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501 NE 102 St (9)WORK DESCRIPTION s l/ It A- r/A No, — Ma de// quare Ft. Sign PERMIT APPLICATION FOR MIAMI SHORES VILLAGE APPROVED: Zoning Mechanical - Job Address ca / /V /o .2 sr Tax Folio (I 3 2 0 4 Legal Description Owner/Lessee / Tenant B £4t AI D .f A .d L Master Permit # Owner's Address Sb ( ■t/E /o .2 S % Phone /OS — 7J' 5 / If/ Contracting Co. Q 03 — It10 t AD P•l Address f5OS Atie4e , 05 / Sh/t e, Qualifier V 4nit.GJ . D /-EA)Od f State # Architect/Engineer / Bonding Company Mortgagor My Commission Expires: e of owner and/or Condo President ate Notary as to Owner and/oi Con FEES: PERMIT 66' rEA,t a,cF 4 <JT /•✓O flo Municipal # 4 4M , COMMISSION # CC623698 im 0 � EXPIRES FEB 23.2001 ,� \ BONDED THROUGH "vOF}ti� MANIC BOWING CO.,INC. RADON t CAT11EPft. A. DUFFIN C.C.F. o rt 1 ,16 Historically Designated: Yes No SS# � Phone 7,c1--.1 / C ompe t e/K . 3 ,# pod o G C.S 7' Ins. Co. OW > lE Address Address Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL (OOFIN PAVING FENCE SIGN Z s'c o / -0.07" 3- is y / / ,If•rir re CJo,c 7 144o 1 4 w4 w � c o / ;C y _ & / -7.r 4 t 6 p /-(4 s' , ., F Estimated Cost (value) AO 9/ O . a°;.‘' / / WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO 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.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all 1. :m air •nstruction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, P i S, ROOFING . s d MECHANICAL WORK. 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. Furthermore, I authorize the above -named contractor to do the work stated. 440.44 eato-In,.... f Contractor or 0 - - Builder N• _' as to E on�ractor or Owner -B .• Id My Co -'. • ; iir�sASr lc.': A. DUFR J A' 000MMISS;ON t} CC623696 n EXPIRES FEB 23, 2001 ^�! • BONDED THROUGH ` .R 60/413usGC.O.Ma - 6° NOTARY °'-'— -- BOND Electrical Plumbing Engineering NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF 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: 2. Description of improvement: 3. Owner(s) name and address: jf . vdo•_ l 4. Sot 'u. E 1 o S L1I 0 Sti,40 rt,4.5 p 3 3 3 V nu-) PEA- Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: Db E,JDJ R-- 120E, M,'i . 3 • _A 1 L� ►L . • iN Yak OP PLOMOA, COUNTY OF f➢Alt n@r•y t' fER'tFy .a this 13 a fruo copy o¢ f'r g ►'p ► ; o:'i a on 1 day 09 Tj n. .1 f C A 0 1 5. Surety:(Payment bond required by owner from contractor, if any) Name and address: I I I I IN I I I I I lir( Amount of bond $ \ IV �CVu� 7. Persons within the State of Florida desig ted by Owner upon who or other documents may be served as provided by Section 713.13(1)(a)7., Florida Stat Name and address: 6. Lender's name and addre tfr It 32 ►° b 1 L b 60/ 'f 1/4e2 S i It" 93R334105 1993 JUL 09 14:29 Gs. 8. In addition to himself, Owner 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: 9. Expiration date of this Notice of Commenc ment: (the expiration date is 1 year from the date of recording unless a different date is specified) Sign ture,ot Owner Print Owners Name Sworn to and subscri Notary Public Print Notary's Name My Commission Expires: N• 4 VI ed before me this day of u ty Courts Prepared by: /// ci? gp.A.J Address: ��J A aPiieir4;''_3. ,! Q yi fl7 pr�S 7i 8O►:DEu TNROUGI I ARANDC BONDING CO,ANG. /3/4 - '23. 2 29? fie 12 to Contractor's Name: (Low Slope Application) t] (Asphalt/Fiberglass Shingles) Supplement No. 3 Fastener Type: •tnciudes Mortar and Adhesive Set Tile 5103 APPENDIX E SOUTH FLORIDA R1111.DINC CODE (REVISED 1994) Job Address: ROOF ❑ (Nail -On Tile) ❑ ( Meta) RoofsMood Shingles & Shakes) <( Mortar -Set Tile)' 0 (Other) 844P1= e- roofing 0 Recovering 0 Repair 0 Maintenance 0 New Roof JAL Total (ft') Master Permit No. Exposure Roof Area (� Sloped Roof B Arca(� i if category (Pct ASCE 7.88 table I ): _ Exposure category (per ASCE 7.88): (Drew details es needed) ROOF aEIGIIT AND SYSTEM DETAILS AAA r�W,wA y rerwe o ftAE. Are iVo »PE,d 6 ns �F Perimeter: 4(7' Corner: *rear pffscac X74 /a e s6N DETAIL 1 & 2 5101 -7 0. °F P ROOF PLAN ''» ri - 1' 1 .. I T ,...__ _ .. - 1•• 1 I I t ,, I ! 1 i. r I r. I �• 1 ` 1 ... I I� 1 , ( I i - t.1 ' 1:' 1 t 1 1 • 1, II: II I ( ( I 1 1• II __ i � l i l i _ t -- Supplement No. 3 DETAIL 3 SLOPED SYSTEM DESCRIPTION •rn [ AI CULATIONS q �3 M • 4• = MrI�LS_ PCA: (PmaxI: l2 x X (Aerodynamic Multiplier): • R) a 7 .y M •G." = M : PCA: 86.6/ (Pmax2:�03.' x X (Aerodynamic Multiplier): ) Mg: M y° = M � a4 PCA: 8G. � 1 • Z' ) - " ' 6 • r� (p f0�• x �. (Aerodynamic Multiplier): 5101 -8 SOUTH FLORIDA BUILDING CODE (REVISED 19941 "if of ,S Ke (/At . Co /o/t /445Wo / /F hn}e. ATTACHMENTS REQUIRED I) Fire Directory Listing Page 2) Dade County Product Control Notice of Acceptance-Cover Sheet a) Specific System Description b) Specific System Limitation c) General Limitations d) Applicable Detail Drawings 3) Municipal Permit Application 4) Other Component Approvals 2Ror.✓: /2'' /1004 of s i r 1.. June 11. 1998 Mr. Reese H. Moody Technical Services Manager 135 NW 20 Street Boca Raton, F133431 Re • 91- 1124.16 Monier Lifetile LLC Villa, Capri, & Ron Tiles Dear Mr. Moody: This is to inform you that the Notice of Proposed Action referenced above for o a r fo o NOA 95_ 0316.04 has been issued and sent to the Building Code and Product Review review on June 5, 1998. We expect that their review will be completed within 20 days, at which time the Notice of Acceptance (NOA) will be issued. e original By means of this letter we are extending the expiration of the above listed f review s evie time. Please expiration date of June 14, 1998 to July 31, 1998 to covet the committees attach a copy of this letter to the existing NOA's tit time of permitting. This letter expires July 31, 1998. We hope this addresses your concerns, should you require any further information on this maattct please feel free to contact this office. Raul Rodriguez Product Control Supervisor cc • C. Danger PE, Director MONIER LIFETILE 002 � u z xturUi_11Aiv uw1/L LUUN 1 Y. HLUkULfk METRO -DADE FLAGLER BUILDING CODE BUILDING I TRO DADE FLAGLER BUILDING 140 WEST FLAMER FLORIDA 3313 1563 (305) 375 -Z901 FAX (3a5) 375 -2903 PRODUCT CONTROL DIVISION (305) 975.2902 FAX (305) 371 -6339 PIAVDCNTarC 5 ENINDUSTRY198M3filerUfealco644C AIL T.innoilime1~1■4111111:lereara ' 4 %8:53 561 338 5391 06/12/98 FRI 15:44 FAX 561 338 5391 MONIER LIFETILE — . METRO DARE June 5, 1998 Re: Sincerely Mr. Reese H. Moody Technical Servises Manager l35 NW 20 Street Boca Raton, Fl 33431 Raul Rodriguez Product Control Supervisor cc C. Dengc PE, Director MEDITERRANEAN ROOF TILE - 305 ' (i d4b4 METROPOLITAN DADS COUNTY, FLORWA SRO -DADE FLAGLER BUILDING uUn,DIlVG CODE COMPLIANCE OFFICE METRO -DADS FLAOLER. B U I LD MG 140 WEST FLACLE.R. STRBET, SU11E 1603 MIAMI, FLORIDA 33130.1563 (305) 375 -2901 FAX (30S) 375 -29 PRODUCT CONTROL- DIVISION (305) 375 -2902 FAX (305) 3724339 97.1124. 9'7412 97- 1124.1 Monier Lifetile LLC "Flat Shake and Slate ", "Colonial and Sbingle Blend ", and "Sierra Shake" Tiles & Roll Tiles Mauler Lifetile LLC Villa, Espana lltissioa Roaring Tile Monier Lifetile)LLC "Passion S" and Dear Mr. Moody: f Proposed Action referenced above for the renewal of NOA s This is to inform you that the Notice o ? 131encl 95. 0316.01 Colonial Slate and Shingle late 95_0316.02 Sierra Shake and Super 95- 0316.03 Espana has been issued and Code and Product Review Committee for their final review on June 5, 1998. W e 1 be completed within 24 days, at which time the Notice of exp Building expect that their review vril Acceptance (NOA) will be issued. By the expiration of the above listed NOA' tcfr m t or iginal e a expiration means of this letter we are 98 toJuly 1998 to cover the committees fin attach a date this is June er to 1998 NOA's at time of permitting. attach a copy of t 1 This letter expires July 31, 19 We hope this addresses your concerns, should you require any further information on this matter p feel free to contact this oMce. _ 413 001 � ^i Your application for Product A Nail On Mortar or Adhesive under Chapter 8 of the Metrop Types of Construction, and co Redland Technologies, The C E,1g inPPring has been recommended for ac County, Florida under the spe on page 3. This approval shall not be vali reserves the right to secure th1 quality control testing. If this Compliance Office may revo applicant shall re- evaluate thi Code be enacted affecting thi the right to revoke this appro product or material fails to m such testing will be incurred Acceptance No.:95.0316.04 Expires :06/ /9 ME�pADE PRODUCT CONTROL Lifctile Corporation 200 Story Road Lake Wales FL 7tj•d THIS IS THE COVER This application for Product Code Compliance Departm County, Florida under the c Approved :0611419 3 n f p e y n E OF ACCEPTANCE 0632 of: le de County Code governing the use of Alternate Materials and described in the plans, specifications and calculations as submitted by: r Applied Engineering, Inc., and Atlanta Testing & by the Building Code Compliance office he be �� Dade ons ditions set forth on pages 2 et. seq. e expiration date stated below. The Office of Code Compliance t or 111ittc1 iai at anytime from a jobsito nr manufacturers plant for or material fails to perform in the approved manner, the Code fy, or suspend the use of such product or material South Fla lY . T h e t The material should any ammendments to t or material. The Building Code Compliance O lice reserves that s the Florida e is determined by the Building Building Code. The expense of Compliance equirements of the South n w anufacturel. ises No.: 94- 0914.2 Raul 1Zod'figuez Product Control Supervisor SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS UILUING CODE COMMITTEE al has been reviewed by the Metropolitan Dade County �n Building pprovcd by the Building Code Committee to be s set forth above. L661•SL•90 METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE SUITE F METRO -DADE FLAGLER BUILDING ' 140 WEST FLAGLER STREET MIAMI. FLORIDA 33130-1563 (305) 375.2901 FAX (305) 375 -2908 PRODUCT CONTROL SECTION (305) S FAX (305) 372.6339 anger, Director Building Code ComplianCe Dep Metropolitan Dade County h�ddn� �.t103 1Si3 Ni A ppl icant: Li fetile 200 Story Road Lake Wales, FL 33859 Category: a,(1b-_Gal ego Type: Sub - Type: Pre • =r Tile Nai o Con • r Lifetile is a memb California, Texas and Flo adhesive set applications. tile surface finished with 'cured' prior to shipping Lifetile's "Capri" Tile" 1 !t j =aka. Lifetile sells tile s pieces used for rake hip, r systems. Clashing systems profiles and form a part of Lifetile's "CapriTM Code requirements for co roof slope for Lifetile's " "Profile Drawing" section Tile" tile profile has bccn any consideration for ins calculations is noted in Ta T CONTROL NOTICE OF ACCEPTANCE ' OOFINC SYSTEM APPROVAL rtar Set/Adhesive Set Boral Group and is a national producer of extruded concrete tile in ifetile manufacturers concrete roof tile for nail -on, mortar set and is extruded under high pressure in individual molds with the exposed titious material colored with synthetic oxide additives. All tile is ve maximum strength. This Product Co .trol Ppnrnval relates to rofile. ' - f r 'Pr ria e 'r.d +c • a . l r f System Description trough local, wholesale distribution. All profiles have matching trim and valley terminations. Tile system accessories such as ventilation stops are also available. These accessories are manufactured for all • uct Control Approval. of tile has been tested in compliance with the South Florida Building ail -on, mortar set and adhesive set tile applications. The minimum ile" nail -on, mortar set or adhesive set tiles shall be 2 ": 12 ". See the pproval for the "Capri" Tile" profile drawing. The Lifetile "Capri' or both wind characteristics and static uplift performance, therefore. shall be done as a 'Moment Based System'. Data for attachment rough 4 of this approval. r + ntact: Dave Faulkner Technical Services Manager 200 Story Road P.O. Box 632 Lake Wales, FL 33859- -632 (813) 676 - 9405 L66i'SZ•99 2 Product Control No.: 9 5 - 0316.04 JUN 1 4 1995 JUN 1 4 1998 Approval Date: Expiration Date: AlddllS 1sH00 15H3 WO J !; (elf St •d Tile Profile Capri" Tile Battens Direct De 5.70 22.90 25.80 Direct Deck 6.55 49.10 47.10 Battens Direct Deck 34.80 35.50 Approved Nails nail 2 nails .10 1.80 7.10 21.90 Approved Screws' 1 screw 2 screws Approved Field Clip With: 1 nail 2 nails 24.20 24.30 Approved Eave Clip With: 1 nail 2 nails 22.10 19.00 Direct Deck 32.20 31.90 Capri" Tile Tile Profile Tile Profile Battens Capri" Tile 5.92 3":1 2" Di D Tile i Applicati l�;l��lllj • 31111 .. of th ' 1 • �� ; I - e 1: Aerodynamic Multipliers - X (ft') from PA 108 Testing (ft Batten. Application storing Moments clue to Gravity - M (ft-Ibf) from PA 102 Testing 4 " :12" ttens Direct Deck .82 6.69 0.27 5.56 X (ft3) Direct Deck Application 6 " :1 6.39 nt Resistance Expressed as a Moment - M (ft -Ibf) m PA 102 and PA 102(A) Testing' 5.41 7 ":12" or greater NJA Data noted in Table 3isf Approved scr ews are a Drawings' sec tions o unless the Required M o L£:SI L66t'SZ•90 DATA FOR ATTACHMENT CALCULATIONS Product Control No.: 95-0316.04 0.29 tion with a 3" tile headlap. in the 'Trade Names of • Products Manufactured By Others' and 'Profile al. Clips on eave tile are not required for this attachment configuration sistance exceeds the values noted above. 14 n Alddl_ 1s1:+oJ 1=M3 1,103 Table 3 -A: ` I. ent Resistance Expressed as a Moment - M, (ft-Ibf) from PA 102 Testing Tile Profile ( Tile Profile 1 Tile I Application Two (2) 10d x 3" long nails' Capri" Tile Capri' Tile I l Direct Deck New Construction (min. " /,;" plywood) 67.50 Adhesive Set 86.61 Direct Deck Recover /Reroof I (min. tb /, plywood) 43.00 Battens New Construction 50.90 Table 4: A' ac intent � I Resistance Expressed as a Moment - M, (ft -Ibf) from PA 101 Testing Tile Profile iI ji; Tile Application Attachment Resistance Capri' Tile I l Mortar Set 20.60 Adhesive Set 86.61 Tile installatio corrosion resi the head of thi unless the Re I 4" headlap using two (2) Approved 10d x 3" long polymer coated, ,tr ng shank nails installed in manufactured holes Located 2W from II lips on eave tile are not required for this attachment configuration oment of Resistance exceeds the values noted above. DATA FOR ATTACHMENT ,CALCULATIONS (CONTINUED) 15 Product Control No.: 95-0316,04 91 . 66i SZ 90 1"H3 ldiI.' PROFILE DRAWINGS •a t2:91 .166I 'SZ*90 C .■ n u e " 16 Product Control No.: 95-0 16,04 Ald.Jris 1s iSti3 1.10J 4.- 0.03 0 C.11' -4 I 1 ,1 ! ! • PROFILE DRAWINGS (CONTINUED) I i 11 ' N 1 Ii ! 0 131' : •••••---__. :--, • !; i' . iA A :1 .\ A /‘. A___ A A A. /‘ . i i 1 ., k \:- - ,--- - 2-. . 1 1.____ • ,..--- i 1 11! --- 12 ----. II , I ,7 :3 DIG. I A II ?On, .ED SCREW FOR SCREW DATA IN TABLE 3 11 I 0" Product Control No.: 95-0316.04 vzni b0'd • METRODADE 1. Extensions of Accep; data, test reports no of All reports of rc -test Florida. 2. Any revision or than e be cause for termination, 3. Any unsatisfactory p ;fo for re- evaluation. 4. This acceptance shallj>j7o4 5. The Notice of Accc Ita expiration date may displayed, thcn it shal bl 6. Product approval dra the manufacturer or I' not be re- scaled by an 7. Failure to comply wit This approval supersedes all, {OTJ� • QF ACCEPT6VCF.: STANQARD CONDITIOU I' n Ijimay be considered after a new application has been filed and the supporting e hrn tcn (10) years, have been re- evaluated. Is ter n � �If tl►1 + andard Conditions shall be cause for termination of the Approval. METROPOLITAN DADE COUNTY. FLORIDA METRO•DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE DEPARTMENT SUITE 1003 METRO.DADE FLAMER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130.1563 (305) 375.2901 FAX (305) 376.2900 11 bear the seal, signature and date of an engineer registered in the State of e materials, use, or manufacture of the product or process shall automatically ss prior approval is granted for revisions or change. cc of this product or process or a change in Code provisions shall be grounds sed as an endorsement of any product for sales or advertising purposes. umber preceded by the words Dade County, Florida, and followed by the aye(' in advertising literature. If any portion of the Notice of Acceptance is e in its entirety. ;vhere required for permit applications, shall be provided to the applicant by jbutors unless otherwise noted in the Notice of Acceptance. The prints need cr. _2:91 L66t'SZ'9O 18 M aul Rodriguez Product Control Supervisor r', 1ddil' 1sM00 1"H3 Wii:dd PRODUCT CONTROL NOTICE OF ACCEPTANCE GAF Materials Corporation 1361 Alps Road Wayne, NJ 07470 Your application for Product Approval of: GAF Ruberoid® Modifed Bitumen Roof Systems for Concrete decks under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Factory Mutual Research Corporation, Underwriters Laboratories, Inc., and Exterior Research & Design, LLC Trinity Engineering has been recommended for acceptance by the Building Code Compliance Office to be used in Dade County, Florida under the specific conditions set forth on pages 2 -61 and the standard conditions on page 62. This approval shall not be valid after the expiration date stated below. The Building Code Compliance Office reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Building Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The Building Code Compliance Office reserves the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. r, r ' ✓ r Acceptance No.: 97- 0804.16 ' Renews No.: 95- 0330.06 ' ' �l Expires: 11/06/00 Raul Rodriguez Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Office and approved by the Building Code Committee to be used in Dade County, Florida under the - conditions set forth above. n /f Approved: 11/06/97 1 Charles Danger, P.E. Director Building Code Compliance Dept. Metropolitan Dade County Applicant: GAF Materials Corporation 1361 Alps Road Wayne, NJ 07470 Category: Sub - Category: Type: Sub -Type: PRODUCT CONTROL NOTICE OF ACCEPTANCE ROOFING SYSTEM APPROVAL Membrane Roofing System Built -up Roofing Modified Bitumen APP and SBS System Description GAF Materials Corporation has been manufacturing commercial roofing products for more than 100 years. GAF produces a wide range of roof products for built -up roofing systems. The modified bitumen products include both APP and SBS products in smooth, granule and fire rated versions. In addition, GAF offers two ply modified systems to meet the specification requirements for multilayer SBS modified specifications. GAF products are distributed through a wide network of roofing wholesale distributors throughout the South Florida area. GAF provides warranted systems over various insulated and non - insulated substrates, copies of which can be obtained from GAF and can be found in the Ruberoid Modified Bitumen Application and Specification manual published annually. GAF roof system assemblies have been extensively tested at Factory Mutual Research Corporation and Underwriters Laboratories. GAF modified bitumen membranes have been tested in compliance with ASTM D 5147 test requirements. • Contact: William J. Woodring Director of Technical Services (973) 628- 4134 Page 2 of 62 Product Control No: 97- 0804.16 Product Control No.: 97 0804.16 Approval Date: November 6, 1997 Expiration Date: November 6, 2000 Frank Zuloaga, Roofing Product Control Examiner Insulation Types: Perlite Polyisocyanurate Composite Board Wood Fiberboard High Density Wood Fiberboard • Maximum Design Pressure Material Design Pressure Structural Concrete Deck -457.5 psf Maximum Fire Classification Material Classification Structural Concrete Deck Class 'A' Note: Fire classifications and maximum design pressures do not reference all assemblies over all deck types. Review system listings for design pressures and the Underwriters Laboratories Roofing Materials Directory for Fire Classifications. Page 3 of 62 Product Control No: 97- 0804.16 ran Zuloaga, Roofing Product Control Examiner GAF Asphalt Concrete Primer GAF Mineral Shield® Granules GAF WeatherCoat® Emulsion GAF Premium Fibered Aluminum Roof Coating GAF Jetblak All Weather Plastic Cement GAF Aluminum Emulsion GAF Aluminum Roof Paint GAF Built -Up Roofing Asphalt GAFGLAS® #75 GAFGLAS #80 Ultima" Base Sheet GAFGLAS Ply 6® GAFGLAS FlexPlyT""6 Product TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT Test Dimensions Specification 5, 55 gallons ASTM D 41 60 Ib. bags ASTM D 1863 5 gallons 1, 5 gallons ASTM D 2824 1, 5 gallons 5 gallons 5 gallons 100 Ib. cartons, bulk ASTM 1227 3 sq. roll ASTM D 4601 75 Ib. roll 2 Sq. Roll ASTM 04601 70 lbs. /rol I 5 sq. roll ASTM D 2178 45 lb. roll 5 sq. roll ASTM D 2178 45 Ib. roll i Product Control No: 97- 0804.16 Product Description Asphalt concrete primer used to promote adhesion of asphalt in built -up roofing. Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral Shield® Granules shall be used for flashing applications only. Surface coating for smooth surfaced roofs. Fibered aluminum coating. ASTM D 3019 Refined asphalt blended with a mineral ASTM D 3409 stabilizer and fibers. Permits adhesion to wet and dry surfaces. ASTM D2824, Type I ASTM D312, Tpyes I, II, 111 and IV Page 4 of 62 Mineral colloidial bituminous emulsion with reflective aluminum flakes Non - fibered. aluminum pigmented, asphalt roof coating Interply mopping and surfacing asphalt Asphalt impregnated and coated glass mat base sheet. Asphalt impregnated and coated, fiberglass base sheet Type VI asphalt impregnated glass felt with asphalt coating. Type VI a*Fi'I t g ass with asphalt oayrTr Frank Zuloaga, Roofing Product Control Examiner Product Ruberoid® Torch Smooth Ruberoid® Torch Plus (Granule) Ruberoid® Torch Granule Ruberoid® Torch FR Ruberoid® Mop Plus (Granule) Ruberoid® Mop FR Ruberoid® 20 Ruberoid® 30 Ruberoid® 30 FR Ruberoid® Mop 170 FR Vent Stacks (metal and plastic) Test Dimensions Specification 1 sq. roll 87 lbs. 'h sq. roll ASTM D 5147 93 Ib. roll 1 sq. roll ASTM D 5147 102 Ib. roll 3/4 sq. roll ASTM D 5147 90 lbs. 1 sq. roll 102 lbs. 1 sq. roll ASTM D 5147 105 lbs. 1.5 sq. roll 95 lbs. 1 sq. roll 92 lbs. 1 sq. roll 92 lbs. 1 sq. roll 103 lbs. ASTM D 5147 Page 8 of 62 Product Control No: 97 0804.16 Product Description Heavy duty, polyester reinforced, asphalt modified bitumen membrane. Heavy duty, polyester reinforced, asphalt modified bitumen membrane. Asphalt impregnated, coated felt, surfaced with mineral granules. Non -woven polyester mat coated with fire retardant polymer modified asphalt surfaced with mineral granules. ASTM D 5147 Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -woven polyester mat coated with fire- retardant, polymer modified asphalt surfaced with mineral granules. ASTM D 5147 SBS modified asphalt base sheet reinforce with a glass fiber mat. ASTM D 5147 Non woven fiberglass mat coated with polymer modified asphalt and surfaced with mineral granules. ASTM D 5147 Non woven fiberglass mat coated with fire retardant, polymer modified asphalt and surfaced with mineral granules. ASTM D 5147 Non -woven polyester mat coated with fire retardant polymer modified asphalt surfaced with mineral granules. PA 100(A) One way valve vent used to relieve ASTM D 1929 built -up pressure within the roof system. ASTM D 635 GAF Vent Stacks are available in metal or plastic. ran Zuloaga, Roofing Product Control Examiner Membrane Type: SBS Deck Type 3: Concrete Decks, Non - insulated, New Construction Deck Description: 2500 psi structural concrete or concrete plank System Type D(4): Base sheet adhered with approved asphalt. All General Limitations shall apply. Base Sheet: Ply Sheet: Membrane: Product Control No: 97- 0804.16 Install one ply of GAFGLAS® #75, GAFGLAS #80 UlltimaTM Base Sheet, GAFGLAS® PLY 4 ®, GAFGLAS® PLY 6 ®, GAFGLAS FIexPIy TM 6, RUBEROIDTM Modified Base Sheet or RUBEROID® 20 directly to the primed deck. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq.. (Optional) one or more plies of GAFGLAS® PLY 4® or GAFGLAS® PLY 6® or GAFGLAS FIexPIyTM 6 ply sheets adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq.. One or more plies ply of RUBEROID MOP Smooth, Ruberoid® Mop Granule, RUBEROID ULTRACLADTM, Ruberoid® Mop 170 FR, Ruberoid® Mop Plus Granule, Ruberoid® Mop FR, RUBEROID ULTRACLADTM , Ruberoid® 30 or Ruberoid® 30 FR adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq.. Surfacing: (Optional, required over RUBEROID MOP Smooth) Install one of the following: Maximum Design Pressure: Maximum Fire ' Classification Maximum Slope: Specification No.: 1. Gravel or slag applied at 400 lb./sq. and 300 lb. /sq. respectively in a flood coat of approved asphalt at 60 lb. /sq. 2. GAFGLAS Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq.. -457.5 psf Class 'A'; see General Limitation #2. 1:12; see General Limitation #3. Page 45 of 62 rank Zuloaga, Roofing Product Control Examiner Product Control No: 97- 0804.16 • GENERAL LINIITATIONS 1 All asphalt shall comply with ASTM D 312 type III or type IV requirements, and approved by applicant. 2 Fire ratings are determined by a combination of slope, deck type and assembly. Refer to current Underwriters Roofing Materials Directory or other fire testing data listed in the testing file. Fire ratings shall be in strict compliance with Sections 3401.5 and 3401.6 of the South Florida Building Code. 3 Maximum slope range shall vary for each system; consult current Underwriters Laboratories Roofing Materials Directory and manufacturer's specifications for compliance with design criteria for each project. 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 may 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 Ibsisq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf except where GAFGLAS® STRATAVENT® Perforated is used, the maximum design pressure is limited to — 90psf.. 5 All work shall be performed by a contractor licensed to do roofing work in Metro - Dade County. Contractor shall be familiar with the details and specifications published by the manufacturer, and the requirements of the SFBC. 6 The submission of system specifications and details shall accompany the Section II Building Code Permit. This information is available in the publications listed in the 'System Description' of this Product Control Approval. The submission of these documents; as well as the proper application and installation of all materials shall be the sole responsibility of the contractor. 7 Perimeter and corner areas shall comply with the enhanced uplift pressure of these areas, as calculated in compliance with Chapter 23 of the South Florida Building Code. Fastener densities shall be increase for both insulation and base sheet as needed calculated in compliance with Metro -Dade County Roofing Application Standard PA 117. (When this limitation is specifically referred within this NOA, General Limitation #20 will not be applicable.) Page 59 of 62 Fran uloaga, Roofing Product Control Examiner Product Control No: 97- 0804.16 8 All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform with Metro -Dade County Roofing Application Standard PA 111 and the wind load requirements of Chapter 23 of the South Florida Building Code. 9 Flashings shall be installed according to the manufacturers standard details, and may be applied in cold application adhesive, approved asphalt or may be applied in conjunction with an approved torch applied modified bitumen membrane. Specific details, approved by the manufacturer, shall be submitted with the Section II Permit Application. All details shall comply with the provision of the South Florida Building Code. 10 Fastener spacing for base sheet attachment is based on a Minimum Characteristic Force (F') value as tested in compliance with Metro -Dade County Protocol PA 105. If the fastener values as tested are below those listed in the System Limitations, a professional engineer may submit a revised fastener spacing utilizing the withdrawal resistance value taken from a Metro - Dade County Protocol PA 105 test report and calculations that comply with the wind load requirements of Chapter 23 of the South Florida Building Code and Roofing Application Standard PA 117. 11 Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as tested in compliance with PA 105. If the fastener value, as field tested, are below 275 lbf. insulation attachment shall not be acceptable. 12 Asphalt moppings shall be with applied with approved asphalt and shall be in compliance with equiviscous temperature (EVT) methods of asphalt determination. Asphalt containers or bulk tickets shall indicate an EVT, finished blowing temperature (FBT) and flash point. Asphalt types and temperature ranges shall be in compliance with Subsection 3403.4(a)(3) of the South Florida Building Code., 13 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. Refer to manufacturer's literature and/or the NRCA Roofing and Waterproofing Manual for correct application procedures of insulation panels in approved asphalt or adhesive, which shall comply with provision of Roofing Application Standard PA 117. 14 All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 15 In re- covery/re- roofing applications, prior to the application, all existing roof surfaces used as a bonding substrate shall be tested in compliance with Metro -Dade County Protocol PA 124 for uplift resistance. Test pressures shall be calculated in compliance � with _ the wind load requirements of Chapter 23 of the South Florida Building Code to th - - ; rir'essureiRf the roof. Page 60 of 62 uloaga, Roofing Product Control Examiner Product Control No: 97- 0804.16 16 In re- roofing applications, moisture content in an existing roof must be in compliance with Section 3401.10(m), (n) of the South Florida Building Code. 17 Roll good materials shall be stored on end and on a clean, flat and dry surface. 18 If required, any Factory Mutual Approved vapor barrier in conjunction with proprietary or approved adhesives may be used prior to the application of the insulation layer. 19 Consult current Underwriters Laboratories Directory for the appropriate coating for each roofing assembly to obtain the required fire rating. The assembly shall be installed in strict compliance with sections 3401.5 and 3401.6 of the South Florida Building Code for maximum fire classification. 20 The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and comers). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) Page 61 of 62 Zuloaga, Roofing Product Control Examiner GAF Materials Corporation 1361 Alps Road Wayne, NJ 07470 NOTICE OF ACCEPTANCE STANDARD CONDITIONS Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2 Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Metro-Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 1 3 Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4 Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5 Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process; b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6 The Notice of Acceptance number preceded by the words Metro-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7 A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all times. The copies need not be resealed by the engineer. 8 Failure to comply with any section of this Acceptance'shall be cause for termination and removal of Acceptance. 9 This Acceptance contains pages 1 through 62 END OF THIS ACCEPTANCE • Page 62 of 62 Product Control No: 97- 0804.16 ACCEPTANCE NO.: 97- 0804.16 APPROVED: November 6, 1997 EXPIRES: November 6, 2000 uloaga, Roofing Product Control Examiner at 1.75 nits). )lied at 1 t/2 gal /sq /2 gal /sq ied at 1.2 gal /sq (12 lied at 50 5 ", applied sq (16 dry died at 50 )0" Series, gal /sq (12 )lied at 50 )0" Series, dry mils). plied at 50 tied at 1.2 ls). • )plied at 1 died at 1.2 '. dry mils). r "Polyfoam. sus colors), plied 1 -1/4 , , applied at ry mils). r "Polyfoam 1 gal /sq/ 50 ", applied ROOF COVERING MATERIALS (TEVT) ROOFING SYSTEMS (TGFU) — Continued Foam: "Poly -Iso" or "Poly -Iso Special" with "Polyfoam 251" or "Polyfoam 303 ", 1 in. min. Base Coat One or two applications "Gacoflex UB- 7050 ", applied at 1 gal/sq/application or three applications, applied 1 -1/4 gal /sq /application (16 -32 dry mils). Surfacing: "Gacoflex UA -65" Series (various colors), applied 1 gal/sq (12 dry mils). 30. Deck: NC Incline: 1/2 Foam: "Poly -Iso" or "Poly -Iso Special" with "Polyfoam 251" or "Polyfoam 303 ", 1 in. min. Base Coat: One or two applications "Gacoflex UB- 7050 ", applied at 1 gal /sq /application or three applications, applied 1 -1/4 gal/sq/application (16 -32 dry mils). Surfadng: "Gacoflex UA -60" Series (various colors), applied 1 gal/sq (15 dry mils). 31. Deck: NC Incline: 2 Foam: "Poly -Iso" or "Poly -Iso Special" with "Polyfoam 251" or "Polyfoam 303 ", 1 in. min. Base Coat: "GacoSil 5- 1000 ", applied at 1 gat /sq (10 dry mils). Surfacing: "Gacoflex 5- 1000 ", applied at 1 gal /sq (10 dry mils). 32. Deck: NC Incline: 1 Foam: "Polyfoam 251" or "Polyfoam 303 ", any thickness. Surfadng: "Gacoflex Ure- Shield 7007 ", 40 dry mils. 33. Deck: NC Incline: 2 -1/2 Foam: "Polyfoam 275 ", any thickness. Base Coat: "Gacoflex A- 6211 ", 1 -1/2 gal /sq (14 dry mils). Surfacing: "Gacoflex A- 6200" series (various colors), 1 -1/2 gat /sq (14 dry mils). GAF MATERIALS CORP R1306 (N) 1361 ALPS RD, WAYNE N3 07470 ' RUBEROID 20" or "RUBEROID Modified Base Sheet" may be utilized as an alternate to Type G2 base sheets in any of the following Classifications. 1/2 in. thick (min) gypsum board or 1/4 in. thick (min) Georgia- Pacific 'Dens- fleck®" overlayment board may be used in any existing noncombustible deck Classification. When this is done, the resulting roofing system is acceptable for use over combustible (15/32 in. min) roof decks. The joints in the gypsum board and overlayment board are offset 6 in. with the joints in the deck. If polystyrene is part of the roof system, it must be placed below the overlayment board. ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Type G2 asphalt glass mat base sheet ( "GAFGLAS #75 Base Sheet") is a suitable alternate for Type 61 asphalt glass fiber ply sheet ( "GAFGLAS Ply 4" or GAFGLAS Ply 6 ") in the Class A, B or C roof systems indicated below. The roof deck may first be covered with a Type G2 asphalt glass mat base sheet "GAFGLAS Stratavent (Vent -Ply) perforated" or "GAFGLAS Stratavent (Vent -Ply) for nailable decks ". Perforated to be mopped and nailable to be oechanically attached granule side down. As an option Type G2 asphalt glass mat base sheet ( "GAFGLAS #75 Base Sheet" or "GAFGLAS Stratavent (Vent -Ply ) for nailable decks ") may be substituted for 11 asphalt glass fiber ply sheet ( "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ") as the railed base ply in the following systems. Bottom ply or base sheet may be solid mopped, spot mopped or mechanically fastened. Unless otherwise indicated, all insulations may be hot mopped or mechanically fastened. 'GAFGLAS Flashing" or "Ruberoid" may be used for flashing in any of the Class 14B or C systems listed below. When "perlite" is referenced, this includes "GAFTEMP PERMALITE®" or any other UL Classified perlite insulation. Crushed stone or slag are suitable alternates for gravel in any of the Class A, Bor C systems listed. Structural cement fiber building units are considered suitable to be included a s deck in the following Class A, B or C systems listed over C -15/32 or NC. sThe use of gypsum board under any of the following Class A, B or C systems not adversely effect the rating. The use of 1/2 in. min gypsum board is acceptable alternate for insulation over C -15/32 decks. The use of polystyrene insulation board between min 3/4 in. perlite board ad deck with rosin paper (perlite /rosin paper /polystyrene /perlite) is a ttitable alternate for isocyanurate" board in the following Class A, B or C ms. GAFTEMP Isotherm RA ", " GAFTEMP Tapered Isotherm RA" and "GAFTEMP kmposite A" may be substituted for any isocyanurate insulation in any of the 'rig Classifications. Class A, B and C. h lbt roofing asphalt, for use with organic and glass felts or modified bitumen rbranes. Class A 1 Deck: C -15/32 Incline: 3 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ LOOK FOR MARK ON PRODUCT ROOF COVERING MATERIALS (TEVT) 135 ROOFING SYSTEMS (TGFU) — Continued urethane composite, wood fiber/isocyanurate composite, phenolic, any thickness. Ply Sheet: Three or more layers Type 61 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ", hot mopped. Surfacing: Gravel. 2. 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 61 "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 61 "GAFGLAS Ply 4" or "GAFGLAS 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. 5. 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 61 "GAFGLAS Ply 4" or GAFGLAS Ply 6 ". Cap Sheet: One layer of Type G -3 "GAFGLAS Mineral Surfaced Cap Sheet ". 6. Deck: NC Incline: 3 Base Sheet: One layer of Type G2 "GAFGLAS #75 Base Sheet ". Ply Sheet: One or more layers of Type 61 "GAFGLAS Ply 4" or GAFGLAS Ply 6 ". Cap Sheet: One layer of Type G -3 "GAFGLAS Mineral Surfaced Cap Sheet ". 7. Deck: C -15/32 Incline: 2 Insulation: One or more layers perlite, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite /urethane composite, phenolic. 1.0 in. min (offset from plywood joints 6 in.). Base Sheet: One or more layers of Type 61, 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. 8. 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 G3. Ply Sheet (Optional): One or more layers of Type 61. 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 B 1. 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. Ply Sheet Two or more layers of Type 61 "GAFGLAS Ply 4" or "GAFGLAS Ply 6" Cap Sheet 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 61, 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 -15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ ROOFING SYSTEMS (TGFU)— Continued Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic. Base Sheet: Two or more layers of Type G2 or G3. Ply Sheet (Optional): One or more layers of Type 61. 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). Surfacing: Karnak No. 97, 1 -1/2 - 3 gal /sq or gravel. 8. Deck: NC Incline: 1/2 Insulation: One or more — Li - 0r perlite, glass fiber, 3/4 in. min, isocyanurate, urethane, perlite /isocyanurate composite, perlite /urethane composite, phenolic, 1 -1/2 in. min. Base Sheet (Optional): 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). Surfacing: "AL MB Aluminum Roof Coating" at 1 -2 gal /sq. 9. Deck: C -15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, glass fiber, 3/4 in. min, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, phenolic, 1 -1/2 in. min. Base Sheet: One or more layers of Type G2 "GAFGLAS #75 Base Sheet", hot mopped or mechanically fastened in place. Ply Sheet: One or more layers of Type 61 "GAFGLAS Ply 4 ", hot mopped in place. Membrane: "Ruberoid Mop FR" (granule). Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal /sq or GAF Weather Coat Emulsion at 3 gal /sq. 10. Deck: C -15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, glass fiber, 3/4 in. min, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, phenolic, 1 -1/2 in. min. Base Sheet: One or more layers of Type G2 "GAFGLAS #75 Base Sheet ", hot mopped or mechanically fastened in place. Ply Sheet: One or more layers of Type 61 "GAFGLAS Ply 4 ", or "GAFGLAS Ply 6" hot mopped in place. Membrane: "Ruberoid Torch FR" (granule). Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal /sq or GAF Weather Coat Emulsion at 3 gal /sq. 11. Deck C -15/32 Incline: 1/2 Insulation: Isocyanurate, 2 in. min., wood fiber, perlite or glass fiber, any thickness, hot mopped or mechanically fastened in place. Joints offset 6 in. Base Sheet: One or more layers of Type G2 "GAFGLAS #75 Base Sheet ", hot mopped or mechanically fastened in place. Ply Sheet (Optional): One or more layers of Type 61 "GAFGLAS Ply 4" or "Ply 6" hot mopped in place. Membrane: "Ruberoid Torch FR" (granule). Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal /sq or GAF Weather Coat Emulsion at' 3 gal /sq. 12. Deck: C -15/32 Incline: 1/2 Insulation (Optional): Isocyanurate, perlite or glass fiber, any thickness, hot mopped or mechanically fastened in place. Joints offset 6 in. Base Sheet: One or more layers of Type G2 "GAFGLAS #75 Base Sheet", hot mopped or mechanically fastened in place. Ply Sheet: One or more layers of Type 61 "GAFGLAS Ply 4" or "Ply 6 ", hot mopped in place. Membrane: "Ruberoid Torch FR" (granule). Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal /sq or GAF Weather Coat Emulsion at 3 gal /sq. 13. Deck: NC Incline: 1/2 Insulation (Optional): Isocyanurate, wood fiber board, perlite glass fiber, any thickness, hot mopped or mechanically fastened in place. Joints offset 6 in. Base Sheet: One or more layers of Type G2 "GAFGLAS #75 Base Sheet ", hot mopped in place. Ply Sheet (Optional): One or more layers of Type 61 "GAFGLAS Ply 4" or "Ply 6" hot mopped in place. Membrane: "Ruberoid Torch FR" (granule). Surfacing (Optional): "GAF Fibered Aluminum Coating" at 1 -1/2 gal /sq or GAF Weather Coat Emulsion at 3 gal /sq. 14. Deck: NC Incline: 1/2 Insulation (Optional): Isocyanurate, wood fiber board, perlite, glass fiber, any thickness, hot mopped or mechanically fastened in place. Joints offset 6 in. Base Sheet: One or more layers of "GAFGLAS #75 Base Sheet ", hot mopped in place. Ply Sheet (Optional): One or more layers of "GAF GLAS Ply 4" or "Ply 6" hot mopped in place. Membrane: "Ruberoid Torch FR" (granule). Surfacing (Optional): GAF Weather Coat Emulsion applied at 3 gal /sq or ROOF COVERING MATERIALS (TEVT) ROOF COVERING MATERIALS (TEVT) 137 ROOFING SYSTEMS (TGFU)— Continued GAF Fibered Aluminum Coating at 1 -1/2 gal /sq. 15. Deck: C- 15/32': Incline: 1/2 Insulation (Optional): Perlite, fiber glass, isocyanurate, urethane, perlite/ isocyanurate composite or phenolic. Base Sheet: One or more layers Type G2 or G3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): One or more layers Type 61, hot mopped in place. Membrane: "Ruberoid Mop FR" or "Ruberoid Mop 170 FR" (granule). 16. Deck: C -15/32 Incline: 1/2 Insulation (Optional): Perlite, fiber glass, isocyanurate, urethane, perlite/ isocyanurate composite or phenolic, offset 6 in. from joints. Base Sheet One or more layers of Type G -2 or G -3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): One or more layers of Type G -1, hot mopped in place. Membrane: One layer of "Ruberoid Torch" or "Ruberoid Mop" (smooth). Membrane: One layer of "Ruberoid Torch FR" or "Ruberoid Mop FR" (granule) Deck: NC Incline: 1 Insulation (Optional): Perlite, fiber glass, wood fiber, isocyanurate, urethane, perlite/isocyanurate composite or phenolic. Base Sheet: One or more layers Type G2 or G3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): One or more layers Type 61, hot mopped in place. Membrane: One layer of "Ruberoid Mop FR" or "Ruberoid Mop 170 FR" (granule). 18. Deck: NC Incline: 1/2 Insulation (Optional): Perlite, fiber glass, wood fiber, isocyanurate, urethane, perlite /isocyanurate composite or phenolic. Base Sheet (Optional): One or more layers of Type G -2 or G -3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): One or more layers of Type G -1, hot mopped in place. Membrane: One layer of "Ruberoid Torch" (smooth), "Ruberoid Mop" (smooth). Membrane: One layer of "Ruberoid Torch FR" (granule).. 19. Deck: NC Incline: 1/2 Insulation (Optional): One or more layers of perlite, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite or phenolic, any thickness. Base Sheet: One or more plies 61 or G2, hot mopped or adhered with Karnak Chemical Co. "No. 81" or Gibson -Homan "No. 6160" cold applied adhesive at 1 -1/2 gal /sq. Membrane: One layer of. "Ruberoid Mop FR" or "Ruberoid Mop 170 FR" (granule), hot mopped or adhered with Karnak Chemical Co. "No. 81" or Gibson -Homan "No. 6160" cold applied adhesive at 1 -1/2 gal /sq. 20. Deck: C -15/32 Incline: 1/4 Insulation: Polyisocyanurate, any thickness. Base Sheet: "GAFGLAS #75" (Type G2), mechanically attached. Membrane: One or more plies of "Rubberoid Torch (smooth). Membrane: "Ruberoid Torch FR" (granule). 21. Deck: C -15/32 Incline: 1/2 Insulation (Optional): Polyisocyanurate, wood fiber, perlite, glass fiber any thickness, hot mopped or mechanically fastened. Base Sheet: One or more plies of Type G2 "GAFGLAS #75" or "Ruberoid 20 FR" base sheets,. . hot mopped or mechanically fastened. Membrane: One or more plies of "Ruberoid 30 FR" hot mopped in place. 22. Deck: C -15/32 Incline: 1 Insulation (Optional): Polyisocyanurate, wood fiber, perlite, or glass fiber any thickness, hot mopped or mechanically fastened. Base Sheet: One or more plies of Type G2 "GAFGLAS #75" hot mopped or mechanically fastened. Ply Sheet: One or more plies of "Ruberoid 20" or "Ruberoid 20 FR ", hot mopped in place. Membrane: One or more plies of "Ruberoid 30 FR ", hot mopped in place. Class B -Fully Adhered 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. Base Sheet: Two or more layers of GAF G -1, G -2 or G -3 base sheet, hot mopped or mechanically fastened in place. 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). Surfacing: Karnak No. 97 applied at nom 1 -1/2 gal /sq. 2. 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. LOOK FOR MARK ON PRODUCT Test Location Uplift Pull Test (P or F) Test Location Uplift Pull Test (P or F) Test Location Uplift Pull Test (P or F) 1 .x.,10 26 Q 5Sv..'D S P rb 2 27 52 3 28 53 4 29 54 5 30 55 6 31 56 7 32 57 8 33 58 9 34 59 10 35 60 11 36 61 12 37 62 13 38 63 14 39 64 15 40 65 16 41 66 17 42 67 18 43 68 19 44 69 20 46 70 21 46 71 22 QA, 45 siD 47 48 72 73 23 24 49 74 25 50 75 �► Du Quesne & Associates, Inc. Consulting Engineers Testing Laboratory ON -SITE CONCENTRATED UPUFT LOAD TESTING OF ROOF TILE IN ACCORDANCE WITH METRO-DADE BUILDING CODE COMPLIANCE PROTOCOL PA 106 lob Address Sot OBI E (oz. ST.. Mt / M 1 51-1 e v_ S, ge Du Quesne, P.E. Engineer 24513 uesne & Associates, Inc. E.B. License #0005245 Lab Certification #94- 0318.01 SITE SPECIFIC INFORMATION TEST RESULTS P = PASS, F = FAIL SKETCH OF ROOF IN BACK UTR 14626 Environmental • Civil • Structural Building Inspection Services Owner's Name: \/I Permit #. 6 19 Roofing Contractor 0 8 M. 0.4 OUR. Roo F lNly Type of Tile: M0141 G'Z- ' VO L \ 1 ' 9164..1 S6 y Date Installed - 0 . 9 Approximate Roof Height: �_ feet Roof Pitch 3 '.1 Type of Access to Roof: Scaffolds X Ladder Other Approximate Square Footage of Roof . 2 2 -0 0 ft' Required Testing Force: 35 lbs. Testing Equipment: Chatillion DFIS 100 Date Tested* C t ' (5 • ct 0 IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL PA 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. THIS PA 106 TEST HAS BEEN PERFORMED IN FULL ACCORDANCE TO THE REQUIREMENTS OF DADE COUNTY, WITH NO DE a cl. G lease Note: This form is not Company logo appears in color (burgundy) 7821 S.W. 24th Street • Suite 104 • Miami, Florida 33155 • Telephone (305) 264 -1425 • Fax (305) 264 -1426 �9a KETCH OF ROOF J08 SHEET NO OF CALCULATED BY DATE CHECKED BY DATE SCALE NOTES* KETCH OF ROOF JOB 501 M 1C72.ST_ M• OzES. Ft . 2 OF SHEET NO CALCULATED BY DATE / ' (5 '-1e• CHECKED BY DATE SCALE �j ' 1! iii 1 iiii_'°"_1 bt r11 � l ■•mr ■■ r■■3� it ■■■ ..te.1 a:AWN ( NOTES. PERMIT APPLICATION FOR MUNICIPALITIES OF DADE COUNTY (OWNER TO RETAIN COPY) Job Address 501 N.E. 102 St. Legal Description 49 /3 Owner / Lessee / Tenant Daniel Owens Owner's Address Qualifier State# F1. Anthony Mansolillo PERMIT FEE: APPROVED: /2-AV ,M. 9; 501 N.E. 102 St. Contracting Co. Stanley Roofing Co. , Inc. Address 7070 S.W. 9 St. Competency # SS# C.C.0O39766 � tie'u "N Architect /Engineer Address Bonding Company Address Mortgagor Address President Fire ature Date: �/ Tax Folio // 28 / 7 Master Permit # jr2f7 phone phone Ins. Co. Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL PAVING FENCE SIGN WORK DESCRIPTION Repair to roof in back of garage. Remove tile and try to save tile. Remove roof felt and apply new felt & seal all joints. .Replace tile with cement. Ft. Estimated Cost 275.00 WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO 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). Application is hereby made to obtain a permit to do work and installation as indicated. I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING, and MECHANICAL work. 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. Fur ermore, I authorize the above -named contractor to do e work stated. Signature of Owner and /or Condo Date: 11 - y5'`i 4:4 Not y as to Owner and /o 1///40907 / o Mo President ary as toCon v'4Ota€�Pabil stow et My Commission Expires: My Commission Ex ptractor ires: My Commission ExplrasMay28,1994 * Bonded tju Mayner.sBonding lkgency Contractor or Owner-Builder Other Zoning Building ARA 4 Electrical Mechanical Plumbing Engineering 261 -1251 BUILDING ❑ ELECTRICAL ❑ PLUMBING ❑ ROOFING ❑ PERMIT Owner of Building 11 Z 2. .4 ' t. CONTRACTOR OR BUILDER MIAMI SHORES VILLAGE, FLORIDA DATE «.i - 1914 Architect Contractor or Builder Legal Description Lot N° 5236 Work to be performed under this Permit I Signed. Contractor's License No Subdi- vision • ri- Amount of Permit $ Address of '"* l Value of .� Building C' f vi .. l r / 0 } Project $ r a This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the applica- tion herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes respon- sibility for work done by his agents, servants or employees. INSPECTOR In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authoritie of Miami Shores Village. In ao cepting this permit I assume responsibility for all work done by eitheL myself, my agent, servant or employes. MIAMI SHORES VILLAGE, FLA. No — 4 " � JOB � f ADDRESS 5 4/ i', / ®a • INSPECTIONS - ' - /. �.: _ � ® a- 1 0 4141 s 3 1 i TIME READY A „5° - 4 — co 5939 REMARKS • INSPECTOR DATE Street and Number where work is to be done Disapproved ( Signed) MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT i Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Owner's Name and Address Registered Architect and /or Engineer Name and address of licensed contractor Location and legal description of lot to be built on: Lot Block Subdivision 2/ - , � -� 2 .2-�,1- State work to be done and purpose of building (by floors)_______ Date_ Date °° C4 ,19 No. N 5 15 / Street Aii• E•2O 2 - AQ- / L ,p- 4y ' , + - and for no other purpose. New Building Remodeling Addition Repairs No. of Stories' To be constructed of Kind of foundation RootC�overing Estimated Total cost of improvements $ / 765':- 1 Cl Amount of Permit $ d r Zone cubage required _Plan Cubage Distance to next nearest building _Size of Building Lot Maximum live load to be borne by each floor _ I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. /� Remarks (Signed)__ ____a ��"et STATE OF FLORIDA, COUNTY OF DADE. ss Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No.___ 2r3_�.r- Date C4- Read, Sworn to and Subscribed before me. Notary Public, State of Florida Building Inspector j My Commission Expires PL ING BOARD DATE Chairman Member Member Member Member _____ Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship.