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RF-07-1136Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756 8 7 U = tl 'V.O �� M Permit No.1�� 1` BUILDING PERMIT APPLICATION FBC 2004 :0 2007 Master Permit No. Permit Type (circle): Building Electrical Plumbing Mechanical Owner's Name (Fee Simple Titleholder) Marcene Schafer Phone # ( 3 0 5) 7 5 8 - 2 8 3 7 Owner's Address 381 N.E. 98 Street City Miami Shnrs Tenant/Lessee Name State Florida Zip 33138 Phone # Job Address (where the work is being done) 3 81 N . E . 9 8 Street City Miami Shores Village County . Miami -Dade Zip 3 31 3 8 FOLIO / PARCEL # 11- 3206- 013 -5650 Is Building Historically Designated YES NO X Contractor's Company Name Quality Roofi ng Contractors _ 'Phone# ( 305) 751 -0382 Contractor's Address 13800 N . W . 1st Miami City Mi am i State Fla Qualifier Name Carlos Arocho State Certificate or Registration No. RC 0.0 5 8 6 2 7 Zip 33168 Phone# (305) 710 -4600 Certificate of Competency No. 000017889 Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ 7, 000.00 Square / Linear Footage Of Work: 9 0 0 s g f Type of Work: ['Addition ['Alteration ONew ® Repair/Replace Describe Work: Reroof to a new flat mineral cap sheet roof. D Demolition * * * ** * * * * * * ** ** * * * * * * ** * * ** * * * * * *** Fees* * **** * * * * ** ***** * * ** * * * *** * ** *,r** ** ** *** Submittal Fee $ Permit Fee $ 5 7) � ` CCF $ 420 CO /CC tS Notary $ Training/Education Fee $ Scanning $ 00 Radon $ DPBR $ Zoning $ ), Bond $ Code Enforcement $ Double Fee $-'' Structural Review. $ Total Fee Now Due $ ��� .815 {' 4 See Reverse side. le40 Technology Fee $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage r'qmN a (' s � gable) Mortgage • nder's Address 6 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: Asa condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. The foregoing instrument was acknowledged before me this 3 00 day of 2009 , by fee.A who is personally knownio me or who has produced As identification and who did take an oath. NOTARY PUBL'IC: o _E `` \•• ' L"i � ,fiORYp0,, • . B ff • / • 0 tobe43'. ' Sign: o s • - Print: S #Op •© m t f:'' My Commission Expires: '• 4• 0,m `� :'¥ *** * * * * * * * * * * * * * * ** * *** *** * * * * * * ** *fie * * * **�kA�� Y�'�Y ©�.. i�tlF 9r�tr� �ttt!il1111i1,N-0 Signature Contractor The foregoing instrument was acknowledged before me this 3 O day of M.c j ,200 ?,by e®$Io3 fr@cL', who is personally knomtame or who has produced as identification • , who did take an oath. APPLICATION APPROVED BY: (Revised 02/08/06) NOTARY PUBLIC: My Commission Expires: 1167 AN*/ i Mi t1& e. �Q �i 2• cif o • p =-G • •Q �1 °� goo ' :m= 1 o f o: s s, d 11,,,,, Q© ,$,-- •• �\ e Plans Examiner Engineer Zoning NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. 1 1 -3206-013-5650 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. 1111111111111111111111111111111111111111111 11 CFH 2007R0!593323 OR Bk 25698 Ps 4557; (113s) RECORDED 06/13/2007 11:22:34 HARVEY RUVIHr CLERK OF COURT I1IAt1I -DARE COUNTY? FLORIDA LAST PAGE 1. Legal description of property and street/address: 38 f• N _ E . 98 S (-rePi- Miami Shores, FL 33138 2. Description of improvement: Reroof to a new flat cap sheet roof . 3. Owner(s) name and address: Marcene Schafer Interest in property: Owner 381 N.E. 98 Street Miami Shores, FL 33138 Name and address of fee simple titleholder: N/A 4. Contractor's name and address: Quality Rnnfi ng Coni- rartors.., 13800 N W 1 Avenue Miami, 5. Surety: (Payment bond required by owner from cont : dicir,Of alm9}19DA, COUNT Q 1 HEREBY CERTIF •ti,at this is a t Name and address: N A Amount of bond $ 00 6. Lender's name and address: Tn _ FT. 33168 �u.4DE pyofthe LPN; 7. Persons within the state of Florida designated by Owne provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: N/A hom 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) . Signature of Owner / Print Owner's Name /9 fE E Sworn to and subscribed before me this 3 0 day of Notary Public Print Notary's Name My commission expires: Prepared by-rarlas Aracho- iilmNo 007, Quality Roofing Contractor r,, ''cptA sip••.L,fA Address: 13 8 0 0 N. W. 1 Avenue x /4 '�tio ber fa yt •;L� �; • Miami, FL 33168 i►. wm• 29A X41 •*.. $ .O '•Ali �G� i Q' `� r, G .;ICU .• O�� 123.01 -52 PAGE 4 5/05 • • ••• • • • • • ••• ;p,pp py5 • • •• • • • • • • •• •• • • • f:.i • • • • • • • • • • • • • • f� • • ••• • • • • ••• Y: ft SECTION 1524 HIGH VELOCITY HURRICANE ZONES f2VpIRED•0YUt1 €RS t eiiFt4A' cQ it RftmaNS: • ::. • •••• • •• • ••• • • 1524.1 As it pertains to this section, it is the responsibility of the roofing contracf with the • required roofing permit, and to explain to the owner the content of this section. f/ on :i# Oth er 15 of the Florida Building Code, Building govern the minds uriti re iRertaeet9 India e- d s for roofing n tt'y 9 system installations. Additionally, the following items sh ®utd be:aidiessed as pa t agreement between the owner and the contractor. The owner's initial in the adjacent boxindic ates4hat the item has been explained. 1. Aesthetics- Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) e 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. 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in - cordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). `f It 3. 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 shout notify the occupants of adjacent units of roofing work to be performed. _4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be view d from 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 o•ti•q of maintaining this appearance. I 5. Ponding Water: The current roof system and /or deck of the building may not drain well and may se 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 roofi is system is removed. Ponding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded 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 th - 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. al= 4.6/ wner's /Agent's Signature 3V-( o L F_ . c (5J-Y Property Address Date Permit Number Rev:1 12012005,Computer Services, Building Department Contractor's Signature SUBJECT TO COMPLIA E WITH ALL FEDERAL TATE AND COUNTY RULES AND REGULATIONS http://www.miamid de.gov/building/roofing_permiting/permit_appse... • • 0 0 0 • • • 0 • • •• 1• • • • •S •• • • • • • • • • • • • • • • *0 0 • • • • • ••• • • • • ••• High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI-DADE COUNTY BUILDING DEPARTMENT ELECTONIC ¢PINCATIObl<fAllt> • • • • • • • • • • IP VI 11, vir ••• 11. • • • • • • • • • • • • • • • • • • • • Section A (General Infbritation) " Master Permit No. Process No. •0 • • • •• 1 • • 0* • • • • • • • • • • 0 • 0 • • • • • 0 • Contractor's Name: :J4132kordrbga: : Quality Roofing Contractors, Inc. 13$1 A.E.99$ Street Roof Category Low Slope El Mechanically Fastened Tile El Mortar/Adhesive Set Tile Asphaltic Shingles E Metal Panel/Shingles LI Prescriptive BUR-RAS 150 El Other:1 Roof Type Wood Shingles/Shakes El New Roof Ell Re-Roofing El Recovering El Repair E Maintenance Are there Gas Vent Stacks located on the roof? 11] Yes MI No If yes, what type? LI Natural El LPGX Roof System Information Low slope roof area (ft.2)1900sqft. Steep Sloped area (ft.2)INI/A Total (ft.2) 900sqft. 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'): 1 of 2 5/31/2007 10:20 AM http:// www. miamidade. gov/ building /roofingj,ermiting/section_c 4_2... • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • . •. _.._ •_••• •.. •_.•.,_ • -•.•• High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDINGIEPAIRTNI NRELE ROIIIC APPLICATION • • •• • • • • • • • • • • • • •• • ••• • • • ••• • • Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Tenminations /Stripp iNiFIash ipgi Goroitiveroupeleat, 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 ;V:65.1 e.:0' 5w of 1 4 3 *3 e' (, y' Page 3a PerapetWa11 Height Pin- Ft Mean Roof Height )/' Ft. 2/1/2007 11:28 AM http: / /www.miamidade.gov/ building /roofing_permiting/section c 4 %... • • ••• • • • • • • • • • • • •• • • • • • • .•• ,•s_ •• •• • • High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE. COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION< font> -l__. _ __. ...... _...... ... ......•. •• •._ ... .• __... _ •- ••• _._ ... • • •• • • • • • • • • Section C (Low $•oped Poef Srystemm • Fill in the specific roof assembly components. If a component is not required, insert not applicable (N /A) in the text box. Roof System Manufacturer: Jaf Materials Corp. NOA No: 103 -0501.05 System Type:'Buiit -Up Wind Uplift Pressures, From RAS 128 or Sealed Calculations: (P1) Field: I -49.5 psf (P2) Perimeters: 1 -85.6 psf (P3) Comers: I -52.5 psf Maximum Design Pressure, From the Specific NOA System: 1 -52.5 psf Deck type: 1" x 6" T & G * These decks require a fastener pull test by an approved test laboratory Other Deck Type: IN /A Deck Support Spacing: IN /A Slope• 1" :12 Fire or Vapor Barrier. IN /A Anchor/Base Sheet & No. of Ply(s): IN /A Anchor /Base Sheet Fastener /Bonding Material: IN /A Insulation Base Layer Size & Thickness: IN /A Insulation Base Layer Fastener/Bonding Material: IN /A Insulation Top Layer Size & Thickness: IN /A Insulation Top Layer Fastener/Bonding Material: IN /A Wood Nailer: IN /A Wood Nailer Fastener Type and Spacing: IN /A 1 of 1 •. • • • •• ••• •• • • • • • • • • • •• • • • •.• •• Base • Sheets) • & No. of Ply(s): 175 Glas Base Sheet Base Sheet Fastener/Bonding Material: 11 1/4" R/S Nails Ply Sheet(s) & No. of Ply(s): IGaf Gla Ply 4 Ply Sheet Fastener/Bonding Material: f Type III mopping asphalt Top Ply: IGafglas Mineral Cap Sheet Top Ply Fastening/Bonding Material: 1Type III mopping asphalt Surfacing: rN /A Single Ply membrane: IN /A Single Ply Sheet Width: JN /A 1/2 sheet width: N/A No. of Single Ply 1/2 sheets: N/A Single Ply Membrane Fastening/Bonding Material: IN /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: 2. Perimeter. 3. Comers: " o/c @ laps & " o/c @ laps & " o/c @ laps & rows @ rows @ rows @ NUMBER OF FASTENERS PER INSULATION BOARD Field: N/A Perimeter: N/A Comer: NIA Fastener Type : 1 1/" R.S. Nails Alternate Fastener: IN /A Page 3 11/15/2006 1:36 PM MI ®AQE • • •• • • • • • • • • • • • BUILDING CODE COMPLIANCE OFFICE (BCCO1 • • • • • PRODUCT CONTROL DIVISION • • • • • • • • • • • • • • • • NOTICE OF ACCEPTANCE (NOA) ••• • • • ••• • • • •• •• • • • • • • • • • ••• • • • • • • • ••• • • • • • • • • • • • • • • • • • •• • • • ••• • • ••• MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING • • .14V"3TEST 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 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 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 4102- 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: Wood, Non - insulated 19 • • • •• ••• ••• e Deck Description: / " bt g�e$tet pl)w404 of w&3d pp* decks 32 • • • • • • • • • • • • ••• • • • System Type E (1): Base sheet mechanically fastened. All General and System Limitatiion$ l ap�y, • •• • • Base sheet: GAFGI?S'1tg0 CT1iimiTM • e S11eet, STRATAVENT® Fliminator 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 #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 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 52.5 psf, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill-Tec (GAFTPTE) #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 (GAFT1TE) 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 (GAPTTTE) #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 -75 psf, See General Limitation #7) Ply Sheet: One or more plies of GAFGLAS® PLY 4 ®, GAFGLAS® PLY 6® ply sheet, NO 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. Cap Sheet: (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 20-40 lbs./sq. NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10/23/03 Page 18 of 21 Surfacing: Maximum Design Pressure: See Fastening Above • • • •• •• • • • • • , • • • • • • • • • • ••• • • •• • • • • • • • • • ••• • • • • • • • • • • • • • ••• (Required if no cap sheet is used) Install one of the following: 1. GAF Special Roe% itug n; vii i ant.agplicatton rate of 20 lbsfsq with an application rate of g41./s4; Or QAF VCE4,INER COAT® Emulsion (Matrix 305 Fiberrd Emulsion) w$ii'an application rate of 3 gal./sq.; or GAF Premium Fibered Aluminum Roof Coating (Matrix System Pro Aluminum Roof Coating Fiberr3Q 1; with Wap¢Eieatk if rate of 1.5 gal./sq. 2. Asphalt flood coat at an applatioorate'of 6utbsfsq. t 20%; plus gravel or slag with an applic !t on'ate of 4001bMg. 8C 300 lbs.sq., 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. NOA No: 03- 0501.05 Expiration Date: 11/04/08 Approval Date:10/23/03 Page 19of21 ••• • • • ••• • • • • •• •• • • • •• •• • • • • • • • • • • • • • ••• • • • • • • • • • • • ••• • • • • ••• • • WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is requires} vititlygly 4 4iitcl J x Pl h n used as a mechanically fastened base or • • • • • • • • •• • anchor sheet. • • • • • • • • • • • • • 2. Minimum 1 /a" Dens Deck:or WType eyesum board qs' acceptable to be installed directly over the wood deck. •• ••• ••• • • • • .• •. GENERAL LIMITATION!• • :: •:::: • • • • • • • • • • • • • 1. Fire classification is not part' of acceppauce,'refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each 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 refe ed within this NOA, General Limitation #9 will not be applicable.) 8. All - g - hment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall ' onform with Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The • " 11 II 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 s vve (ivy. II 1II(M t erttMLo #411,4U a 1 t CM, Ultitti I UtjY ROOF COVERING MATERIALS (TEVT) Roofing Systems (TGFU)— Continued • • •• •• • • • • • • • • • GAFGLAS #80 Premium Base Sheet may be used in any of the following . " GAFglas Flex Ply 6" is a suitable alternate to "GAFglas Ply 6 ". • • •• "GAFTEMP Permalite Recover Board" may be used in lieu of an}; 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 modified bitu i in • membranes. "Ruberoid Heat Weld" SBS roofing membraner may be used in lietl49f '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 PIy 6 ". Cap Sheet: One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet ". 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 G1 "GAFGLAS PIy 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. 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 GI "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 G1 "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) o: "Ruberoid Mop Plus" (granule). Cap Sheet: "GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped. 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 Gl. ti 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): ••• • • • ••• • • • •• •• • e w.; : • : RDOF COVERING MATERIALS (TENT) • • • • • • • • • • • • itoonng Systems (TGFU)— Continued • Cap•Sheet: 'GAtcleAS Mineral Stbfaced Cap Sheet ", hot mopped. • • • • • • • • • • Class B 1 . i)eclat C -15/32 • • Incline: 3-1/2 **Inflation (Optional): One or more layers perlite, wood fiber, glas fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite urethane composite, wood fiber /isocyanurate composite, phenolic, an • • thickness • • • • ljr 41te:t• Neil or more layers of Type G1 "GAFGLAS Ply 4" o F ,PEAS Ply 6. '173 $ y • • Capp ,hc4t• TjtiSe G3 "GAFGLAS Mineral Surfaced Cap Sheet ", ho mopped. 2. Deck C -15/32 Incline: 3-1/2 Insulation (Optional): One or more layers perlite, wood fiber, ,lass 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 o granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth o granule) or "Ruberoid Mop Plus" (granule). Cap Sheet: "GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped. Class C 1. Deck: C -I5/32 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 G1 "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, periitei urethane composite, wood fiber/ isocyanurate composite, phenolic, any thickness. Ply Sheet Three or more layers of Type Gi "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 glass 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 Root 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 GI "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. Decic: NC Incline: 2 Insulation (Optional): Isocyanurate, perlite, isocyanurate /composite,. wood fiber and glass fiber, arty thickness, mechanically fastened. Base Sheet One ply Type G1"or G2, mechanically fastened or hot mopped. Ply Sheet One or more plies Type Gl or G2, adhered with hot roofing asphalt. Surfacing: "GAF Premium Fibered Aluminum Roof Coating ", 1-1/2 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. r LOOK FOR THE UL MARK ON PRODUCT mmomEwmiii JUN 1 9 2009 fJ QUALITY ROOFING CONTRACTOR, ING: 13800 N.W 1' AVENUE MIAMI, FLORIDA 33168 TEL: (305) 953 -3333 FAX: (305) 953 -3833 Village of Miami Shores 10051 N.E. 2nd Avenue Miami Shores, Florida 33138 June 19, 2009 Reference: Permit # RF -7 -1136 381 N.E. 98 STREET MIAMI SHORES, FLORIDA 33138 This job was cancelled by the property owner and flat roof work was never done. If there is any further information needed please feel free to contact me. Sincerely, Carlos Arocho President Nfr COPY Building Dept Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Ttel: (305) 7952204 Fax: (305) 7568 72 a: e) 0161 ,`r BUILDING `. .) Permit NAT ' ttV0 PERMIT APPLICATION FBC 2004 Master Permit No. Permit Type (circle): Building Eiectrical Plumbing Mechanical Owner's Name (Fee Simple Titleholder) Marcene Schafer Phone # Owner's Address 381 I.E. 98 `Street (305) 758-2837 City Miami Shores State. Florida ZiP 331.38 Tenant/Lessee Name Phone # Job Address (where: the work is being donee) 3 $1 N . E . 98 Street . umoo City Miami Shores Vill a County - Miami: Dade Zip 3 313 8 • FOLIO / PARCEL # 11- 3206 -013 -5650 Is Building Historically Designated YES NO X Contractor's Company Name Quest. y Roof nq c'nni- rartors ,Phone# Contractor's Address 13 800 N. W. 1st Miami City • ami State Fla QualifierName Carlos Arocho State Certificate or Registration No. RC 0 0 5`8 6 2 7 (305) 751 -0382 Zip 13 Phone# (305) 710 -4600 Certificate of Competency No. 00 0 0178 89 Architect/Engineer's Name (if applicable) Phone # Value of Work For dais Permit $ 7. 0 0 0.0 0 Square / Linear Footage Of Work: 9 0 0 sr/ f t _ Type of Work: []Addition `Alteration Describe Work: Reroof to. a new flat :❑New NI Repair/Replace j] Demolition mineral cap sheet roof. ** * * *** * * * * * * * * *** * * * * * **** * *** *** Submittal Fee $ PermiitFee $ Notary $ Training/Education Fee $ * *F* Scanning $ .00 Ration $ Bond $ Code Enforcement$ Structural Review. $ * * * *** * * *** * * *** * * * * * * * * *** * ** CCF $ 4.20 // CO/CC Technology Fee $ fp. 2S DPBR $ Zoning $ Double Fee $ CtZ33 7 Total Fee Now Due $ 2(01 .� �j . 14 See Reverse side