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RF-07-1449Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 12/10/2007 Inspector: Grande, Claudio Owner: ROMNEY, JENNY Job Address: 863 99 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: QUALITY ROOFING CONTRACTORS INC Block: Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - New Phone Number Parcel Number 1132060340140 Lot: Phone: 305 -751 -0382 Building Department Comments Re -roof to new tile and flat moneral cap sheet roof COLOR THRU "\\, '10 ICSj 1 //PP/ Passed Inspector Comments rahk_____ 4IQJ e L---- Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Friday, December 7, 2007 Page 2 of 2 U.S. SOUTH Engineering & Testing Lab., Inc. Project 6065 N.W. 167th Street, Suite B -23 • Miami Lakes, Florida 33015 Telephone: (305) 558 -2588 • Fax: (305) 362 -4669 ON -SITE CONCENTRATED UPLIFT LOAD TESTING OF ROOF TILE IN FULL ACCORDANCE WITH METRO -DADE BUILDING CODE COMPILANCE PROTOCOL TAS 106 No 09943 Owner's Name: --f--1-1 et—N Job Address: S Roofing Con c .� < �. sc Type of Tile: �' ��' _ fi, Date Installed- 1 -c iL Approximate Roof Height: 1 feet Roof Pitch: 4 ' i Type of Access to Roof: Scaffolds �` Ladder Other Approximate Square Footage of Roof: f b 'c ft2 Required Testin Forc : 35 lbs. Testing Equipment: Chatillion100 Date Tested: (L - t .-O SITE SPECIFIC INFORMATION r,-4l tt= Permit # W 44q ebt- TEST RESULTS P = PASS, F = FAIL Teat Location Uplift Pup Test(P or F) Test Location Uplift Pun Test(P or F) Test Location Uplift Pull Test(P or F) , Test location Uplift Pup Test(P or F) 1 .*.0-'' 26 r.A.- 51 78 2 27 52 77 3 28 53 78 4 29 54 79 5 30 55 80 8 31 58 _ 81 7 32 57 82 8 33 5 83 9 34 59 84 10 35 80 85 11 38 ■ 61 88 12 37 62 87 13 38 63 88 14 39 84 89 15 40 65 90 18 41 613 91 17 42 67 92 18 43 88 93 19 44 69 94 20 45 70 95 21 46 71 98 22 47 72 97 23 48 73 98 24 49 74 99 25 / 50 a 75 100 IN ACCORDANCE WITH THE CIIITERIA OF PROTOCOL TAS 108, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. THIS REPORT ED BY: %a o -6 - Lab Certification # 98 -0608. %►',I yf // State of FL Certificate Authorization # 4100 Skwtch 4f Roof Job 3 q r) i1. f loo ,Q ;2 7 Sheet Nurnher•� p Contractor ` ev 1.• t'+� ow •€ Checkcd By 1 Scale 1 ... 91 _ _Notes: CAEN , • • al • BUILDING JUL 12 2007 PERMIT APPLICATION if 1 FBC 2004 BY Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 MOMEWM IMCMETR FL JUL 1 7 2007 -- � '?Y: Permit No. 12-f al r -14 4 Master Permit No. Permit Type (circle): Building Electrical Plumbing Mechanical Owner's Name (Fee Simple Titleholder) Jenny Babot Romney Phone # 305 7 5 4 - 5 9 0 5 Owner's Address 863 NE 99 Street City Miami Shores State Florida Zip 33138 Tenant/Lessee Name Phone # Job Address (where the work is being done) 8 6 3 NE 9 9 S 1- re t City Miami Shores Village County Miami -Dade Zip 3 31 3 8 FOLIO /PARCEL# 1 1 - 3206 - 034 -01 40 Is Building Historically Designated YES NO X Contractor's Company Name Quality Roofing Contractors . Phone # (305) 751 -0382 Contractor's Address 13800 N, W. 1st Avenue City Miami . State Fla Zip 33168 Qualifier Name Carlos Arocho Phone # (305) 71 0 -4600 State Certificate or Registration No. RC 0058627 Certificate of Competency No. 0 0 0 017889 Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ 21 , 5 0 0 _ 0 0 tile: 3000sqft. Square / Linear Footage Of Work: f at: 600sqft. Type of Work: DAddition ['Alteration ['New Et Repair/Replace ❑ Demolition Describe Work: Reroof to a new tile and flat mineral cap sheet roof . r , i �` 1 `L'lslvt �F1at n��iTai/ir .1.2.1i -..InT/a1il A, A S CA im7 ****** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** **Fe ************* * * * * * * * * * * * * * * * * * * * * * ** * * * * * * ** est, Submittal Fee $ Permit Fee $ --- - CCF $' 20 CO /CC Notary $ Training/Education Fee $ 440 Technology Fee $a - i Scanning $C - Radon $ DPBR $ Bond $ Code °Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due 'P°' e/ Zoning $ See Reverse side ©$ PAID C/(235&) 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 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 absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature 10 ....- W. hrfAgent- The for oing instrument was acknowledged before me this / S The fore day of 2092, by Tenn,/ 1vt'I' 2-,0 , day of who is jersonally known to —,,,e or who has produced who is Rersonally known to me or who has produced Contractor in g instrument was acknowledged fbefore me this /d 2001, by 04.4-1 ®, , As identification and who did to wwit * ae���4PRYLOUii /,* `? � . • yooMMlssj,% ..,,9�ep • odober1op F o f Sign: ® co im i : � Sign: Print: : *-A. i 44382 * � = Print: ss��6��� thru, My Commission Expires: ®� ® ®B�/Z, STATE OF Fs-���o� �` My Commission Expires: NOTARY PUBLIC: as identification NOTARY PUBLIC: d who did take an oath. �09itatt lift; ®s0 •.o®enytite(o •° .0 ®�t®ttIIIt01O O 1 Plans Examiner * *** * *** * *** * *�:� **it **** r�+ car* : * * *** r;** ** �r �OtN1� `t ar �r �k �r t � �r�r �r� * *** *** * ***49 APPLICATION APPROVED BY: .. (Revised 02/08/06) Engineer Zoning NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO.' 41trAk TAX FOLIO NO. 1 1 32 0 6 0 3 9 01 4 0 STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street/address: 863 NE 99 Street 111111111111111111111111111111111111111111111 CFN 2007R06S9822 OR Bk 25772 Ps 0386; (1Ps) RECORDED 07/12/2007 107 11 :10 :15 HARM' RUV'INr CLERK OF COURT MIAMI-DADE �COUNTf FLORIDA LAST PAGE AU6��.,0q 8 2007. 8 Y: _(ice' Miami Shores, FL 33138 2. Description of improvement: Rcarnnf . to a npw tiles cap sheet roof _ 3. Owner(s) name and address: Jenny Ballot RmmnPy Interest in property: N/A R63 NF 99 StrPP1- Miami Shores, FT. 3 11 38 Name and address of fee simple titleholder: N/A 4. Contractor's name and address: Quality Roofing Contractors, 13800 NW 1 Avenue 5. Surety: (Payment bond required by owner from contractor, if anyj orlgl Name and address: N / A Amount of bond $ 0 0 6. Lender's name and address: N/A Inc_ �1 FL 33168 STA` RlDA, COUNTY OF D, HERE CER' IFY that this is a ht� cop} t &led in th . office NESS a f. and • r 7. Persons within the state of Florida designated by Owner upon provided by Section 713.13(1)(a)7., Florida Statutes,. Name and address: N/A • P19. • DE f the Np CQL» >�^F" cl[R1t y0 y�. LV GOD %A In om notices or other documents may be served as 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: N /A 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) /Led Si fore of O,ter ��JJ Print Owner's Name) e ,/� y 294 9c t ® ,q� Sworn to and subscribed before me his %� d, of Notary Public Print Notary's Name My commission expires: 0 twiner *' ctve S� s ' f= M iaii, FL ,33168 • 1.n :W C • 00= Prepared by Carlos Arocho Quality Roofing Contractors Address:13800 NW 1 Avenue http : / /www.miamidade.gov /building/ roofing _permiting /permit_app_se... • • ••• • • • .•• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • High Velocity Hurricane Zone Uniform Roofing Permit Application Form i MIAMI -DADE COUNTY BUILDING DEPARTMENT Et,gc,TROIIIC APPLICPTIO JV <• font> • • • • • • • • -• • 1MCMEWM !41 JUL 12 zoor 1 oft ster Permit No. o • • • • • • • • • • • • • • • • • • • • Section (Generdl'MftMnatidn) • Process No. •• • • p • •• ••• •• • • • • 1 Contractors Name: ; ; : ,ol) *Wets: • ..... m�Suality Roofing Contractors, Inc • riElsTrfrgiget Roof Category Low Slope ❑ Mechanically Fastened Tile ❑ Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Prescriptive BUR -RAS 150 ❑ Other: I Roof Type Mortar /Adhesive Set Tile ❑ Wood Shingles /Shakes New Roof ® Re- Roofing ❑ Recovering ❑ Repair ❑ Maintenance Are there Gas Vent Stacks located on the roof? ❑ Yes No If yes, what type? ❑ Natural ❑ LPGX Roof System Information Low slope roof area (ft.2)1600sgft. Steep Sloped area (ft.2)13000sgft. Total (ft.2) 3600sgft. Section 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. Perimeter Width (a'):1 Comer Size (a' x a'): -aim • .■.. , :f<r..A._. A.]■Htm � .. 111111111111111 11111 `1111111 I1111111111111111111111111111111 III 11 IIUGIHIIII - 11l111.IUiHhlIhul1HII1l ����_�_. _. 1= iiiii'IUiHhIIIIIIiIIIllhIIIUhIIIO!i'd 111111111.1111111 " „ ■ ■.. .■ ■..■ ■■.■■..V �■■■ ■wL...■■.■.■ ■.■■ U•UU• iMiM iii iiE M i iMMMO MMEiiMM■M■M■■.M■■.■■M■MI■■■ ■N. ■■■.M■ ■■■ommno.....l ■ u■■ .■■■.■■.M■mom■1,■..■.■..■.■ Am ,.F.r4w :74 � !"1.■■■ UU ..MMM■■r.I1 ■.•■ ►. ■■M ■ : 11 d: --M.!IIWOMM NRInu ■■ ■■1 ■.. 1■.■ ■I. ■■■m■t■• mv.iYia11iQ■ lill1121S1..LkiChl W► Il 11.■■ .■. ■ ■■■ ■•M.IY■1MII.■■■ ■ ■. ■M■ IIE.■■■1•MMI.gmmgmarringso mumniiiia:1 ■■.. /MM■.■. ■■. /■.■AIUi. ■■ I..■■■■.■ -U aitamVYJ14UM INEIMAMMEMM lull■.■■ ■■1♦■■.■M■■■■OWAI1.■■■ •iu■ ■ ■■ ■ ■■ . ...MM. M. ■ ■ ■1 . I .•�. ■1I.1111 111111111.11%/1111111111111111 .. ■r ■. M.■ ■IM■'i'I.MM■11■■ ■■Mr/ . ■■ ■�M■�tE&N•'d■1UUalb ■■.../ rammu'G' '1'. i4ll ■. .... ■.II■.■. ■ ■■ mumillImilizNimimmetwommommummalg......mili____ >dia1 "■I 1111. ���■■IA ■ rARu ..■. ■■■■■■.■.■�■.■raua•M'uaii ■■■r.■ .■M■.rta vrh.,1....— ��.�.�..: ■ /.■ ■n. ■■■ ■.Mr ■t%�.■ll1ri1U•.../ �� r�! ■..�imirr ■■UrALP PF/ .III.■.■■■■■ .■. ••■■ MUM u•i'.ru••■.■� JL'I Lii1Ir.•S 4 fU ••r,a // LJEIN ■.a ■.■.M.a /.■EEmeI�I■■lli■a r■ _I _ •m� iiii.m.Aril:1�2• : ••.._.:__,�:._ .. ■ ■ ■ ■Rr ■. ■ /�tmw T?1:�I ■1•Jr. ■.. ■ SUB E • •M- I, C004 ALL EDERAL STATE AND COUNTY RULES AND REGULATIONS 6/20/2007 10:39 AM http:// www. miamidade. gov/ building /roofing permiting/section_c 4 2... • ••• • • • ••• • •• • • • •• •• • • • • • • • • • • • • ••• • • • • ••7-i 1• • ••• High Velocity Hurricane Zone Uniform Roofing Permit Application Form NIIAMI -DADE COUNTY BUILDING•DEPARTML NT ELECTRONIC APPLICATION • • • •• • • • • • • • • • • • • • • • • • • • o i • 41. • • ••• ••• • • Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Terminations /Strippigg /Flashing, CwitinuQus Cleat, Cant Strip, Base Flashing,Counterflashing, 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. � 1-e ��A.� �� 1) - 6J A a ParapetWal1 Height 1 of 1 Page 3a MeanRoof Height. r) Ft, 6/20/2007 10:47 AM http: / /www.miamidade.gov/ building /roofing jermiting/section_c_4 %... • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION <font • ••• • •_ • ••• • • • • • • • • • • Sectie b [Low Sioed•iloof Systier) Fill in the specific roof assembly components. If a component fs not required, insert not applicable (N /A) in the text box. Roof S stem Manufacturer: 1Gaf Materials Corp. NOA No: 103- 0501.05 System Type: Built -Up • •• • • • •• ••• •• • • •• Wind Uplift Pressures. From RAS 128 or Sealed Calculations: (P1) Field: 1 -49.5 psf (P2) Perimeters: 1-85.6 psf (P3) Comers: 1 -52.5 psf Maximum Design Pressure, From the Specific NOA System: 1 -52.5 psf Deck type: 1 "x6 "T &G * These decks require a fastener pull test by an approved test laboratory Other Deck Type: jN /A Deck Support Spacing: N/A Slope:11" :12 Fire or Vapor Barrier: N/A Anchor /Base Sheet & No. of Ply(s): N/A Anchor/Base Sheet Fastener /Bonding Material: 1N /A Insulation Base Layer Size & Thickness: N/A Insulation Base Layer Fastener /Bonding Material: N/A Insulation Top Layer Size & Thickness: N/A Insulation Top Layer Fastener /Bonding Material: N/A Wood Nailer: N/A Wood Nailer Fastener T pe and Spacing: N/A 1 of 1 • • • • • • Base Sheet(s) & & of Ply(s): l #75 Glas Base Sheet Base Sheet Fastener /Bonding Material: j1 1/4" R/S Nails Ply Sheet(s) & No. of Ply(s): GGaf Gla Ply 4 Ply Sheet Fastener/Bonding Material: frype III mopping asphalt Top Ply: BGafglas Mineral Cap Sheet Top P1 Fastening /Bonding Material: ,Type III mopping asphalt Surfacing: 1N /A Single PIy membrane: N/A Single Ply Sheet Width: IN /A 1/2 sheet width: N/A No. of Single Ply 1/2 sheets: IN /A Single PIy Membrane Fastening /Bonding Material: N/A Drip /GS Edge Metal Size & Gauge or weight: 3" face 26 ga. Drip /GS Material Type: Galvinized Metal Drip /GS Hook Strip /Cleat Metal gauge or weight: N/A Parapet Coping Metal Size & Gauge or weight: N/A Coping Material Type: N/A Parapet Hook Strip /Cleat Metal gauge or weight: N/A FASTENER SPACING FOR BASESHEET ATTACHMENT 1. Field: 19 " o/c @ laps & 12 rows @19 " o/c 2. Perimeter: F—" o/c @ laps &14 rows @ 1" o/c 3. Comers: 6" o/c @ laps & rows @ F"--" o/c NUMBER OF FASTENERS PER INSULATION BOARD Field: N/A Perimeter: N/A Comer: N/A Fastener Type : 1 ' /d' R.S. Nails Altemate Fastener: IN /A Page 3 11/15/2006 1:36 Plv http: / /www.miamidade.gov/ building /roofing_permiting/section_d 3.html • • ..• • • • •.• •• •• • • • •• .. • • • • • • • • • • • • • • ••• • • • • ••• High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI-DADE COUNTY BUILDING.DEPARTMTNT EI.EC.WONIC APPLICATION • • • •• • • • • . • • • • • . . • • • • • • • • • • • • • • • • • • • • ... •0• • • Section D (Steep Sloped Roof System) .• • • • •. ••• •. • .- _. . - -♦ • • • Roof System Manufacturer: U.S . ilg • • • • • • • • Notice of Acceptance Number: 5- 1019.02 Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations): P11-45 P2:I -95.1 P3: 95.1 Maximum Design Wind Pressures, (From the PCA Specific system): 66.5 Sloped System Description Roof Slope: 12.5 "/12" Roof Mean Height: 113" Ridge Ventilation:1N /A Method of Tile Attachment: N/A Altemate Tile Attachment Method: 1N /A Clip S • acing for Metal Roof Panels Field: 1N/A Perimeters: N/A Comers: Perimeter Width: N/A 1 of 1 N/A Page 4 Deck Type: 1 "x6 "T& Altemate Deck Type: 1N /A Underlayment type: 130Ib. ASTM D -226 Insulation/Fire Barrier Board: IN /A Optional Nailable Substrate: IN /A Fasteners: 11 1/4" R/S Nails Cap Sheet Type /Adhesive Type: 1901b. ASTM felt/Type III asphalt Roof Covering: !Caribbean S Clay Tile Roof Covering Attachment Method: IPolyfoam adhesive setting 1 Drip Edge Size & Gauge: 3" face 26 ga. Drip Edge Material Type: Galvinized Metal Drip Edge Fastener Type: 11 1/4" R/S Nails Hook Strip /Cleat ga. or weight: N/A 4/25/2007 9:23 AM http:// www. miamidade. gov/ building /roofing permiting/section a 3.htm • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • •- ,- • • • • • •_ • - --• - •- rrr•- -s - -- • • • • High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARN:AENT ELECTR®NI6•APPLICATION • • • •. • • • • • • • • • • • • • • • • • • • • • • • • • ••• ••• • • Section £ (Fide Calculations). • ••••••• • • • • For Moment based tile systempi :clio4elghther :Mettio.4 l or 2. Compare the values for Mr with the values from Mf. If the Mf values are greater than or equal to the Mr values, for each aea of the roof, then the tile attachment method is acceptable. P 1: P 2: P 3: Method 1 "Moment Based Tile Calculations Per RAS 127" x A 17.01 - Mg: 5.65 x A 5.94 - Mg: 15.65 x A 35.94 - Mg: 15.65 = Mrl: 11.36 = Mrl : 30.30 = Mrl: 30.30 NOA Mf: 66.5 NOA Mf: 66.5 NOA Mf: 66.5 Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (Mr) From the Table Below: NOA Mf: Mr Required Moment Resistance* Mean Roof Height in Feet 15' 20' i 25' 30' 40' Roof Slope 1 1 E 1 1 1 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 30.4'32.2 33.8'35.1'37.3' 1 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9' 27.1' 28.2 I 30.0. *This Table must be used in conjunction with a list of moment based tile systems endorsed by the Broward county Board of Rules and Appeals. Page 5 1 of 1 4/25/2007 9:19 AM • • ••• •• •• • • • • • • • • • • • • • ••• • ••• MIA DA[lE • • •' • • • • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NO•A) • • • • • • ••• • • • • • • •• •• • • • • • • • • • • • • • • • • •• • • • • ••• • • • • • • • 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 • • • U.S. Tile 11403 NW 39 Street Miami, FL. 33178 o• • • • • • • • • ••• •• 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 the BCCO and accepted by the Building Code and Product Review Committee 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: Caribbean `S' Clay 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 6. The submitted documentation was reviewed by Alex Tigera. ,(7Aftfe NOA No.: 05- 1019.02 Expiration Date: 04/13/11 Approval Date: 04/13/06 Page 1 of 6 ••• • • • • •• •• • • • • • • • • • • • • ••• • • • • • ••• • • • • ••• • • • • • • • ROOFING ASSEMBLY APtR140AL Cateeorv= Sub- Cateeorv: Material: Deck Tvne: • • • •• • • • • • • • • •• • • • ••• • • • • • • Roofing U7;320 hofing'�il�s ; • Cloy ' • • • • • • •• ••• •• • • Arcs .t• • • • • • • • •e 1. SCOPE This approves a new roofing system using "Caribbean `S' Clay Tile" as manufactured by U.S. Tile and described in Section 2 of 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 section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test Applicant Dimensions Specifications Caribbean `S' Tile N/A ASTM C1167 Trim Pieces 1= varies ASTM C1167 w = varies varying thickness 2.1 SUBMITTED EVIDENCE: Test Aaencv Test Identifier, • PRI Asphalt Technologies UST-003 -02 -01 Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. 7161 -03 Appendix III Letter Dated Aug. 1, 1994 P09647 -01 P0402 94-083 94-084 25- 7094-(3, 6 & 9) Product Description High profile clay roof tile. For direct deck or battened nail -on applications. Accessory trim, clay roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Test Name/Report ASTM C 1167 Static Uplift Testing PA 102 & 102(A) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails Static Uplift Testing PA 101 (Adhesive Set) Static Uplift Testing PA 101 (Mortar Set) Static Uplift Testing PA 102 Date Sept. 2005 Dec. 1991 Aug. 1994 Aug. 1994 Sept. 1993 April 1994 May 1994 Oct. 1994 NOA No.: 05- 1019.02 Expiration Date: 04/13/11 Approval Date: 04/13/06 Page 2 of 6 The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Celotex Corporation Testing Services Celotex Corporation Testing Services Walker Engineering, Inc. 3. LIMITATIONS • • • • • •.. • •. • • • • •. •• • • • • • • • • • • • • • • • • .•• • • • • • • • • • • • • • • .. • • • • • • .. • ..• • • • • • • •. • • 2 :- '112J.(1 & 211 • • • • • • • • • • ••• ••• 25- 7183 -(3 & 4) .. • • • •. 25- 721.4-('3, 473 : • .. • • • • • 25- 7804 -4 520111 -3 520191 -2 -1 • Calculations • ••• •StatiC 1. ?1 ft Testing .'1'A102 Static Uplift Testing ••• OA 102 Nov. 1994 Feb. 1995 IStaticlift Testing March, 1995 ••• ••'A 102 Static Uplift Testing Sep. 1996 PA 102 Static Uplift Testing Dec. 1998 PA 101 Static Uplift Testing March 1999 PA 101 Aerodynamic Multiplier March 1999 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with PA 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with PA 112, appendix 'A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayments shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with chapter 29 of the SFBC. NOA No.: 05- 1019.02 Expiration Date: 04/13/11 Approval Date: 04/13/06 Page 3 of 6 4. INSTALLATION ••• • • • ••• • • • •• •• • • • •• •• • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • ••• • • • • • ••• • • • ••• • • • ••• • • • • • • •• • • • • • • • • • • • • - • • • • • • • • • • • • • • • • • • ••• ••• • • 4.1 U.S. Tile Co. and its components shall be installed in strict compliance with Roofing Application Standarc4RA$ j48,) 1S 119 and P4S 120. 4.2 Data For Attachment Calcula&idas: :: •: . • • •• ••• • • • • • •• Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight -W (Ibf) Length -I (ft) Width -w (ft) Caribbean S' Tile 8.3 1.54 1.02 Table 2: Aerodynamic Multipliers - A (fta) Tile A (ft') A (ft3) Profile Batten Application Direct Deck Application Caribbean 'S' Tile 0.349 0.378 Table 3: Restoring Moments due to Gravity - MG (ft-lbf) Tile Profile 3 °:12" 4 °:12" 5 °:12" 6 ":12° Greater than 7 ":12° Caribbean 'S' Tile Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck N/A 5.65 N/A 5.54 N/A 5.41 N/A 525 WA 5.09 Table 4: Attachment Resistance Expressed as a Moment - Mt (ft-Ibf) for Nall-On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Caribbean 'S' Tile 2 -10d Ring Shank Nails 28.6 41.2 N/A 1 -10d Smooth or Screw Shank Nail 5.1 6.8 N/A 2 -10d Smooth or Screw Shank Nails 6.9 9.2 N/A 1 #8 Screw 20.7 y 20.7 WA 2 #8 Screw 43.2 43.2 N/A 1 -10d Smooth or Screw Shank Nail (Field Clip) 23.1 23.1 WA 1 -10d Smooth or Screw Shank Nall (Eave Clip) 29.3 29.3 N/A 2 -10d Smooth or Screw Shank Nails (Field Clip) 27.6 27.6 WA 2 -10d Smooth or Screw Shank Nails (Eave Clip) 38.1 ' 38.1 WA 2.10d Ring Shank Nails' 33.1 48.1 N/A 1. Installation with a 3" tile headlap and fastemers are located a min. of 21/2" from head of tile. NOA No.: 05.1019.02 Expiration Date: 04/13/11 Approval Date: 04/13/06 Page 4 of 6 • • •• •• • • • • • • -• • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • •• •• • • • • • • • ••• • • • • • • • • • • • • • ••• • • • ••• •• • • • • • • • • • • • • • • • • • • • • • ••• ••• • • Table 5: Attachment Resistance Expressed as a Moment M1 (ft-Ibf) for Two Patty Adites4ve&et Systems Tile Profile • • jitc App�ic�iiiin; • ' • • • • : • : • • • • • • • • • • • • • • Minimum Attachment . Resistance Caribbean 'S' Tile Adhesive 66.5" 29.32 1 See manufactures component approval for installation requirements. 3 Large paddy placement of 83grams of PoIyProna. 2 Flexible Products Company TileBond Average weight per patty 10.7 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. Table 5A: Attachment Resistance Expressed as a Moment - Mt (ft-ibf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Caribbean 'S' Tile Polyfoam PolyProrM 66.5" Polyfoam Polyp TM 38.x" 3 Large paddy placement of 83grams of PoIyProna. 4 Medium paddy placement of 24grams of PoIyProTM. Table 5B: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance Caribbean 'S' Tile Mortar Sets 24.5 5 Tile -Tite Roof Tile Mortar. 5. LABELING 5.1 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 ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 05- 1019.02 Expiration Date: 04/13/11 Approval Date: 04/13/06 Page 5 of 6 M • ••• • • • ••• • •• • • • •• •• • • • • • • • • • • • • ••• • • • • • • • • • • • ••• • • • • ••• • ••• • • • ••• • • • •• • • u • le C)Fii,E'DiAWIlQG .' • • • . • • • END OF THIS ACCEPTANCE NOA No.: 05- 1019.02 Expiration Date: 04/13/11 Approval Date: 04/13/06 Page 6 of 6 MIA MIOADE • •• •• • • • • • • • • • • • • • •• • • • • • • ••• • • • • • • • • • • • ••. • • MIAMI -DADE COUNTY, FLORIDA • • • • • •. • METRO -DADE FLAGLER BUILDING • BUILDING CODE COMPLIANCE OFFICE (BCC .' • •' • ' • • • • 4.10 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION • e' s i i MIAMI, FLORIDA 33130 -1553 • • • • • ' "' "' • (305) 375 -290I FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 •• • • • •• ••• •• • • • • • • • • •• • • • • • ••• •• 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 the BCCO and accepted by the Building Code and Product Review Committee 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 BCCO (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. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polypro® AH160 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.01 -0521.02 and consists of pages 1 through 7 The submitted documentation was reviewed by JRrge L. Acebo. NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 1 of 7 ••• • • • • • •• •• • • • • • • • • • • • ••• • • • • • ••• .• • • • • ROOFING ASSEMBLY APFRow,: • • • Category: Roo9nI : • • • Sub Category: Roof$ile.adhesive Materials: Polyurethane SCOPE: • • •• •• • • • • • • • • • • • ••• •• • • • • • • • • • ••• •• ••• •• • • • •• • • • • • • • • • • • • • • This approves Polypro® A11160 a c$iug& y P,o1VfN n Products, Inc. as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using Polypro® AH 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Specifications Polypro® AH160 N/A TAS 101 Foampro® RTF1000 ProPack® 30 & 100 N/A N/A Product Description Two component polyurethane foam adhesive Dispensing Equipment Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of Polypro AH160 roof tile adhesive. PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 Results 1.6 lbsJft.3 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft2 3.1 Perm / Inch +0.07% Volume Change ® -40° F., 2 weeks +6.0% Volume Change @158., 100% Humidity, 2 weeks 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. NOA No.: 06- 0201.02 Expiration Date: 05/10 /11 Approval Date: 04/13/06 Page 2 of 7 EVIDENCE SUBMITTED: Test Agency Center for Applied Engineering Miles Laboratories Polymers Division Ramtecli Laboratories, Inc. Southwest Research institute Trinity Engineering Celotex Corp. Testing Services • • ••• •• •• • • • • • • • • • • • • • ••• • •.• • • • • • •• Test identifier. . $4060 257818 -1PA 25- 7A38 -1 • 25'73g-iM 25I.7 ; •• 25-7492 NB-589-631 • • • ••• • •• •• • • • • • . • ,•• • • • • • • • • • • • • ••• ••• 9637 -92 01- 6743 -011 01- 6739 -062b[ 1 J 7050.02.96 -1 528454 -2 -1 528454 -9 -1 528454 -10 -1 520109 -1 520109 -2 520109 -3 520109 -6 520109 -7 520191 -1 520109 -2 -1 • • •.. • • •• • • Test 1lalne/Report ••• •• "TA'S 101 TAS 101 • • 8S'FB 11 -93 • • : •SST•D 11 -93 SSTD 11 -93 ASTM D 1623 ASTM E 108 ASTM E 108 ASTM E 84 TAS 114 TAS 101 TAS 101 Date 04/08/94 12/16/96 10/25/95 11/02/95 12/12/95 02/01/94 04/30/93 11/16/94 01/16/95 03/14/96 10/23/98 12/28/98 TAS 101 03/02/99 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. Polypro® AH160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS I20. 4. Roof Tile manufactures acquiring acceptance for the use of Polypro® AH160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. ;F 2 F= MS W NOA No.: 06-0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 3 of 7 •.• • • • •.• • • • •• •• • . • .• •• • • • • • • • • • • • • ••• • • • • • • • • • • • ••• • • • • •.• • • INSTALLATION: ... • • •.• • 1. Polypro® A11160 may be uSgd Alit any roof ale asserabiy jiaving a current NOA that lists uplift resistance values with the use oflPAyprg§;Agl60. : '.' 2. Polypro® AH160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The irogf tile assembly's adhesive attachment with the use of Polypro® AH160 shlftl.pittiidesiufecion attachment resistance, expressed as an uplift based system, to meet or excee fthe ullifNeslistimbebiermined in compliance with Miami -Dade County Roofing Application Staaidatelt RAS 127. "Ile adhesive attachment data is noted in the roof tile assembly NOA 3. Polypro® AH160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AH160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. S. Calibration of the Foampro® dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0- 1.15 (A): 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per the as determined at calibration. No other settings shall be approved. 6. Polypro® AH160 shall be applied with Foampro RTF1000 or ProPack® 30 & 100 dispensing equipment only. 7. Polypro® AH160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro® AH160 has been dispensed. 9. Polypro® AH160 placement and minimum patty weight shall be in accordance with the Placement Details' herein. Each generic tile profile requires the specific placement noted herein. Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Single Paddy Weight Min. (grams) Two Paddy Weight per paddy Min. (grams) Flat, Low, High Profiles #1° 35 N/A High Profile (2 Piece Barrel) #1 17 /side on cap and 34 /pan _ N/A Flat, Low, High Profiles #2 24 _ N/A LFlat, Low, High Profiles ,_ #3 8 LABELING: All Polypro® AH160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 06-0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 4 of 7 • • ••• • • • ••• •• •• • • • • • •• •• • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • ••• • • • • ••• ADHESIVE PLACEMENT DETAIL 1 SMILE MTV'. t. •• • • • • • • • • • • • • • • • • • • • • . an • • • thi tlingleirastic etc NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page.S of 7 ... • • • ••• • • • •. .• • • • •• •. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • ••• • • ADHESIVE PLACEMENT DETAIL 2 ... • • • •SINGLE RAM • • • • • • • . • • • • . ••• ••• • • • • • • • • • • • • •. ... •• • . • •• • •••..•• • NOA No.: 06-0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 6 of 7 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• ADHESIVE PLACEMENT DETAIL 3 ..qu J P4' :. : • • • •• • • • • • • • • • • • • • • • • ••. ••• • • • END OF THIS ACCEPTANCE NOA No.: 06- 0201.02 Expiration Date: 05/10 /11 Approval Date: 04 /13/06 Page 7 of 7 MIAMI•DAD • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ... • • • • • • • • • • • •..... • • BUILDING CODE COMPLIANCE OFFICE (Bcep) •" ; . PRODUCT CONTROL DIVISION • • • • • • • • • • • NOTICE OF ACCEPTANCE (NOA) • • 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 • • • • GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 •• • • • •• ••• •. • • • • • • • • • •• • • • • • ••• •• 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 the BCCO and accepted by the Building Code and Product Review Committee 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 immertiately 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Conventional Built -Up Roof System for. Wood Deck. 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 02-0408.09 and consists of pages 1 through 21. The submitted documentation was reviewed by Frank Zuloaga, RRC NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10/23 /03 Page 1 of 21 Deck Type 1: Deck Description: System Type E (1): ... • • . • • • • • • • • • • • • • • • • • • • .•. • • • • • • ••• • • • • • • Wood, Non - insulated ... • • • • ... • • •• •• • • • • • • • • • • 19 • .'• •'• •• ••• • /32" or gs eater plywegd o ,wo a pips leeks • • • • • • • • • • ••• ••• • • Base sheet mechanically fastened. All General and System Limitations sfiaa aj;el .' :.: • • • GAFGLAS:#80 a Base S1ieet,•STRATAVENT® Eliminator Perforated Nailable, RUBEROID Modified Base Sheet, RUBEROID® 20, RUBEROID SBS Heat We1dTm Smooth or RUBEROID SBS Heat -Weld 25 base sheet mechanically fastened to deck as described below; Fastening Options: GAFGLAS® Ply 4 ®, GAFGLAS Flex P1yTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure -45 psf, See General Limitation #7) GAFGLAS® Ply 4®, GAFGLAS Flex P1yTM 6, GAFGLAS dm Base Sheet or any of above Base sheets attached to deck with Drill-Tec (GAFTITE) #12 or #14 Screws and 3" Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure -45 psf, See General Limitation #7) GAFGLAS Flex P1yTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure S2.S psf, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill-Tec (GAFTITE) #12 or #14 Screws and 3" Plates, 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure -60 psf, See General Limitation #7) Any of above Base sheets attached to deck approved annular ring shank nails and 3" inverted Drill Tec (GAFTITE) insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure -60 psf, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -Tec (GAFTTTE) #12 or #14 Screws and 3" Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure -7S psf, See General Limitation #7) One or more plies of GAFGLAS® PLY 4 ®, GAFGLAS® PLY 6® ply sheet, #80 Ultima, RUBEROID MOP Smooth or RUBEROID 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 40 lbs./sq. (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 40lbs.sq. Base sheet: Ply Sheet: Cap Sheet: NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10/23/03 Page 18 of 21 Surfacing: • ••• • • • ••• • •• • • • •• •• • • • • • • • • • • • • ••• • • • • • • • • • • • ••• • • • • ••• (Required if no cap sheet is used) Install one of the following: 1. GAF Specialdtaofin'g Bituhnen Euith ate ►plidation rate of 20 lbsJsq with an application rittepti.5 ga1., q. per € 4 THER COAT® Rmulsion (Matrix 305 Hbertd E mfigibn )With ail application rate of 3 galJsq.; or GAF Premium Fibered Aluminum Roof Coating (Matrix System Pro Aluminum Roof Coating Filt2retl 301j with gn ppliCetion rate of 1.5 gal. /sq. 2. Asphalt flood coat of as a 4k tfo$ late df 60 lbsJsq. t 20%; plus gravel or slag with an applicator rate of 4b0:14:6Jsq & 300 lbsJsq., respectively. 3. Top Coat Surface Seal SB (Matrix 602 SB Coating), Top Coat MB Plus (Matrix 715 MB Coating), GAF WeatherCote or WeatherCote LOW -VOC applied at rate of 1 -1.5 gal/sq. Maximum Design Pressure: See Fastening Above NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10/23/03 Page 19 of 21 ••• • • • • • • • • • • • ••• • • ••• • • • • • •• •• • • • • • • • • ••• • • • • • • • • • • • • • • ••• • • • WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required s itlt 4137,4 atgf filet j.'ly Q %thed.used as a mechanically fastened base or anchor sheet. • • • • • • • • • • • • • • • 2. Minimum 1 /a" Dens Deck or liajpe X• ggpsiTtra board is acceptable to be installed directly over the wood deck. •• ••• •• • • • •• GENERAL LIMITATIONS: • • • • 1. Fire classification is not pairof %is' acceptance, refer to a current Approved Roofmg 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 sidelap 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 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 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field- tested, are below 275 lbf. 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. (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 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 corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners 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: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10/23 /03 Page 21 of 21 (AWL rtvvr u•u narii Grurn.o MIW J 1 J t CMJ UIIW 1 UHY ROOF COVERING MATERIALS (TEVT) • • •• •• •• • • • • • • • • • • • Roofing Systems (TGFU)- Continued • • • GAFGLAS #80 Premium Base Sheet may be used in-any of the following systems. "GAFglas Flex Ply 6" is a suitable alternate to " GAFglas Ply e'. • . • • • "GAFTEMP Permalite Recover Board" may be used in lieu of aaty•perlite insulation in any of the following NC Classifications. • • Class A, B and C Hot roofing asphalt, for use with organic and glass felts or modifiedhtu reeve membranes. • • • " Ruberoid Heat Weld" SBS roofing membraner may be used ir! liet; C: " Ruberoid Mop" SBS products in any applicable Classification. • • • Class A • • • • Deck: C -15/32 Incline: 3 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite / isocyanurate composite, perlite/ urethane composite, wood fiber/ isocyanurate composite, phenolic, any thickness. Ply Sheet: Three or more layers Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ", hot mopped. Surfacing. Gravel. Deck: C -15/32 Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite / isocyanurate composite, perlite/ urethane composite, wood fiber / isocyanurate composite, phenolic, any thickness. Ply Sheet: Three or more layers Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Cap Sheet: One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet ". 3 Deck: NC Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite / isocyanurate composite, perlite/ urethane composite, wood fiber/ isocyanurate composite, phenolic, 2 in. max. Ply Sheet: Two or more layers Type Gl "GAFGLAS Ply 4" or "GAF- GLAS Ply 6 ". Cap Sheet One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet". 4 Deck: NC Incline: 1/2 Insulation: One or two layers "Isotherm R ", 4 in. max, hot mopped. Ply Sheet Any UL Classified gravel surfaced Class A asphalt glass fiber mat system. Deck: C -15/32 Incline: 1 Slip Sheet (Optional): Red rosin paper, nailed to deck. Base Sheet: One layer of Type G2 "GAFGLAS #75 Base Sheet" (may be nailed). Ply Sheet: One or more layers of Type G1 "GAFGLAS Ply 4" or GAFGLAS Ply 6 ". Cap Sheet: One layer of Type G -3 "GAFGLAS Mineral Surfaced Cap Sheet ". Deck: NC Incline: 3 Base Sheet: One layer of Type G2 "GAFGLAS #75 Base Sheet ". Ply Sheet One or more layers of Type 01 "GAFGLAS Ply 4" or GAFGLAS Ply 6 ". Cap Sheet One layer of Type G -3 "GAFGLAS Mineral Surfaced Cap Sheet ". Deck: C -15/32 Incline: 2 Insulation: One or more layers perlite, glass fiber;, isocyanurate, ure- thane, perlite / isocyanurate composite, perlite /urethane composite, phe- nolic, 1.0 in. min (offset from plywood joints 6 in.). Base Sheet One or more layers of Type Gl, G2 or G3. Membrane: One or more layers of " Ruberoid Torch" (smooth or granule), " Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Cap Sheet "GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped. ` J Deck: C -15/32 Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite / isocyanurate composite, perlite/ urethane composite, wood fiber / isocyanurate composite, phenolic, any thickness. Base Sheet: Two or more layers of Type G2 or 03. Ply Sheet (Optional): One or more layers of Type Gl. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), " Ruberoid Torch Plus" (granule), " Ruberoid Mop" (smooth or granule) or " Ruberoid Mop Plus" (granule): • • • ••• • • •• •• • • • • • • • • • • • ROOF COVERING MATERIALS (TEVT) • • • • • • • • • •Koofing Systems (TGFU)- Continued 173 • •Cap Sheet: '.C4(1FGLAS Mineral Surfaced Cap Sheet ", hot mopped. • • • • • • Class B • 1. Deck: • Cs15 ;32• • Incline: 3-1/2 • o •J sulahorri (dptional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber / isocyanurate composite, phenolic, any • • *thickness. • • Ity'.$Iteet'•Two or more layers of Type G1 "GAFGLAS Ply 4" or • • •'prGLAS icy 6" • • Gap•8t?eet• Type G3 "GAFGLAS Mineral Surfaced Cap Sheet", hot mopped. 2. Deck: C -15/32 Incline: 3 -1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite / isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Base Sheet Two or more layers of Type Gl, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), " Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or " Ruberoid Mop Plus" (granule). Cap Sheet "GAFGLAS Mineral Surfaced Cap Sheet", hot mopped. Class C 1. Deck: C -15132 Incline: 1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber/ isocyanurate composite, phenolic, any thickness. Ply Sheet Three or more layers of Type 01 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Surfacing: "Special Roofing Bitumen" 20 lbs /sq. COAL TAR FELT SYSTEMS WITH HOT ROOFING COAL TAR Class A 1. Deck: C -15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite; urethane composite, wood fiber/ isocyanurate composite, phenolic, any thickness. Ply Sheet Three or more layers of Type Gl "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ", hot mopped with coal tar bitumen. Surfacing: Gravel. COMBINATION HOT AND COLD SYSTEMS Class A 1. Deck: NC Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber or gl:&ss fiber, 2 in. max. Ply Sheet Three or more layers of Type GI "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Surfacing: Grundy Industries "al MB Aluminum Roof Coating" at 1 -1/2 gal /sq. 2. Deck: NC Incline: 1 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite / isocyanurate composite, perlite/ urethane composite, wood fiber/ isocyanurate composite, phenolic, any thickness. Ply Sheet Three or more layers of Type 01 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Surfacing: "Weather Coat Emulsion" at 3 gal /sq. 3. Deck: NC Incline: 1/2 Insulation: One or two layers "Isotherm R ", 4 in., hot mopped. Ply Sheet Any UL Classified gravel surfaced Class A asphalt glass fiber mat system. 4. Deck: NC Incline: 2 Insulation (Optional): Isocyanurate, perlite, isocyanurate /composite,. wood fiber and glass fiber, any thickness, mechanically fastened. Base Sheet One ply Type GVor G2, mechanically fastened or hot mopped. Ply Sheet One or more plies Type G1 or G2, adhered with hot roofing asphalt. Surfacing " GAF Premium Fibered Aluminum Roof Coating ", 1-1/2 -1 gal /sq or "GAF Weather Coat Emulsion", 3 gal /sq. 5. Deck: NC Incline: 1 Insulation (Optional): Perlite, glass fiber, polyisocyanurate, wood fiber, mechanically fastened, any thickness. LOOK FOR THE UL MARK ON PRODUCT • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • ••• • • • • ••• SECTION 1524 HIGH VELOCITY HURRICANE ZONM, REVUIRRD Q1JNER9 POTZFICATION FOR ROOFING :CMSIDER4TIOL'S• ; ; •• • • • • ••• ••• • • 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of the Florida Building Code, Building govern the mmir �umr equrem®r s eV standards of the industry for roofing system installations. Additionally, the following itesnIshoplc4b ;id jressec as part of the agreement between the and the contractor. The owner's initial in the adjacent box indtaates4that the item has been explained. _1. Aesthetics- Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) re for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. enailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed n accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Co • e1(The roof deck is usually concealed prior to removing the existing roof system). Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and /or owner should notify the occupants of adjacent units of roofing work to be performed. j/ 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be 'clewed' rom below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the 4,: f maintaining this appearance. f / . Ponding Water: The current roof system and /or deck of the building may not drain well and may use water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing ystem is removed. Ponding conditions should be corrected. 11/Ali Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not fiver oaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with e Florida Building Code, Plumbing. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of he structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. gcf, 3 1\1.F clot sf ,6i^ 044 Property Address Permit Number Rev:112012005,Computer Services, Building Department Contractor's Signature