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RF-14-2619Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-231776 Permit Number: RF -12-14-2619 Scheduled Inspection Date: April 08, 2015 Permit Type: Roof Inspector: Rodriguez, Jorge Inspection Type: Final Roof Owner: , TROPICAL CHEVROLET Work Classification: Flat Job Address: 8880 BISCAYNE Boulevard Miami Shores, FL 33138 - Phone Number (305)754-7551 Parcel Number 1132060200700 Project: <NONE> Contractor: THERMA SEAL ROOFS SYSTEMS LLC Phone: (561)223-2096 junamg ueparitment comments RE- ROOFING FLAT: THE MAIN BLDG AND THE PARTS DEPARTMENT BLDG TROPICAL CHEVROLET Passed Failed Correction Needed Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. INSPECTOR COMMENTS False Inspector Comments CREATED AS REINSPECTION FOR INSP-231674. CREATED AS REINSPECTION FOR INSP-224254. April 07, 2015 For Inspections please call: (305)762-4949 Page 30 of 41 Building Department � �,U� 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 (� Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BI DINGpf ��es PERMIT APPLICATION ❑BUILDING ❑ ELECTRIC ❑ ROOFING DEC 01 2W 'V FrBCt 2010 Master Permit No�i` Ii '" (96 ) !• Sub Permit No. ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑ PLUMBING ❑ MECHANICAL ❑ PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 8880 Biscayne Boulevard City Miami Shores County: Miami Dade Zip: Folio/Parcel#:1132060200880 Is the Building Historically Designated: Yes NO xxxx Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): Tropical Cheverolet Inc Phone#: Address.. 8800 Biscayne Blvd City: Miami Shores State: Florida Zip: 33138 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: Therma Seal Roof Systems, LLC Phone#: 561-223-2096 Address. 804 Old Dixie Highway Suite 6 City: Lake Park State: Florida Zip: 33403 Qualifier Name: Dave Wikel Phone#: 561-223-2096 State Certification or Registration #: CCC1325862 Certificate of Competency #: DESIGNER: Architect/Engineer: um Phone#: Address: City: State: Zip: Value of Work for this Permit: $ ! Square/Linear Footage of Work: �✓�, 300 Type of Work: ❑ Addition ❑ Alteration i I ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: Re -Roof �VIC,, f\ Specify color of color thru tile: Submittal Fee $ i , Permit Fee $ ° CO CCF $ I `� CO/CC $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ (Revised02/24/2014) DBPR $ Notary $ Double Fee $ Bond $ -5 0 TOTAL FEE NOW DUE $ .__3 7� Bonding Company's Name (if applicable) Bonding Company's Address N/A City State _ Mortgage Lender's Name (if applicable) N/A Mortgage Lender's Address Zip City State Zi 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, 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. Ita the absence of such posted notice, the inspection will not beapproved and a reinspection fee will be charged. Iu Signature Z4 M. Signature OWNER or AGENT The foregoing instrument was acknowledged before me this 2-4 day of I'A )"r by =isrsonally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Print: Seal YANILIS ALEMAN My Comm. Expires Apr 13, 2015 The foregoing instrument was acknowledged before me this ,_ day of �0/' , 20 \Lt by � - SA , who is personally known to me or who has produced as identification and whonnth c % TONI SAPIENZA NOTARY PUBLIC: '' *, : Commission # FF 042521 Expires August 4, 2017 Bonded Tivu Troy Fele lmuM ce B0oa&7018 Sign Print: Seal: APPROVED BY l Ll- ` Plans Examiner Zoning Structural Review (Revisedo2/24/2014) Clerk 4�C i.$25s62 TR(�OII�CQ-:T"'CTO Ntrtiaiow iSE2T{FtE °xitla�i die Ali 31,�t6 ISSUED, 08/21/2014 0 A.NNr, M• GANNON OONSWU7'IONAL TAX 9OLLECTOlk ,serving Palm Beach Cotenty Serving you. AS REQUIRED P.O. Box 3353, West Palm Beach, FL 33402-3353 www.pbctaX.com Tel: (561) 355-2264 SEQ # L1408210001415 -LOCATED AT"' 804 OLD DIXIE I•••IWY STE 6 LAKE PARK, FL 33403 TYPE OF BUSINESS OWNER CERTIFICATION # RECEo4T #!DATE PAID AMT PAID BILL 23-0081 ROOFING CONTRACTOR I WIKEL DAVE LESLIE CCC1326M B14.1391a98 - 0SMAIR4 $27.80 molasm This document is valid only when recelpted by the Tax Collecta's Office. STATE OF FLORIDA PALM BEACH COUNTY B3 -109 2014/2015 LOCAL BUSINESS TAX RECEIPT THERMA SEAL ROOF SYSTEMS LLC LBTR Number: 201360538 THERMA SEAL ROOF SYSTEMS LLC EXPIRES: SEPTEMBER 30, 2015 804 OLD. DIXIE HWY STE 6 WEST PALM BEACH, FL 33403 This receipt grants the privilege of engaging In or managing any business profession or occupation u l l u r l l u l n l l l n n r l l r within its jurisdiction and MUST be conspicuously displayed at the place of business and in such a manner as to be open to the view of the public. ,A.NN19 M. GANNON CONSTITUTIONAL TAX COLLECTOR Serving Palm Beach County Serving you. P.O. Box 3353, West Palm Beach, FL 33402-3353 www.pbctax.com Tel: (561) 355-2264 TYPE OF BUSINESS I OWNER 23-0126 CW ROOFING CONTRACTOR WIKEL DAVE LESLIE This document Is valid only when recelpted by the Tax Collector's Office. THERMA SEAL ROOF SYSTEMS LLC THERMA SEAL ROOF SYSTEMS LLC 804 OLD DIXIE HWY STE 6 WEST PALM BEACH, FL 33403 nllnrllululllnurllr -LOCATED AT'* 804 OLD DIXIE HWY STE 6 LAKE PARK, FL 33403 CERI7FICAMON # RECEIPT #/DATE PAID AMT PAID BILL # CCC1326882 814.1391686-09f4n4 $18686 840188482 STATE OF FLORIDA PALM BEACH COUNTY 201412015 LOCAL BUSINESS TAX RECEIPT B1 -110 LBTR Number: 201360539 EXPIRES: SEPTEMBER 30, 2015 This receipt grants the privilege of engaging in or managing any business profession or occupation within its jurisdiction and MUST be conspicuously displayed at the place of business and in such a manner as to be open to the view of the public. 14KI CPAM 15, SECTION 1524 HIGH HURMCAMMMIS OWRIP OWkM tOMWATION POR 80019NO CMSMERA TIONS vawdw. tf axpk&, d. ROOF ASSEMBLIES AND ROOFTOP STRUCTURES �� to D Florida Building Code Edition _ High Velocity Hurricane Zone Unifonn Permit Application Form. DEC 01.2014 $prtinn A IC;,pner�nfn�mRtl�onl er Permit No. Process No. Contractor's Name Therma Seal Roof Systems, LLC Job Address 8880 Biscayne Blvd Miami Shores, Florida 33138 ❑ Low Slope ❑ Mechanically Fastened Tile ❑ Asphaltic ❑ Metal Panel/Shingles Shingles ❑ Prescriptive BUR -RAS 150 ROOF TYPE ❑ New Roof Reroofing ❑ Recovering ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Spctinn R (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. FLORIDA BUILDING CODE — BUILDING ❑ Mortar/Adheslive Set iia • • • ...... ❑ Wood SlyiggLV`Shakqss • • �, • • •,: • •••• •••• • • •• •• sees 0009.• • ❑ Repair P 4fairtenance • • . . . . ...... • • . 0000•• Total (SF) Spctinn R (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. FLORIDA BUILDING CODE — BUILDING r t � •0•• •• • 0000 • • • • • 0000•• 0000.• • • • • 0000•• 0000.• • • • •• •• •w•• 0000.• 0000•• 0000 0000• • 0000 0000 •••0• • 6 • • 0000 0000 • • 0000•• 0000.• • • • • 060.0• • 6• •••.•• •• • •• • • • • • 0.•66• •6.6•0 a a a s a o as a o0 0®® R 0000 .. 0000.. .. 0000.• • • s • • 0000.• • 0000•• 0000 •• •• 0000• 0000 •.••.� 0000• 0000 0000 • • . • • • 0000 0000 •••0.. ❑ • • • 0000.• • 0.0006 00• •.•••4E] • • •• • .• 000000 • • • 0000.• . . 0 0.000• 0000.. 0000.. .0060. . . 0000 0000 • 6 00000 0000 0000 0000. 0000 0000.. . 0000.. •••. .. .. • • ...•.• •0000• • • • • 0000.• • . 0000 • .• 0000• 3 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High -Velocity Hurricane Zone Uniform Permit Application Form. Section C (Low Slope Application) Fill in specific roof assembly components and identify manufacturer (If a component is not used, identify as "NA") System Manufacturer: Product Approval No.- Design Wind Pressures, From RAS 128 or Calculations: Pmaxl • � Pmax2• d Pmax3.JA15 Max. Design Pressure, from the specific Product Approval system: Deck: Type: 15144(4 Gaugefrhickness- - t� Slope: Anchor/Base Sheet tai No, of Ply(s): Surfacing: Fastener Spacing for Anchor/Base Sheet Attachment: Field: " oc @ Lap, " oc Perim oc @ �.aim �l» oc Comer: " oc @ oc Number . 6666 6666. Number of Fasteners Per InSpidtign Boar4• • Field Perimeter.. .. Comer 6666 6666 6666. Illustrate Components Noted end DetAkras 0 *-:-@ Applicable: 69:96: .... 00000 woodbloeking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, BaseeFlashing, Counter- 0 Flashing, Coping, Etc. : 0 : . . ..... Indicate: Mean Roof Height, Parapet Heighl,OHeigbt of Basg.. Flashing, Component Material,OMaterial Thick Fastener Type, Fastener Spacing or Submit Anchor/Base Sheet Fastener/Bonding Material: Insulation Base Layer. Base Insulation Size and Thickness: 33 Base Insulation Fastener o ding Material: Top Insulation Layer: .� Top Insulation Size and Thickness: Top Insulation Fastener/Bon n Material: Base Sheet(s) & No. of Ply(s): Base Sheet Fastener/Bonding Ma Ply Sheet(s) & No. of Ply(s): Ply Sheet FastenerBonding lyferi� Top Ply: t04 i0 { FLORIDA BUILDING CODE — BUILDING Parapet Mean Roof Height ( 1 I ! e 6666 .. 6666 6666.. 6666.. 600099 .... 6600.6 000.00 6666 60.4. 0400 6666 00000 . . 6666 6666 . . 6666.. 6666.. .66.64 ... .0.00. . . .. . .. . . . 6 . 0000.. 6666.. Forensic Engineering Consultants, Inc. MEMBRANE ATTACHMENT CALCULATIONS Project Name Tropical Chevrolet - Roof Areas "K& "B" Report No.: CIS -MB -14.018 Project Address 8880 Biscayne Boulevard Miami Shores, FL Deck Substrate Steel Insulated Max. Roof Height 26.0 Feet Configuration Low Slope Roof Area (Total) 14425 Sq.Ft. Category li Roof Width 85.0 Feet Exposure Condition C Perimeter Width 8.5 Feet Building Type Enclosed Parapet Height 0.0 Feet Base Wind Speed 175 mph Slope V 0.0 Slope H 12.0 Slope Angle° 0.00 Uplift Pressures qz = 0.00256 Kz rA Kd V2 P = qz (GC$ - BCW : 0 ..:. 0 6.0: 0 qz K. Kzt Kd V •• • GCp GCpi9 . . 9 .. • • • .. • • 960680 63.832 0.953 1.005 0.85 175 -1.00 0.18,,,Field :0004: .•.0 -1.80 0.18 .. Pbrime%r .. 66:00" -2.80 0.186000.orner 0609 0.0.0 Field Put -75.32 psf P a� -45.19 psf 00"060 06 60 60 60" Perimeter P2 un. -126.39 psf P2 asd -75.83 psf • Comer P P3 -190.22 psf P p a � -114.13 psf : 6060' 0 0••• 0 Proposed System Johns Manville TPO Single .. Ply Roof System 0000 ..;. Product Approval No. 13-0828.04 (Page 21 of 25) Fastening # 1 System Design Pressure -52.5 psf Membrane Full Width 96 inches Side Lap 6 inches Net Width 90 inches Membrane Red. Width Winches Side Lap 6 inches Net Width 60 inches Membrane Red. Width 46 inches Side Lap 6 inches Net Width 40 inches Fasteners Approved High Load Fasteners and Plates Fastener Spacing in Lap of Membrane 6 inches # Rows 1 Min. Characteristic Resistance Force -196.88 Ibf -434.1 Ibf (Low MCRF - TAS -105 Tests) Fastener Spacing {(MCRF/P1) x 144}/Row Spacing Full Width Membrane Reduced Width Addl. Reduced Width. Field Fastener Spacing 6.97 10.46 15.68 Perimeter Fastener Spacing 4.15 6.23 9.35 Comer Fastener Spacing 2.76 4.14 6.21 RECOMMENDED MEMBRANE ATTACHMENT PATTERN Field Rows @ 90" o.c. Full Width Sheet 6 inches on center Perimeter Rows @ 60" o.c. Reduced Width Sheet 6 inches on center Corner Rows @ 40" o.c. Reduced Width Sheet 6 inches on center These calculations have been done in accordance with ASCE 7-10, based on the information provided by the contractor. The roof system must be installed in accordance with the FBC & manufacturer's recommendations. Sincerely Forensic Engineering (consultants, Inc. m R. N. Sailappan, P.E. I Principal Engineer Florida Registration No. 46696 Forensic Engineering Consultants, Inc. (CA # 8265), P.O. Box 970034, Boca Raton, FL - 33497 Ph (561) 9018490 Fax (561) 218 3830 0... . 0000.. 0000.. . . . . 0000.. . . ...... . . 0000.. 0000 0000. 0000 0000 0000. . . . 0000 0000 . . 0000.. 0 000.. 0000.. . .. 0000.. . . .. . .. . 000 0000.. 00 00.. TESTING APPLICATION STANDARD (TAS) No. 105-11 APPENDIX TAS 105-A FIELD WITHDRAWAL RESISTANCE TEST RESULTS GENERAL INFORMATION: Job Name: Job Address: Job Site Contact: Tropical Chevrolet 8880 Biscarne Blvd. Miami Shores, FL Therma Seal Roof Systems, LLC 561-223-2096 TESTING AGENCY/EQUIPMENT INFORMATION: ; . • • ; • Note: The undersigned acknowledges that all testing has been conducted and . • . • • • 4 0 . results have been reported in compliance with TAS 105 Appendix T105 -A • • 6666•• F. • •• 4e446• Testing Agency: Cleary Inspection Services, Inc. • 606.40 • • 0• 4.6•• •4•• 6 • Address: 1017 North "H" Street 4,06660 "" •••' • •' 6 00:0 . Lake Worth FL 33460 ...... 600866 .... ..... so% Telephone: (561) 722 - 9881 64.666 . . . • . ...... Fax: (561) 582 - 8039 :009e: • 4 . Email: clearyinspections@kcwand.com ; Representative Name: Katherine I. Cleary • Title: Inspector Test Apparatus: COMTEN MODEL # DFG2W2000, SERIAL # 20606019 BUILDING/ROOF SYSTEM INFORMATION: Roof "A" Approx. Roof Area Height: Height: = 26 ft. Roof Area Dimensions: Length: = 133 ft. Second largest dim.: = 31 ft. Total roof area: = 3475 ft.2 Perimeter width: = 3.5 ft. Perimeter area: = 964.8 ft.2 Corner area: = 178 ft.2 Parapet Height: = N/A ft. BUILDING/ROOF SYSTEM INFORMATION: Roof "B" Approx. Roof Area Height: Height: = 21 ft. Roof Area Dimensions: Length: = 180 ft. Second largest dim.: = 70 ft. Total roof area: = 10950 ft.2 Perimeter width: = 8.5 ft. Perimeter area: = 3268.3 ft.2 Corner area: = 722.5 ft.2 Parapet Height: = 1 ft. 1 0000 .. . ..6. . 0000.. 0000.. 0000.. 666000 00:0 *see:* 000000 .... 6...• 0000 .60. 0000. 6 . 6 0000 0000 . . 0000.. 0000.. 000.60 . 00 6066.0 .. . .. . . . 60000. ..00.0 Tropical Chevrolet 8880 Biscayne Blvd. Miami Shores, FL Cleary Inspection Services, Inc. Tel. (561) 722-9881, Fax (561) 582-8039 Email: clearyinspections@kcwand.com FASTENER INSTALLATION INFORMATION: Roofs "A" and "B" Is the fastener a self driller? Yes PLAN IDENTIFIER WITIAL FAILURE LOAD Tool: Rigid 18v. Drill 0-1800 rpm's PERIMETER CORNER Fastener type: #15 T1 425 Fastener Manufacturer: OMO X • • TEST INFORMATION: Roof "A" • • 0000•• • 0000•• • • • • • • Test Date: 11/24/k0��4 .. •. ..... Number of Test Conducted ' • • 1i1 X :0096: - -•r•• *Note the Location of all teas on 'Building Information', attached. 00000 • • • %.0.0 X 0000 000• 00000• •006 90..0 • � X FIELD WITHDRAWAL RESISTANCE TEST RECORDING SHEET 6' " 0000 6686" 0000.. . . Deck: : Steed T7 X . . 00000 • • * See TAS 105-11 to determine number of tests ; 0000.. :0080: , . X 9 T9 500 ROOF "A" SAMPLE NO. PLAN IDENTIFIER WITIAL FAILURE LOAD FIELD PERIMETER CORNER 1 T1 425 439.5lbf X 2 T2 450 X 3 T3 525 X 4 T4 375 X 5 T5 515 X 6 T6 495 X 7 T7 475 X 8 T8 450 X 9 T9 500 X 10 T10 500 X STATISTICAL ANALYSIS: ROOF "A" No. of Tests 't' Estimator Mean Failure Load: Sample Standard Deviation: Minimum -Characteristic Resistance Force: 2 n= 10 t' = 2.262 F= 471 lbf SF= 43.98 IV F'= 439.5lbf SSSS .. . Soso . SSSS.. 0 ...... . . . . SSSS.. 000.0. . 00,000 000. SSSS.. 0000.. SSSS SSSS. 00.0 SSSS SSSS. s . . o SSSS see. . . SSSS.. SSSS.. g.ee.. .. ...... .. . .. . . s 0 . goes.. SSSS.. Tropical Chevrolet 8880 Biscayne Blvd. Miami Shores, FL Cleary Inspection Services, Inc. Tel. (561) 722-9881, Fax (561) 582-8039 Email: clearyinspections@kcwand.com TEST INFORMATION: Roof "B" Test Date: 11/24/2014 Number of Test Conducted 13 *Note the Location of all tests on 'Building Information', attached. FIELD WITHDRAWAL RESISTANCE TEST RECORDING SHEET Deck: Steel * See TAS 105-11 to determine number of tests : • • .0. 0000•• 0000•• :0 • •• ROOF "B" SAMPLE NO. PLAN IDENTIFIER INITIAL FAILURE LOAD FIELD • • • • • • 0000 0000 PERIME'T`ER. • • 0000 0000 • CORER 1 T1 450 434.1lbf X00 •• 0000 2 T2 400 X • 3 T3 550 X 00•••0 4 T4 450 X .. 0000 • 5 T5 500 X 6 T6 420 X 7 T7 425 X 8 T8 480 X 9 T9 415 X 10 T10 420 X 11 T11 475 X 12 T12 500 X 13 T13 490 X STATISTICAL ANALYSIS: ROOF "B" No. of Tests 't' Estimator Mean Failure Load: Sample Standard Deviation: Minimum -Characteristic Resistance Force: Sincerely, Cleary Inspections Service, Inc. a e e ary Miami -Dade ITCNo. 11.0211.01 3 n= 13 t' = 2.179 F= 459.6lbf SF= 42.131bf F'= 434.1lbf R.N. Sailappan, P.E. Florida Registration No. 46696 0000•• 0000.. 0000•• 0000. 0000. 0000.• 0000.. • • :0.00: . 0000.. 0000.. . . 0000 0..0 00000 0000 0000 0000. 0000 0000.. ...... 00 0000.. . . 0000.. Cleary Inspection Service, Inc. Telephone (561) 722-9881 Fax (561) 582-8039 Email: clearyinspections@kcwand.com Notes: 1. Use of the results herein to determine the required number of fasteners for insulation attachment or an acceptable anchor or base sheet fastener spacing, as outlined in TAS 117, shall utilize the minimum characteristic resistance for (F') determined in compliance with Section 9 of TAS 105. No margin of safety shall be applied to field withdrawal resistance test results determined in comply with TAS 105. 00000• 2. A safety factor of 2 to 1 shall be applied to all results of laborafory testing. ...... 3. The following pages shall be completed for each roof area aqd • • • included with all Field Withdrawal Resistance Test Recording Sluts. Tropical Chevrolet 8880 Biscayne Blvd. Miami Shores, FL Test Date: 11/24/2014 Roof Area Building and Parapet Heights. (If no parapet exists, "N/A") Roof "A" N/A 26' Ground Level Page 4 Roof "B" ind Level ••Y• 0000• .... ...... •• • 'Building Information Sheet' Tropical Chevrolet 8880 Biscayne Blvd. Miami Shores, FL Test Date: 11/24/2014 63' T12 T13 T2 31' T1 T2 ' �'6, T3 T3 Slope Roof T4 T4 133' T5 T9 180' Roof "B„ 14' T7 T5 36' T8 Roof "A" Tg T10 .,/ 70' Cleary Inspection Service, Inc. Tel. (561) 722-9881 Fax (561) 582-8039 Email: clearyinspections@kcwand.com T8 60 KM NOT DRAWN TO SCALE Drawings & measurements are approximate representation of field layout Page 5 .e.e .. sees sees.. sees.. *see:. 000000 sees.. sees sees. e sees 0000 sees. . e sees sees . . sees.. .. . ..00 . . . 000000 sees.. CERTIFICATE OF CALIBRATION TRACEABLE TO THE UNITED STATES NATIONAL INSTITUTE OF STANDARDS AND TECHNOLOGY AND PERFORMED IN ACCORDANCE WITH IS010012-2003 THIS DEVICE IS CERTIFIED TO BE WITHIN +/- 0.5% OF FULL SCALE READING AT EACH TEST POINT AT THE TIME OF SHIPMENT CERTIFICATE NUMBER: 21367 CALIBRATION DATE: 8/18/2014 PART AND CUSTOMER INFORMATION Y AVV •h MODEL #: DFG2W2000 SERIAL#:20606019 s=ue''.... BY: CC CUSTOMER: CLEARY INSPECTION SERVICE CUSTOMER, #: CI,E33460 : • • • • • • • . *see: CALIBRATION DATA so sees•• • •• e•ss• • APPLIED EXPECTED ,,,, ,,,, Fit... VALUE VALUE RUN ee0.sHERAGE,.000 SC4500, (LB) (LB) (LB) (LB) ERROR* sees 0.00 0.00 0.000 s • e • 0.00V • • 0.00H. • 200.00 sees•• . . • • sees 400.00 400.00 394.000 . 0394.000 -0.301;°/. 600.00 • • • •• • sees ••••• • 800.00 800.00 797.000 797.00.0 s -0.150% 1000.00 1200.00 1200.00 1205.000 1205.000 0.250% 1400.00 1600.00 1600.00 1605.000 1605.000 0.250% 1800.00 2000.00 2000.00 1 1 2007.000 2007.000 0.350% CALIBRATION EQUIPMENT USED SERIAL #1: 21404075 SERIAL #2: CAL EQUIP: COMTEN INDUSTRIES load cell PSB5000. PSB5000 SM 20804027 and CQTM1000 SM 20408026 were calibrated at Com Ten Industries. CAL DATE: according to internal standard and conforming 4=2014 to ISOAEC 17025 and ANSI/NCSL Z540.1. The ` uncertainty is 1.33 Lbf. Report No:21404075A0422 THIS EQUIPMENT IS CERTIFIED TRACEABLE TO THE UNITED STATES NATIONAL INSTITUTE OF STANDARDS AND TECHNOLOGY. CONDITIONS TEMPERATURE 75°F RELATIVE HUMIDITY- 28% AS FOUND NOTES: (' Indicates that the part was out of tolerance) VALIDATION'' Y AVV •h CALIBRATION PERFORMED s=ue''.... BY: CC Calibration not valid without CERTIFIED stamp and initials 6405 -49th Street North, Pinellas Park, FL 33781-5724 * 727-520-1200 f FAX 727-520-0299 E -Mail: sales@com-ten.com ` Web: www.com-ten.com 66.• .. 6666 6666.. 6666.. 6666.. 6666 6666. 6666 6666 6666. 6666 6666 . . 6666.. • 6666•• • •• 6666.• •. • •• • • • • • 6609.• 0000.• �?6 WUN1111:)] DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADM MSTRATION DIVISION �I NIIANII-DARE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786)315-2590 F (786) 31525-99 _NOTICE OF ACCEPTANCE (NOA) www miamidade.eov/economy Johns Manville Corporation 71717x' Street Denver, CO 80202 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of constructidh materials. The documentation submitted has been reviewed and accepted by Miami -Dade Couxty R& - Product Control Section to be used in Miami Dade County and other areas where allowed byhe Autrar* • ; • Having Jurisdiction (AHJ).0 • • • • • • • 000.. 0000 0000 . . This NOA shall not be valid after the expiration date stated below. The Miami -Dade C01"y �toduct 0 0 0 0 • .. .. Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade C-opty) 0 0 0 0 0.0 0 0 reserve the right to have this product or material tested for quality assurance purposes. Ifthi product ar• 00* • • material fails to perform in the accepted manner, the manufacturer will incur the expensre'dt 94ch testing • 0 and the AHJ may immediately revoke, modify, or suspend the use of such product 000 or material withir:td �" jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by MihvZ Dgde Coo • • • • • Product Control Section that this product or material fails to meet the requirements of the applicable, 0 ; 0 building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: JM TPO Single Ply Roofing System over Steel 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 revises NOA No. 12-0605.02 and consists of pages 1 through 25. The submitted documentation was reviewed by Jorge L. Acebo. APPROVED NOA No.: 13-0828.04 Expiration Date: 12/24/14 Approval Date: 02/20/14 Page 1 of 25 s+ •096 .. . 0699 • • • . •60.00 •99699 • • • • 609.96 •906.• • • • •• •• •966 9•...• •96.9• 060• 6696• • •666 •90• 0.6.0 •6•• 999• • • • .6960• 9 •• ••.e6. 9• • •• 0 • • 6 • • • • • •099.0 •.669• s+ ROOFING SYSTEM APPROVAL Category Roofing Sub -Category: Single Ply Roofing Material: TPO Deck Type: Steel Maximum Design Pressure: -105 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: NOA No.: 13-0828.04 Expiration Date: 12/24/14 Approval Date: 02/20/14 Page 2 of 25 TABLE 1 Test Product Product Dimensions Specification Description JM TPO 45 45 mils thick ASTM D6878 Polyester reinforced M4topla;dc sees.. . TAS 131 Olefin single ply memixaae. . .. sees.. JM TPO 60 60 mils thick ASTM D6878 Polyester reinforced e)N;Aoplasgg , • ; • • • • TAS 131 Olefin single ply m6m rAe. 'sees' sees . JM TPO 80 80 mils thick ASTM D6878 Polyester reinforced XerLoplastil • • .. .. sees • • • sees.. TAS 131 Olefin single ply mpg1hrpge. • JM TPO FB 115 60 mils thick ASTM D6878 Polyester reinforcek flee8e baclIQ4:. TAS 131 Thermoplastic OleAn.. ingle ply • • • • . • membrane.• sees JM TPO FB 135 80 mils thick ASTM D6878 Polyester reinforced, fleece backed, TAS 131 Thermoplastic Olefin single ply membrane. JM Urethane Insulation 1 gal. Proprietary A one part, cold -applied adhesive Adhesive JM Two Part Urethane Various Proprietary A two -component, cold -applied Insulation Adhesive adhesive JM TPO Membrane 5 gal. Proprietary A synthetic rubber -based adhesive used Adhesive (Solvent -Based) on single ply roofing membranes. JM TPO Membrane 5 gal. Proprietary A synthetic rubber -based adhesive used Adhesive (Low VOC) with fully or partially adhered TPO roofing membrane systems. JM TPO Membrane 5 gal. Proprietary A polymeric, wet laying (single side Adhesive (Water -Based) application), low-VOC adhesive. JM TPO Primer 3 gal. Proprietary A synthetic polymer -based primer. JM TPO Primer 3 gal. Proprietary A low VOC, synthetic polymer -based (Low VOC) primer. JM TPO Walkpad 532" x 30" x 50' Proprietary Textured walkway protection membrane JM TPO Detail Membrane 24" x 50' TAS 131 Non -reinforced membrane for wrapping pipe flashings and vertical stacks and for waterproofing joints of JM TPO Coated Metal. NOA No.: 13-0828.04 Expiration Date: 12/24/14 Approval Date: 02/20/14 Page 2 of 25 •00. .. .•.• • . 00 00.. e • 0000.. . . . • 0000.. 0000.. 0 0004 •00• 0000•. • . e 000000 0000 0000• 0000 0000 0000• 0000 0000 • • 0000.• 0000•• • • • • .000.. . .• 0000.0 •. • •• • • • s • • 004000 •••..e .r Membrane Type: TPO Deck Type 2I: Steel, Insulated Deck Description: Min 18-22 ga., 80 ksi steel decking attached to steel supports spaced 6ft. o.c. using Traxx/5 fasteners spaced 6" o.c. (at the bottom flute) and with side laps fastened with three Traxx/l screws spaced evenly between supports. System Type D(1): Membrane attached over preliminary fastened insulation. All General and System Limitations apply. Roof accessories not listed in Table 1 of this NOA are not approved and shall not be installed unless said accessories demonstrate compliance with prescriptive Florida Building Code requirements and are field fabricated utilizing the approved membranes listed in Table 1. The following assembly is approved to a maximum design pressure listed with specific fastening patterns. No substitutions shall be made. :000% Base Insulation Layer Insulation Fasteners Fastcpgr I;ensitj*/[t2 ENRGY 3, ENRGY 3 25 PSI, ValuTherm, ValuTherm 25 PSI, R Panel, R Panel.0 PSI, ENRGY 3 AGF, ENRGY 3 AGF 25 PSI, Valunerm AGF, ValuTherm AGF 25 PSI, EN40* $•CGF,6 • • • • • ENRGY 3 CGF 25 PSI, ValuTherm CGF, ValuTherm CGF 25 PSI, ENRGY 3 Fit,•ENRGY 56FR ...... .... 25 PSI • • •• sees Minimum 1.5" thick N/A • • • • 1A • • • s Top Insulation Layer (Optional) Insulation Fasteners Fastener i�ensity&: • (Table 3) • • DensDeck, JM SECUROCK Gypsum -Fiber Roof Board, Invinsa Roof Board • • � • Minimum %11 thick N/A N/A Note: All insulation shall have preliminary attachment, prior to the installation of the roofing membrane at a minimum application rate of two fasteners per board for insulation boards having no dimension greater than 4 ft., and four fasteners for any insulation board having no dimension greater than 8 ft. Membrane: JM TPO mechanically fastened to the deck through the insulation as described below; side laps are sealed with a 1.5 -inch wide heat weld. Fastening #1: Membrane is mechanically attached using High Load fasteners and plates spaced 6" o.c. within laps of an 8 ft. wide sheet. Maximum Design Pressure -52.5 psf. (See General Limitations # 7) Fastening # 2: Membrane is mechanically attached using Extra High Load fasteners and plates spaced 12" o.c. within laps of an 8 ft. wide sheet. Maximum Design Pressure -45 psf. (See General Limitations # i Fastening 0: Membrane is mechanically attached using High Load fasteners and plates spaced 6" o.c. within laps of a 10 ft. wide sheet. Maximum Design Pressure -45 psf. (See General Limitations # 7) Fastening #4: Membrane is mechanically attached using Extra High Load fasteners and plates spaced 12" o.c. within laps of a 10 ft. wide sheet. Maximum Design Pressure -45 psf. (See General Limitations # 7) Fastening # 5: Membrane is mechanically attached using Extra. High Load fasteners and plates spaced 6" o.c. within laps of a 10 ft. wide sheet. Maximum Design pressure -52.5 psf. (See General Limitations # i Maximum Design Pressures: See Fastening Pattern. (See General Limitations # 7) NOA No.: 13-0828.04 M&MM= Expiration Date: 12/24/14 Approval Date: 02/20/14 Page 21 of 25 sees•• ..so* • • sees* ••sees • .. . 4444 • • 4444.. 4444.. Y •« .. •.t9 .•«..• **feet0*00 •••• ••..• • • e t 0 • 1090 •0•• • • s•..«• •f••• 0• t .• 0409.0 •. • •• • • • . • 0 0 r • 000000 e r STEEL DECK 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 and/or RAS 137, 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. GENERAL LnvtrrATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials pireitory for fire ratings of this product. s • • • • • • • • 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance witl iVroduct Control Approval guidelines. All other layers shall be adhered in a full mopping of aPPtV d asplWtt applied • "• • within the EVT range and at a rate of 20-401bsJsq., or mechanically attached using A! 0MOming patttm of the *0 sees a•. •, top layer •••• ••• •••� 3. All standard panel sizes are acceptable for mechanical attachment. When applied jAiji;oved as$h• & pane).;.. • size shall be 4' x 4' maximum. • • 0• • "" ation panel is required on all application •ever closed cell foam 4. An overlay and/or recovery board insul insulations when the base sheet is fully mopped. If no recovery board is used the lyase sleet shf hl0l� 0 0 ppliedr • • • • using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip r4oppFt 8" ribbons in three• • • •: rows, one at each sidelap and one down the center of the sheet allowing a continuous area of 3/Wiilatiod. ' Encircling of the strips is not acceptable. A 6" break shall be placed every IT in each ribbon G Mow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs./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 2751bf., as tested in compliance with Testing Application Standard TAS 105. if the fastener value, as field-tested, are below 2751bf. 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 Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and comer areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117 and/or RAS 137. Calculations prepared, signed and sealed by a Florida registered Professional 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 milers, metal profile, and/or flashing termination designs shall conform with 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 comers). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended comers and comers). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 13-0828.04 u� Expiration Date: 12/24/14 � Approval Date: 02/20/14 ® Page 25 of 25 .9.9 .• . 9.9. . 0 . .0900. 9 9 ..999. • :00:0: • 99.• 9•• • • • 00 00 00:0 ...09•999• 909•• 0000 •.9• 00009, • • s • .•s9• 0000 • • s..9 • 0000. • • • • 900.0. . • • •i.... • 9 • • to •9 9 •:00690 000000 I O 11 O DEC 09 1814 a O O O a 9 8' UP Q 1/2' /FT TAPERED ISO PROFILE 1 PANEL SYSTEM - N.T.S. E 1�C� N Tepered Symem � Baro tats: � Tapered Roof Plan SoeO� .MB A Beacon Roofing Supply Company Iacaftm mwyd m cumrrmwmmsow cedotwom IQm A+waW"-vOM ft 1/8° = 1 TAMPA I OMANDO I MAN I FOATMYM Deft 8 -OED -W4 R*d IWfl*m FLAB= p@ * W Sheet 1 of 7 s Y 1i X48 , Y+8 7 - 8 XH 8 Y+4 4 a k q X+8 3 X48 # �* X48 ) X > X Y % > w �� 'Y"• We FIS' X48 4� F1 Y+4 �Ll' x4s Y+a X42 1/40 /FT TAPERED ISO PROFILE Y 2 PANEL SYSTEM - N.T.S. �( Zo t W EAC®N '��f�UC��, C��%�O��ir' I��IP�S ��®� 'm TePenxlRooTAen8oe0� -- �,,: �� A, --- A Beacon Roofing Supply Company A Looatiorc MImN &�mee OuBODrtter: Thama Beel O�Id�R Blopa: n!e Aven�p0 FWetue:80.7 TAMPA I ORLANDO I MW.B I FOFir MY6i8 DWdW 84390.ao14 wow - R..4804 Fm eek neo �,eee , of ,