd. San Antonio, 'TX 78218 DATE: 2/09/10 REVISIONS: 11,47; 5.0 Support: The Support assembly is designed byothers and shall have the following minimum Characteristics: 5.1 Type: Girts 5/ Material: Steel 5.3 Thickness: 16 Gauge min. 5.4 Yield Strength: 50 ksi 5.5 Girt Size: 2" min. flange bearing 6.0 Performance: 6.1 Wind Resistance: Design Pressure: Positive Negative Based on the following conditions: 6.1.1 Support: 6.1.1.1 6.1.1.2 6.1.1.3 6.1.1.4 6.1.1.5 6.1.1.6 6.1.1.7 6.1.1.8 + 110 psf - 110psf Type: Horizontal Girts Shape: Cee Dimensions: 4" x 2 -1/2" Material: Steel Thickness: 16 Ga. Yield Strength: 50 ksl Spacing: 24 in. o.c Span Condition: 4 or more 6.1.2 Attachment of "FW -12" panel per Section 7.0 6.2 Uniform Static Air Infiltration: .4-- Standard TAS 202 Results: Per Section 6.1 6.3 Cyclic Wind Loading: Standard: TAS 203 Results: Passed 6.4 Impact Rating: Large Missile Impact Standard: TAS 201 Results: Passed 7.0 Installation: install per the following: "FW -12" wall panel to supports: Two screws per Section 12.2.1, located at the vertical joints to the horizontal supports (every 24 in.) and at every panel end (every 12 in.) Fasteners shall penetrate the steel supports by 6 in. minimum. "FW -12" panel -to -panel stitching: One screw per Section 12.2.2, spaced 12 in. o.c. along panel seams (and within 3 in. from ends). See Drawings on pages 6 through 9 of this report. Refer to manufacturer's installation instructions as a supplemental guide for attachment. ApPIvedea AN +nit,ibis Date f 10 0 NOM ,..: /4014 i Mani I Jt ' ► ES L. BUCKNER, P.E. FLORID P.E. 31242 15— /0 BERRIDGE "FW -12" STEEL WALL & SOFFIT PANEL ENGINEERING REPORT CBUCK Engineering CBUIX, inc. COA 118064 1334 5. Killian Dr., Ste 4 W. Paint Beach, FL 33403 (561) 491 -9927 MANUFACTURER: Berridge Manufacturing Company 6515 Fratt Rd. San Antonio, TX 78218 DATE: 2/09/10 PAGE #: 3 OF 9 PROJECT #: 09 -191 DRAWN BY: DG REVISIONS: 8.0 Limitations of Use: 8.1 Performance data is based on minimum characteristics per Section 6.1.1. 8.2 Design of support system is outside the scope of this report. Support shall be structural framing members complying with the Miami -Dade (Florida High velocity zone) code and shall be designed by others. 8.3 Panel shall not be used as axial load bearing components and shall not be intended / designed to act as a diaphragm. 8.4 This evaluation is limited to the wall panel, wall panel fasteners and its attachment to the supports. The structural properties and design of all other items are outside the scope of this evaluation and should be submitted to the permitting jurisdiction for review and approval. 9.0 Code Compliance 9.1 Product meets the High Velocity Hurricane Zone (HVHZ) Requirements of the Florida Building Code (FBC) 2007 for the properties evaluated. 10.0 identification: 10.1 Each Panel shall bear a permanent one of the following permanent labels: Berridge Manufacturing Co. 1720 Maury Street Houston, TX 77026 Berridge Manufacturing Co. 6515 Fratt Road San Antonio, TX 78218 Berridge Manufacturing Co. 2201 Rudeloff Road Seguin, TX 78155 And the Statement: "Miami -Dade County Product Control Approved ". 11.0 Referenced Data Approved as emerlyinforidebe Elaeids ., Dee / 'F Pe o_ Oneroi sWumi Division $Y Test Report on: TAS 201 -94, Impact Test Procedures TAS 202 -94, Criteria for Testing Impact and Non- impact Resistant Building Envelope Components Using Uniform Static Air Pressure TAS 203 -94, Criteria for Testing Products Subject to Cyclic Wind Pressure Loading ASTM E8-08, Standard Test Methods for Tensile Testing of Metallic Materials For Model: "FW -12" By: Architectural Testing, inc., Southlake, TX Report No.: 78918 -03 - 801 -18, Dated: 8/20/09, Signed & Sealed 8/24/09 by Joseph A. Reed, P.E. MES L BUCKNER, P.E. FLORID F.E. *91242 0/I STc BERRIDGE "F/V-12" STEEL WALL & SOFFIT PANEL ENGINEERING REPORT 4\CBUCK mBU Engineering cK, inc. GOA 08064 1.334 5. Killian Dr., Ste 4 W. Palm Beach, FL 33403 (561) 491-9927 MANUFACTURER: Berridge Manufacturing Company 651S Fratt Rd. San Antonio, TX 78218 DATE: 2/09/10 PAGE #: 4 OF 9 PROJECT #: 09 -191 DRAWN BY: DG REVISIONS: 12.0 Product Components: 12.1 "FW -12 ": 12.1.1 Dimensions: Panel Gauge: Coverage Width: Rib height: Length: 24 gauge 12 in. 1 -1/2 in. Roll formed, continuous up to 40 ft. 12.1.2 Properties: 12.1.2.1 Material Steel 12.1.2.2 Yield Strength: 62 ksi 12.1.2.3 Thickness: 24 Gauge It = 0.023 "painted, as tested) 12.1.2.4 Corrosion Resistance /Standards: 12.1.2.4.1 Galvanized G90 per ASTM A924 12.1.2.4.2 Galvalume per ASTM A792 AZ 55 with Kynar 500 12.2 Fasteners: 12.2.1 Panel to Support Fasteners 12.2.1.1 Manufacturer: 12.2.1.2 Type: 12.2.1.3 Size: 12.2.1.4 Corrosion Resistance: 12.2.2 Panel -to -Panel Stitch Fasteners 12.2.2.1 Manufacturer: 12.2.2.2 Type: 12.2.2.3 Size: 12.2.2.4 Corrosion Resistance: Generic Self Drilling Sheet Metal Screw #12 x 3/4" Zinc Plated Generic Self Drilling Sheet Metal Screw #14 x 7/8" Zinc Plated Approved=.,_,,. wads Dote Vhf By AMES L BUCKNER, P:E. FLORIDA .E. /91242 -/£s BERRIDGE "FW -12" STEEL WALL & SOFFIT PANEL ENGINEERING REPORT 4CBUCK C Engineering MANUFACTURER: DATE: 2/09/10 UCK, Inc. Con #8064 1334 5. Killian Dr., Ste 4 W. Paint Beach, FL 33403 (561) 491 -9927 Berridge Manufacturing Company 6515 Fratt Rd. San Antonio, TX 78218 DRAWN BY: DG REVISIONS: BERRIDGE MANUFACTURING COMPANY "FW -12" DRAWINGS TYPICAL PANEL PROFILE MES L. BUCKNER, P.E. FLOilDf P.E. 31242 /5 /rte TYPICAL PANEL ASSEMBLY SECTION VIEW Two #12 x 3/4" Self-Drilling Screws Steel Support Appnwod as comply* with ki Plarkis Doi ' xdszAri; in" wag ► : , 'rte: co4:003 zfis BERRIDGE "FW -12" STEEL WALL & SOFFIT PANEL PROFILE & TYPICAL ASSEMBLY DETAILS J\CBUCK Engineering COA 4sos4 MUCK, inc. 1334 S. Milian Dr., Ste 4 W. Palm Beach, ft 33403 (5611491_9927 MANUFACTURER: Berridge Manufacturing Company 6515 Fratt Rd. San Antonio, TX 78218 DATE: 2/09/10 PAGE #: 6 OF 9 PROJECT #: 09 -191 DRAWN BY: DG REVISIONS: w. r BERRIDGE MANUFACTURING COMPANY Panel Lap Panel Lap "FW -12" DRAWINGS Panel Lap Support Screws TVI.0#12x3/4" 24 in. o.c. Supports 24 in. o.c. — "FW12" Wail Panel TYPICAL ELEVATION VIEW Stitch Screw #14x7!8" 12 in. o.c. 16 Gauge Steel Support Approved= empty* with the Dow Miami Dade OUTSIDE OF WALL ASSEMBLY SY MMES L BUCKNER, P.E. FLORID P.E. #31242 S lC BERRIDGE "FW -12" STEEL WALL & SOFFTT PANEL TYPICAL ELEVATION VIEW 4\CBUCK Engineering con H8064 MUCK, Inc. 1334 S. Killian Dr., Ste 4 W. Palm Beach, fL 33403 (561) 491 -9927 MANUFACTURER: Berridge Manufacturing Company 6515 Fratt Rd. San Antonio, TX 78218 DATE: 2/09/10 PAGE #: 7 OF 9 PROJECT Sr: 09 -191 DRAWN BY: DG REVISIONS: r BERRIDGE MANUFACTURING COMPANY "FW -12" DRAWINGS BERRIDGE FW -12 PANEL # 30 FELT UNDERLAYMENT FASTENER FRAMING MEMBERS ,(DESIGNED BY OTHERS) DRIP FLASHING; 4" END LAPS WITH CONTINUOUS CAULK AT LAPS HEAD "TYPICAL HEADER DETAIL TYPICAL SILL DETAIL BERRIDGE FW-1Z PANEL FRAMING MEMBERS (DESIGNED BYOTHERS) f 30 FELT UNDERLAYMENT FASTENERS; DESIGNED BY OTHERS CHANNEL CLOSURE; 4" END LAPS WJTH CONTINUOUS CAULK AT LAPS CONTINUOUS BEAD OF CAULK AND BACKER ROD JAMB TYPICALJAMB DETAIL NOTES: 1. SUPPLEMENTAL ATTACHMENT DETAILS DESIGNED BY OTHERS 2 REFER TO MANUFACTURER FOR FASTENER, CAULKING SPECIFICATIONS & SUPPLEMENTAL ATTA0IMENT DETAILS 1 E L BUCKNER, P :E. FLORIDA P.E. V31242 BERRIDGE °FW -12° STEEL WALL & SOFFIT PANEL (SUPPLEMENTAL DETAILS) TYPICAL INSIDE & OUTSIDE CORNER DETAILS CBUCK Engineering CBUCK, Inc. CAA 06E 1334 S. IQ4ian Dr., Ste 4 W. Palm Beach, Ft 33403 (561) 491 -9927 MANUFACTURER: Berridge Manufacturing Company 6515 Fratt Rd. San Antonio, TX 78218 DATE: 2/09/10 PAGE #: 8 OF 9 PROJECT #: 09-191 DRAWN BY: DG REVISIONS: BERRIDGE MANUFACTURING COMPANY "FW -12" DRAWINGS PURRING CHANNEL FASTENER BERRIDGE HR-le PANEL .FASTENER K71 SPECIAL TTH cOONIINuoua CAuucAT LAPS .SUB- FLASMNG 4• END LAPS WITH .CONTINUOUS CAULK AT LAPS SPECIAL CHANNEL; 4` END LAPS• YI,TrH OON nHuous CAULK AT LAPS BERRIDGE HR-16 PANEL 1] Approved "je_ s 9ing wills Ohs Florida NU Dote i -• ..: M fLa.�f iA Division : /� �b ltif TYPICAL INSIDE CORNER DETAIL SPECIAL MET CONTINUOUS SCAULKA LAPS FAS1B DESIGNED BYO-MRS BERRIDGE FW-12 PANEL FASTENER DESIGNED BY OTHERS FURRING CNA 1a. TYPICAL OUTSIDE CORNER DETAIL NOTES: 1. SUPPLEMENTAL ATTACHMENTDETAUS DESIGNED BY OTHERS Z REFER TO MANUFACTURER FOR FASTENER, CAULKING SPECIFICATIONS & SUPPLEMENTAL ATTACHMENT DETAILS ES L BUCKNER, P.E. FLOPJD P.£. # 1242 BERRIDGE "FW -12" STEEL WALL & SOFFIT PANEL (SUPPLEMENTAL DETAILS) TYPICAL INSIDE & OUTSIDE CORNER DETAILS CBUCK Engineering CBUCK, Inc. CoaYT3os4 1334S. Kffffan Dr., Ste 4 W. Palm Beach, FL 33403 (561) 491 -9927 MANUFACTURER: Berridge Manufacturing Company 6515 Fratt Rd, San Antonio, TX 78218 DATE: 2/09/10 PAGE #: 9 OF 9 PROJECT #: 09 -191 DRAWN BY: DG REVISIONS: