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RF-09-887 Miami Shores Village x .g 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 N (4 Phone: (305)795 -2204, y Expiration: 11129 12009 P roject Address Parcel Number Applicant 1250 95 Street 1132060144070 Miami Shores, FL Block: Lot: DIANNE FISHER Ow ner Info rmation A ddress _ Phone Cell I DIANNE FISHER 1250 95 Street MIAMI FL 33138 -2550 Contractor(s) Phone Cell Phone Valuation: $ 3,000.00 COOL HAVEN INC (786)586 -1599 Total Sq Feet: 120 Type of Work: Re Roof For Inspections please call: Additional Info: FLAT ROOF (305)762 -4949 Classification: Residential Available Inspections: Inspection Type: Tin Cap Final Roof Roof Review Roof in Progress Renailing Affidavit Fees Due Amount Invoice # Total Amt Paid Amt Due CCF $ RF -5-09 -34931 $ 267.65 $ 50.00 Education Surcharge $0.60��" Permit Fee - New Roof $250.00 RF -5 -09 -34931 $ 267.65 $ 267.65 $ 0.00 Scanning Fee $9.00 Check #: 339 Submittal Fee $50.00 Submittal Reversal Fee ($50.00) Technology Fee $6.25 Total: $267.65 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore, I authorize the above -named contractor to do the work stated. June 17, 2009 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy June 17, 2009 1 Miami Shores Village Wlkr N I MAY 2 8 2009 Building Department t 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY:- - K -�+� = =. Tel: (305) 795.2204 Fax: (305) 755.8972 BUILDING Permit No. 9f Oc t -� PERMIT APPLICATION Master Permit No. FBC 200 Permit Type (circle): Building Rooms Owner's Name (Fee ` Simple Titleholder) C Phone # Owner's Address �,' F—j M�OL Mt SV16 M6 City State Zip m l3 Tenant/Lessee Name f r`t Phone # Job Addrew(wbae,dw work is being done) City Miami Shores Village Counnty� Miami -Dade , Zip FOLIO/ PARCEL# h Building Historically Designated YES NO Contractor's Company Name 1....-u0k kkL\i e V\ - Phone # ContrPlsw ' Address �✓ �v ,q� l/l^` City 1 State y j e 1 ' Zip "/ % L Qualifier Name WV v Phone # �V State Certificate or Registration No. `6 12 " _ Certificate of Competency No Architect/Engineer's Name (if applicable) Phone # Value of Work For this Per 't $ � t 5o n Square 1 Linear' Of Work: Type of Work-.V ❑Ad ition ❑Alteration' QNew epair �* ❑ Demolition M 1 VL s e�4 s Submittal Fee OD Permit Fee $ CCF $ Q C � Notary $ Training/Education Fee $ Technology Fee $ v cV Scanning $ Radon $ DPBR $ Zoning Q Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ (7C See Reverse side i i 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 th ork 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. d "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement' and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site, for the first inspection wVeda seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be app reinspection fee will be charged. Signatu Signature Contractor The foregoing instrument was acknowledged before me this who The foregoing instrument was acknowledged before �o me this 0 7 � day of , 20 , by flay of �/'l , 20 �, by �td�_i /f!/5 , who is persona y known to me or who has produced who is pers a or who has produced As identification and who did take an oath. as identification ake an oath. NOTARY PUBLIC: NOTARY PUBLIC: _ - .. AORBl �4! Vq ARE �J QHN �MM A4Y CpMMf xon f R Sign: i n:' ft Print: fl � nt. M Commission Expires: M Commission Ex ire . j Y P Zgl�q Y : P SAi,VA70 Co OJmF lnaml&n F1 PI $ZM APPLICATION APPROVED BY: Plans Examiner Engineer Zoning (Revised 07/10(07) �g Property Information Map Page I of I My Home Miami -Dade County, Florida MIAMI�DAI}E • �: � r Property Information Map Summary Details: olio No.: 11- 3206 - 014 -4070 ro ert : 1250 NE 95 ST ailing DIANNE O FISHER ddress: 1250 NE 95 ST MIAMI HORES FL 133 138-2550 Property Information: rimary Zone: 1400 SINGLE FAMILY RESIDENCE LUC: 0001 RESIDENTIAL - INGLE FAMILY eds/Baths: /5 lours: Li ving Units: 1 d' Sq Footage: 3,648 r Lot Size: 12,500 SQ FT Y ear Built: 1959 -6 53 42 MIAMI S HORES SEC 3 PB 10- Legal E4286-0505 W1/2 OF LOT 7 & Description: TS 8 & 9 BLK 85 LOT E IRREGULAR COC 02 2006 1 24286 -0505 0206 00 Sale Information: ale O /R: 4286 -0505 ale Date: 2006 ale Amount: 925,000 Digital Orthophotography - 2007 0 14 ft Assessment Information: EarketValue: 2008 2007 This map was created on 5/28/2009 2:44:23 PM for reference purposes only. $314,814 1836,520 441,975 Web Site ©2002 Miami -Dade County. All rights reserved. $394,545 394,54 $709,359 836,52 $709,359 Exemption Information: En dHome ste ad: 2008 2007 d _ $25,000 $25,000 YES NO $0 1 $50,000 Taxable Value Information: Y ear: 2008 2007 Applied Applied T axing Authority: Exemption/ Exemption/ Taxable Taxable Value: Value: R egional: $50,000/ $25,000/ $659,359 $811,520 C ounty: $50,0001 $75,000/ $659,359 $761,520 C ity: $50,000/ $25,000/ $659,359 $811,520 chool Board: $25,000/ $25,000/ $684,359 $811,520 http: / /gisims2. miamidade.gov /myhome /printmap. asp`? mapurl = http: / /gisims2.miamidade.go... 5/28/2009 i ROOF ASMAIR ES AND R 3TRUCT ttRIES Cr ar. Q U Florida Building Code Edition 2004 " LU L:J - Nigh-Vek>city Nurrk:ane Zone Uniform Permit 1 ��, LL ' Appilca0on For t , LL Section A (General Informations m. Master Permit No. ° C r Process No. :(r Contractor's Name Job Address L i� « C) y 3e_ —±'L —_ ROOF CATEGORY Lj ow Slope 13 Mechanically Fastened Ttle ❑ N r l �� or ld a 4 t Tile ;, L_ Shingles i�_ ❑ Asphaltic ❑ Metal Panel/Shingles ❑ N ood Si6ingles/Shakes Prescriptive BUR -RAS 150 ROOF TYPE ❑ New Roof Reroofing 13 Recovering ❑ Repair ;❑ Maintenance ROOF SYSTEM INFORMATION Low S rea (SF) Steep Sf Roof Area (SF) Qtai (S z-0 SeC tion 8 (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, Include dimensions of sections and levels, c = overtlow scuff gxws and overflow drains. parts iy.identify dimensions of elevated ores ;ure zones and location of z i I I S • •�`• • f j • • • • • • • • • • • • • • • • • • • • • • 15.32 FLORI M BUILDING CODE — BUILDING � w ' � + ._ —~ L� ° °° °°° '\L J / Deb ° ° ° ° °° ° ° ° ° °° °°°° °°° &Mk*8�n�m�w�� ° °° ° = ° ° ° °° °°° ° ° ° °°° ° ° ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2004 High - Velocity Hurricane Zone Uniform Permit Applicati Form. i � ctiOn C (Low Slope Application Surfacing: Fill in specific roof assembly components and identify manufacturer Fastener Spacing for Anchor /Base S eet'Attachment: (If a component is not used, identify as "NA ") Field: —t-" oc @ Lap, # Rows_" oc System Manufacturer:_f I �} � Perimeter: " oc @ Lap, # Rows " oc Product Approval No.: U _ Corner:" oc @ Lap, # Rows _ @ " oc Design Wind Pressures, From RAS 128 or Calculations: Number of Fastepa sulation oar : Pmaxi :"..1 q' Pmax2:_?�­b_ Pmax34t.�' C Field P f Corner Max. Design Pressure, from the spe ific Product Approval system Illustrate Compone ed and Details as Applicable: Deck: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Type:__ Continuous Cleat, Cant Strip, Base Flaking, Counter- Flashing, Coping, Etc. Gauge/Thickness: -- Indicate: Mean Roof Height, Parapet He}'ght, Height of Base Flashing, Component Material, Material TThickness, Fastener Slope: . -- l 1_ Type, Fastener Spacing or Submit Anchor /Base Sheet & No. of Ply(s): Anchor /Base Sheet Fasten /B onding Material: �0.� Insulation Base Layer: Base Insulation Size and Thickness:, - -- FT`. , Base Insulation Fastener /Bond' aterial: - — 1 Height Top Insulation Layer: ` t5 tl Top Insulation Size and Thickness: je 1 j FTi ' 2 1 Top Insulation Fastener /Bonding Mate i 111 Fj - -_ Mean Roof Base Sheet(s) & No. of Ply(s}: ( "J I Height B s eA4F;at er /� ondi i I: Ply SAeet (sr� Al �i�t v� I � I Ply. he F e r /Bvrxling rial: .. CZ t Top Ply: 1" i7 1e�� r7 ► " Top Pttj f ate / d t r i $t: FLORIDA BUILDING CODE — BUILDING i'7 �� 15.33 M 1 m D MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAG* BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1503 PRODUCT CONTROL DIVISION MIAMI, FL04IDA33130 -1553 (305) 375 -2901 FAQ (3a5) 3'75 -2908 NOTICE OF ACCEPTANCE NOA 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 conStr uction materials. The documentation submitted has been reviewed by the BCCO and accepted by the wilding Code and Product Review Committee to be used in Miami Bade 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 Dad County) reserve the right to have this product or material tested for quality assurance purposes. if ithis product or material fails to perform in the accepted Winer, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or mater al within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Mi #61-Dade County Product Control Division that this product or material fails to meet the requirem is of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida wilding Code and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Conventional Built -Up Roof System for Wood Deeks. LABELING: Each unit shall bear a permanent label with the manufacturer's name or loge, 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 ands theree has been no change in the applicable building code negatively affecting the performance of this prod►ict. TERMINATION of this NOA will occur after the expiration date or if there has been a revtsicn or change in the materials, use, and/or manufacture of the product or process. Misuse of this NG�A a s an endorsement of any product, for sales, advertising or any other purposes shall automatically ienn�nate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. i 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 .hall be available for inspection at the job site at the request of the Building Offi4ial. • niP? N renfn.P nS: evises NOA No. 03 -0501.05 and consists of pages 1 thro gh 19. .. q%e, JubvOtte4o ftoggation was reviewed by Jorge L. Acebo. • • • • • ! • NOA Not 0741219.09 Expiration Dote. 11/04/13 • Approval Dalte:', "W Pa9v I of 19 RooFmG SY STEM APPRovAL Category: Roofing Sub - Category: BUR Deck ' Ty Wood Maximum Design Pressure -75 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPIJCAlNT: TABLE 1 Test Product u Dimensions Specification Description ription Leak BusterTM MatrixTM 3, 5, 55 gallons ASTM D 41 Asphalt concrete primer used to promote 307 Premium Asphalt adhesion of asphalt in bull # -p roofing. Primer GAF Mineral ShieldTM 60 & 100 lb. bags ASTM D 1863 Granules for surfacing of exposed asphalt, Granules cold process cement or emulsion GAF Mineral ShieldTM Granules shall be used for flashing applications only. Leak BusterTM MatrixTM 5 gallons ASTM 1227 Surface coating for smooth surfaced roofs. 305 Fibered Asphalt Emulsion Leak BusterTM MatrixTM 1, 5 gallons ASTM D 2824 Fibered aluminum coating. 303 Premium Fibered Aluminum Roof Coating LeakBusterTM MatrixTM 55 gallons Elastomeric roof coating. 322 Elastomeric Roof Coating LeakBusterTM MatrixTM 55 gallons Asphalt emulsion fibered. Select Asphalt Emulsion Fibered 306 Leak BusterTM MatrixTM 1, 5 gallons ASTM D -4586 Refined asphalt blended with a mil eral 204 Wet/Dry Roof ASTM D-3409 stabilizer and fibers. Permits'adhesion to Cement wet and dry surfaces. RUBEROID Modified 5 gallons ASTM D 4586 Fiber reinforced, polymer modified Flashing Bitumen Flashing cement Cement .. 04B,psWu. M,pt4ej. 5 gallons ASTM D 4586 Asphalt flashing Cement : 201:PrbWiutn S$S : •Fleship��srn�nf �: '. • • GAFGLAe #75 39.37 wid$ meter) ASTM D 4601 Asphalt impregnated and coated glj sss mat 90 0 0 0 s base sheet. NOA No.: 0- 1219.09 •.• Expiration Date: j 11/NW G Approval bate: l 03/UM . . . s � 1111110 Page 2 of 19 Deck Type 1: Wood, Non - insulated Deck Description: 19 " p • isa or greater plywood or wood plank decks System Type E: Base sheet mechanically fastened. All General and System )[imitations shall'apply. Fire Barrier: FireOutTm Fire Barrier Coating, VersaShiele Non- Asphaltic Fiberglass -Based (optional) Underlayment or SecurockTM. Base sheet: GAFGLAS #80 ULTIMATM Base Sheet, STRATAVENT® EliininatorTM Nailable, RUBEROID Modified Base Sheet, RUBEROID 20, RUBtROID Heat- We1dTM Smooth or RUBEROID Heat- WaldTM 25 base sheet mechanically fastened to deck as described below; Fastening Options: GAFGLAe Ply 4, GAFGLAS Flex PIyTM 6, GAFGLAS #75 Base sheet or any of above Base sheets attached to deck with approved annular �' ng.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 Genera( Limitation #7) GAFGLAS4D Ply 4, GAFGLAS` Flex PIyTM 6, GAFGLAe #75 Base Sheet or any of above Base. sheets attached to deck with Drill -TecTM # 12 standard, # 14 or # 15 Screws and 3" Drill-TecTM steel plate or Drill -TmTM Accutracl Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are *ally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure -45 psf, See General Limitation #7) GAFGLAS Flex PIyTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tits asps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows O " o.6. in the field. (Maximum Design Pressure --52.5 psf, See General Limitation #j i GAFGLAS` #80ULTIMATM, RUBEROID ® 20, RUBEROID Smooth, base sheet attached to deck with approved l f" annular ring shank tpailsand inverted 3" steel plate at a fastener spacing of 9 o.c. at the 4" lap and in two rows staggered with a fastener spacing of 9" o.c. in the center of the membrane. (Maximum Design Pressure -60 psf, See General Limitation #7) , GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill - TecTM #12 standard, #14 or # 15 Screws and 3" Drill steel date or Drill - TecTM AccuTrac Plates, 12" o.c. in 4 rows. One row is in the !"side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure -6# psf, See General Limitation #7) Any of above Base sheets attached to deck approved annular ring shank hails andY' inverted Drill -TecTM insulation plates at a fastener spacing of 9" O.c. at e 4 lap staggered in two rows 9" in the field. (Maximum Design Pressure -60 psf, See General Limitation #?a NOA No.: 0-1219.09 Expiration Date; 11/W13 • Approval Date: K13J201U8 • • ltage �17 of 19 . . V: GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -Tee" #12 standard, #14 or # 15 Screws and 3" Drill -Tedm stael plate or Drill -TecTM AccuTrac Plates, 8" o.c. in 4 rows. One row is in the 2" fide lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design; Pressure -75 psf, See General Limitation #7� Ply Sheet: One or more plies of GAFGLAe PLY 4, #80 ULTIMA, RUBERO1DP 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 lbsJsq. Cap Sheet: (Optional) One ply of GAFGLA.S Mineral Surfaced Cap Sheet i GAFGLAS� EnergyCap m Mineral Surfaced Cap Sheet adherred in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq. Surfacing: (Optional, required if RUBEROID MOP Smooth or RUBEROID`aj 20 is top membrane) Install one of the following: 1. Gravel or slag applied at 4001bs. /sq. and 300 lbsJsq. respectively in a flood coat of approved asphalt at 60 lbsJsq. or applied in a flood coat of Leak BusterTM MatrixTM 103 Cold Process Adhesive applied at a rate of 3 galJsq. 2. GAFGLAS Mineral Surfaces Cap Sheet, GAFGLAS' Energy Cap Mineral Surfaced Capsheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -44 lbs.Isq. 3. Leak BusterTm MatrixTM 303 Premium Fibered Aluminum Roof Coatng.at 1.5 galJsq. 4. Leak Bustefrm Matrikrm 715, Leak BusterTM MatrixT* 3�2, TOPCOAT MB +, TOPCOAT FireshieId Elastomeric Roofing Membrane, applied at 1 to 1.5 galJsq. 5. Leak BusterTM MatrixTM 602 MB Xtra Elastomeric Roofing Membrane, EnergyCote® roof coating applied at 1 to 1.5 VJJsq. 6. TOPCOAT* Surface Seal, TOPCOAT Fireshield S$ Solvent based Elastomeric Roofing Membrane applied at Ito 15 gal. /sq 7. Advance Green Technologies Photovoltaic Laminate! solar energy collector auxiliary roof equipment installed in compliance with manufacturer's specifications and applicable Building Codes. Maximum Design Pressure: See Fastening Above' i Y NOA N%: 01 - 1219.09 :. • TV Expiration *te. l 11/84/13 . M : Approval Data: 03120/08 1'age�is of 19 . • . WOOD DECK SYSTEM Lmr ATtoNS: 1 A slip sheet is required with PIy 4 and Flex P1ym 6 when used as a mechanically fastan�d b> se or anchor i sheet. 2. Minimum %." Dens DeckTm or h" Type X gypsum board is acceptable to be installed idi over the wood deck. GENERAL LIIVHTATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing M I itedds Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in comp ' ince with Product Control Approval guidelines. All other layers shall be adhered in a full moppin of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq., or mechanically using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in app ved asphalt, panel size shall be 4' x 4' maximum. i 4. An overlay and/or recovery board insulation panel is required on all applications aver lose d cell foam insulations when the base sheet is fully mopped. If no recovery board is used the s4ed shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or mopped 8" ribbons in three rows, one at each sidelap and one down the center -of the sheet all 8 a ' continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be p Dvery 12' in each ribbon to allow cross ventilation. 'Asphalt application of either system shall be at a ini uum rate of 12 lbsJsq. Note: Spat attached systems shall be limited to a maximum design of - 45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force vi lue of 275 lb£, as tested in compliance with Testing Application Standard TAS 105. If the i as field - tested, are below 275 lb£ insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/ban sheet or membrane attachme is I mood on a minimum fastener resistance value in conjunction with the maximum design value listed ith a specific system. Should the fastener resistance be loss than that required, as determined by the Bu 'ldi Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, re itect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in mp H ance with Roofing Application Standard RAS 117' 7. Perimeter and corner areas shall comply with the enhanced uplift pressure reluiremen of ese areas. Fastener densities shall be increased for both insulation and base sheet as calculated in nt Hance with Roofing Application Standard RAS 117, Calculations prepared, signed and sealed by a F registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When station is speefflw ly referred within this NOA, General Limitation #t9 wiII not be appli bI ) S. All attachment and sizing of perimeter milers, metal profile, and/or flashing termination shall conform with Roofing Application Standard RAS 111 and applicable wind load ts. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure (i.e. field, perimeters, and comers). Neither rational analysis, nor extrapolation shall be permitted fo enhanced fastening at enhanced pressure zones (i.e perimeters, extended corners and corners). (Wh lhdtatian is spedfieally referred within thU NOA, General Limitation #7 will not be pp le.) + 10.. All products listed herein shall have a quality assurance audit in accordance with the Florida II ii1ding • (*; #jd f41e;94 -'xl of the Florida Administrative Code. •. °:::::: •: '. END OF THIS ACCEPTANCE 1 • • • • NOA No : O' 1219.09 : • : :: Txpiratiion te: 1 1/04/13 • • • •, • ••. • Approval e2 OWWW P 19 of 19 O V . ...... . .... .... . . .... . t Page 2 of The use jof gypsum board under any of the following Class A, B or C systems does not advetsdy efff a the rating. The use of yrin. gypsum Ibhar is an acceptable alternate for insulation over C.15/32 decks. tTMnimum Th,, P'Aysry insulation DGard between minimum JA - in. thick perk!? boars and deck Paper /p /perilte) Is a suitable alter witfi rosin paper (perlite /rosin rnate for isocyanurate board in the following Class A, 6 or r systems. i "Energyquardl RA' or 'Tapered Ener any oft a folipwing Classifications. 9YGuard RA or - 1 ."YGuard COmposrte RA may be st►bsblnted for any Alias poiyrsocYanurate msutataon a ntminclt "i grr,tr rgol may b� utilized wits; any Of the lolkrwrnq - Asl;half Felt Systems will( Nat Roofing t.stNn�tt" j GAFGLAd 980" Premium Base Sheet may be used in any of the following sYStems. "GAFGLA� Fle> ply 6" is a suitable aftemate to 'C',ArGl.A , Ply 6 ". "Cnrrrnn a ° '�::atttL s:.:,v2r GLif l'U slay UPS - used in lom of any perlitt ,insulation in any of the following 14C Classifications. lisle. ^,s of l'vii�a_ indicated, any of the "Asphalt Pelt S ystems with Hot Rowing Asphalt" may b surfaced with "Firnshleld MB" at 7.5 - 3.0 gal /sq. Class A, 8 and C Hot roofini aspiaaft, for use with organic and glass felts or modified bitumen' membranes. i "Ruberoid'HeatWelrh" SBS roaring membrane may be used in lieu of "Ra berdid Mop" S8S product, in any applicable Classification. i G9ass A I. Deck: at -1$/32 Incline: 3 layers pe In ' uJa . — )' One or more riite, wood fiber, gloss fiber, Pe ite/uulon (Optional): composite, wood f1berl ,urethane, perfite / isocyanurate composite, PI She{mt: — Three or more plies T ' "G A G L composite, phenolic, any dirduiesns cirp9:. - Gravel. Yoe GI 'GAFGt f� pfY q" or GA �;t nc Piv 6 hot jted _ i 2. Deck: C 15/412 Incline: 2 Ins�lhtibn (opttonaQ: —One or more is rs -pert is /u�r{tethane composite, wood fiber /f ' wood fiber, glass fiber, fsocyattterate, urethane, pertfteJfsocyanurate composite, Ply �She$t: — Three or more lies T G, _G uG L composit P e, any thickness. . Cap i Shut —.One t T Type G3 APGUI Ply 4" or Ply W. o Y - Type G3 "GAFGLAS Mineral Surfaced Coo Sh"r. f ' 3. Deck: N Andme: 2 Ins A m ti n {optional): —One or ore W peril e ee ane C /u thane cott►postte, wood nber/isocy yers n •wood fiber, glass fiber, isocyanurate, urethane, perlite/isotyanurate com Ply h or more Plies T site, pihenolk, 2-4n. maxtngrm, osite, p Cap ype GI GAFGLAS Ply 4" or "GAFQAS ply 6% » -- One Ply Type G3 "GAFGLAS M loeral Surfaced Cap Sheet' . 4. deck: NC Indhm: 1/2 Inxu atioa .' — One or two layers 'isotherm It', Ply Shee Any UL Classified gravel surfaced ass�A asphalt gl i 9�SS fiber mat sysb— S. Deck: C-15/32 Iodine: 1 Slip S t1(Ciptional): — Red rosin Paper, >�ed bo deck. • • J'" It e+at ,a Ole r P . l , Y w 'ePe G2 'GAFGtAS X75 ease Sheet" (may be nalted). • S • II pt Plies Type Gl'GAFG(AS Ply 4" or GAFGLAS ply 6 • • • • 0 * * 1yi.YPe G3 'GAFGtAS l4fneraf Surfaced Cap Sheet`. t Incline: 3 • • • Base *.t e One^^ TY8%G2 "GAFM. S 975 Base Sheet ". i 0 • i fly S� t { • 'ne Or rim � 0,�.• Type Gl "G ' YPAFGLAS Ply 4 or "GAFGLAS My 6 ". • • • • • • A i!� i' 1'i, � *P� i l • 3 "GAFGIAS Mineral Surfaced Cap Sheet ". i i 1.44.0. liana.••{ • • , • ••, •o. , Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INS P - 115263 Permit Number: RF -5 -09 -887 Scheduled Inspection Date: July 07 2009 Permit Type: Roof Inspector: Bruhn, Norman Inspection Type: Final Roof Owner: FISHER, DIANNE Work Classification: Flat Job Address: 1250 NE 95 Street Miami Shores, FL Phone Number Parcel Number 113206014407 Project: <NONE> Contractor: COOL HAVEN INC Phone: (786)586 -1599 Building Department Comments RE ROOF FLAT PORTION ONLY Inspector Comments Passed z P Failed Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- nspection fee is paid. h . h .,, a ,,,,, For Inspections please call: (305)762 -4949 Inspection Worksheet Miami Shores Village un am 10050 N.E. 2nd Avenue Miami Shores, FL D LO Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 11526'1' Permit Number: RF -5 -09 -887 Scheduled Inspection Date: June 26, 2009 Permit Type: Roof Inspector: Rodriguez, Jorge Inspection Type: Tin Cap Owner: FISHER, DIANNE Work Classification: Flat Job Address: 1250 NE 95 Street Miami Shores, FL Phone Number Parcel Number 1132060144070 Project: <NONE> Contractor: COOL HAVEN INC Phone: (786)586 -1599 Building Department Comments RE ROOF FLAT PORTION ONLY Infractlo Passed Comments TIN CAP SPACEING False Inspector Comments Passed Failed Correction ❑ Needed Re- inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. - 3nnn For Inspections please call: (305)762 -4949 0 ,,,,,, , „ F 4 ,,