The URL can be used to link to this page

1294 NE 96 St (4)• PERMIT APPLICATION FOR MIAMI SHORES VIL • 1 10050 N.E. 2nd Avenu Miami 33138 • Phone: 305- 795 -2204 • Date 51 6) Job Address !a / �{ 7 Pr ( , Tax Folio Legal Description Historically Designated: Yes No Owner /Lessee/Tenet Owner's Address Contracting Co. Qualifier State # Co I ii3n 6 IF THERE IS NO PERMIT PACKAGE ACCESSIBLE ON THE JOB SITE FOR INSPECTORS TO VERIFY, THERE WILL BE NO INSPECTION. RE- INSPECTION FEE IS $50.00 AND MUST BE PAID IN ADVANCE BEFORE CALLING FOR ANOTHER INSPECTION. Permit Type (circle one): WORK DESCRIPTION: Square Ft. ettd 10)-9s/ NI 96 06.111 46(A)ovA Municipal # BUILDING ELECTRICAL PLUMBING MECHANICAL bc.ciy uf nteJ--1 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 ANY 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 laws regulating construction in this jurisdiction. I understand that separate permits are required for all disciplines. 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. Furthermore, I authorize the above named contractor to dot work stated. Signature of ownF and/or Condo President APPROVED: 7 Zoning + Building Mechanical Date Notary as to Owner �1�4Ggndo l3° 4 n r ' tait n DD 014872 Expir My Commission Ex ;;, ''o:Com sto 'a? ires April 2.2005 7 ;;;4)...'", 4 ‘•:..7A; Bonded'fhm �ryF Atlantic Bond Co •:Ine. a' FEES: PERMIT 1)0 ® RADON C.C.F Date Phone 3V6 - 7b 7-2-k /L Estimated Cost (value) Notary as t a' r4`,t My Comn§?iii W �aiui� O ` w NOTARY RECEIVED A d*V 14200 F x: 305-756-897 (1 g 9 q Master Permit # Phone YYYY Address Competency # 00 (94 Ins. Co. {J,6 gel 4040 - a) re of Contractor or Owner Builder SactirarBuillart emission # DD 014872 Expires April 2, 200S4 Bonded Thra Atlantic Bonding CO., Lb 617/ 3 ate 5 /0_3 Date BOND v TOTAL DUE Electrical Plumbing Structural Engineer SECTION 1524 11 VELOCITY IIUPX'..I ANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIERATIONS 1524.1 As it pertains to this section, it is the res 1orisibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. _1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are 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 accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zone$) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system): 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring unity (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can he viewed 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 option of maintaining this appearance. Lt 5. Ponding Water: The current roof system and/or deck of the building may not drain well and may cause 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 e ?ipectancy and performance of the new roofing system. Ponding conditions may not be evident until the odiginal roofing system is removed. Ponding conditions should be corrected. 6. Overflow scuppers (wall outlets): Tt is required that rainwater flow off so that the roof is not \erloaded 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 the Florida Building Code, Plumbing. 7. 'Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the 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. Owner' : Agent' Signat C: woe. 1, 0 ic,Vinoe`LOCALS- INT∎mp\SECTIOS 137LJ.w z. a. • High Velocity Hurricane Zone Uniform Permit Application Form Section A (Generql Information) • Master Permit No. Process No. Contractor's Name rv,iEtt/0f)c- 4su Job Address /aZ9 t AlE 57Tl.LGr ROOF CATEGORY Er Low Slope ❑ Asphaltic Shingles ❑ Prescriptive BUR -RAS 150 ROOF TYPE ❑ New Roof 11 Re- Roofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) 598 5"98 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. II ; • ❑ Mechanically Fastened Tile ❑ Mortar /Adhesive Set Tile ❑ Metal Panel /Shingles ❑ Wood Shingles /Shakes • 1 - �I I • I ` 1 -_ _ .I t - 1 1 j i 1 1 i i ∎ • . ■ I 1_I 1 • , -1 . i •1111 ..� _ - Vii::._: ' ' _'_ : 1 _!._' _�- -! :__1 _:_!L' i ' ' -1 _l_ 1 1i i_ ff11 i I1 1 1 1 ,. ... 1 1 ( -, i i 1 . i 1: 1_ ( 1 1 1:' 1, ` LI 1 ^ 1 1 1- ■ - -- -1 : _ . j1 1 i - I Fj - I - 1 . ' F j 1 -[Ti ' r' : _ 1_111:11 ` I I r! _L 1 _ � -1 _ L _ 1 _f I 1 1 • _; . I _ _ i ...; • 1 ..i 1 1 : 1 ....1._.... . . ^1 .1 1 .1.1=1 E '' - { .l ! .t -� ^ -1 ! ' . :_.i..: . 1 - 1 i. i • ' - -' • 1 ! • • ' ± I . I : 1 i 1 ' . - 1 . i ` � - i • i:, : � ,; I I i 4 .1 I i :1 1 1 1. 1 ; .1 _ ," ' .l. 1 I '. 1 t .1_ 1 1 _ _ ; i- -r • ,-- . - - .. 1 -1- -, i: 1 I r ? !_ I _ 1 :. 1 .-•- . - L:... 1 l . • - I- - ; FILL: ^ 1 - j 'r. _I,i_. :_1 `• - - ! _L - ; _ 1 --!• ' --: -' ..i- - -- 1 Li I- I.• ! ' L -.- 1 1 i :..-1-1 1 . . 1 1 I l ' • _L. � � '.....1 ! ' _I i� F I .,1..:..r i -..: . ' . 1 ': - - 1 1 1 1 ; 1 i i I . 1 ' I _ - 1_11 j . 1 _ 1 - r. -I I _I_ ,... 1•^ • , 1 , •--: � _ 1 ' -' .._ 1 : - _�._h —.-_ _ . 1 . i_ _ C _. --i - -- - -; - - --1 • ' . !- - -- - � 1 - 1 1 L _ -L ._ - - - - 1 ._ � . 7 ice-- - --- l ._ -! .L! _' _..... L —. ! . _• !. • _ - -- -•- - _ • -- • _ • -- .._.'_ - -- I- _._..........- • Section C (Lc.w Sloped Roof.System) Fill in Specific Roof Assembly Components and Identify Manufacturer (If a component is not used, Identify as "NA') System Manufacturer: 6 j' NOA No.: Design Wind Pressures, From RAS 128 or Calculations: Pmaxl: S Pmax2: X13 Pmax3: /i/' 5 Max. Design Pressure, From the Specific NOP. System: 57. 5 Deck: Type: P/y u4tre_ Gauge/Thickness: Slope: �Cdi High Velocity Hurricane Zone Uniform Permit Application Form • Anchor /Base Sheet & No, of Ply(s): N( Anchor /Base Sheet F�slener /Bonding Material: Insulation Base Layer: Base Insulation Size and Thickness: e4.ff 7r Base Sheet(s) & No. of Ply(s): s� She -1 Faste .(/ . 4 Top Ply Fastener/ Bonding Material: Surfacing: G<< %5 2 �v< -c ( P: 87 3 ft �3 Base Insulation Fastener`` Bonding Material: Top Insulation Layer: Top Insulation Size and Thickness: Top Insulation F, s ner /Bonding Material: er Bonding Material: y PIy Sheet(s) & No. of Ply(s) 2- L.f. rr)/ C PIy Sheet Fastener/B9nding Material: Top Ply: "'if._,€'a//) A A ✓S1 Fastener Spacing for Anchor /Base Sh Attachment Field: l ' oc @ Lap, # Rows 02 @ J ' oc Perimeter: ' oc @ Lap, # Rows 3 @ " oc Corner: 1p - oc @ Lap, # Rows 3 @ G " oc Number of Fasteners Per Insulation Board V Nrsig4%. At7, Field Perimeter Corner Illustrate Components Noted and Details as Applicable; Woodbldcking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- Flashing, 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. ..- CW.E4 Cqr1F,e iz csiei cC --.' - 4 At✓,v F 'N6t /o, .N .,Mf4$ 444 d/�c,�o FI.4f #//Y' N fig .¢a' /,; re N 1 -/ 'o,O 4 G.4C 7.1 TiN64/0 ? 0 .4 Pf beGayrsmy ZviVE 3 / piz izt 3 FT. Parapet Heiaht ` /f c s , , 'N4fggi ' 1d al< /5 Mean • Roof Height M IA M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 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 Ruberoid® Modified Bitumen Roof System for Wood Decks. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. • TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and /or manufacture of the product or process. Misuse of this NOA as an endorsement of any product; for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. NOA consists of pages 1 through 33. The submitted documentation was reviewed by Frank Zuloaga, RRC. NOA No: 02- 0408.10 Expiration Date: 11/06/03 Approval Date: 05/23/02 Page 1 of 33 ROOFING SYSTEM APPROVAL Roofing SBS /APP, Modified Bitumen Wood -75 psf See General Limitation #1 Category: Sub - Category: Deck Type: Maximum Design Pressure Fire Classification: TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Product GAF Asphalt Concrete Primer (MatrixTM 307 Primer) GAF Mineral Shield® Granules GAF WeatherCoat® Emulsion (MatrixTM Fibered 305 Emulsion) GAF Premium Fibered Aluminum Roof Coating (MatrixTM System Pro Aluminum Roof Coating Fibered 301) GAF Jetblack All Weather Plastic Cement (MatrixTM Standard Wet/Dry Roof Cement 204) GAFGLAS #75® GAFGLAS #80 UltimaTM Base Sheet GAFGLAS Flex PIyTM 6 GAFGLAS Ply 4® GAFGLAS ®Mineral Surfaced Cap Sheet GAFGLAS® STRATAVENT® Eliminator Perforated Dimensions 5, 55 gallons 60 lb. Bags 100 lb. bags 5 gallons 1, 5 gallons 1, 5 gallons 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide Test Specification ASTM D 41 ASTM D 1863 ASTM 1227 ASTM D 2824 ASTM D 3019 ASTM D 3409 ASTM D 4601 ASTM D4601 ASTM D 2178 ASTM D 2178 ASTM D 3909 ASTM D3672 ASTM D 4897 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. Refined asphalt blended with a mineral stabilizer and fibers. Permits adhesion to wet and dry surfaces. 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 IV asphalt impregnated glass felt with asphalt coating. Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. Fiberglass base sheet coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating with factory perforations. NOA No: 02- 0408.10 Expiration Date: 11/06/03 Approval Date: 05/23/02 Page 2 of 33 Membrane Type: Deck Type 1: Deck Description: Ply Sheet: Base sheet: Fastening Options: BS Cold Applied Wood, Non - insulated New Construction or Reroof 19/ or greater plywood or wood plank decks System Type E (1): Base sheet mechanically fastened to roof deck. All General and System Limitations shall apply. GAFGLAS #80 UltimaTM Base Sheet, STRATAVENT® Eliminator Perforated Nailable, RUBEROID Modified Base Sheet, RUBEROID® 20, RUBEROID SBS Heat- We1dTM Smooth or RUBEROID SBS Heat -Weld 25 base sheet mechanically fastened to deck as described below; GAFGLAS® Ply 4 ®, GAFGLAS Flex PIyTM 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 PIyTM 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 PIyTM 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 (GAFTITE) #12 or #14 Screws and 3" Plates, 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —60 psf, See General Limitation #7) Any of above Base sheets attached to deck approved annular ring shank nails and 3" inverted Drill -Tec (GAFTITE) insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure — 60 psf, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -Tec (GAFTITE) #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) (Optional) One or more plies GAFGLAS PLY 4 ®, GAFGLAS Flex Ply 6, GAFGLAS #80, RUBEROID MOP Smooth or RUBEROID 20 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: 02- 0408.10 Expiration Date: 11/06/03 ,Approval Date: 05/23/02 Page 27 of 33 Membrane: One or more plies of RUBEROID MOP Smooth, Ruberoid® Mop 170 FR, Ruberoid® Mop Granule, Ruberoid® Mop Plus Granule, Ruberoid® 20, Ruberoid® 30 or Ruberoid® 30 FR or Ruberoid® Mop FR or RUBEROID UltraCladTM SBS in adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq. Or, One or more plies of RUBEROID MOP Smooth, RUBEROID® Mop Granule, RUBEROID® Mop 170 FR, RUBEROID® Mop Plus Granule, Ruberoid® 20, RUBEROID® 30, RUBEROID® 30 FR or RUBEROID® Mop FR or RUBEROID UltraCladTM SBS in RUBEROID Modified Bitumen Adhesive at an application rate of 1 -2 gal. /sq. Surfacing: (Optional, required if RUBEROID MOP Smooth or RUBEROID 20 is top membrane) Install one of the following: 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 in an approved asphalt at an application rate of 25 lb. /sq. ± 15 %. 3. GAF Weathercote® MB +(Matrix 715 MB Coating), Applied at 1 to 1.5 gal. /sq. 4. Top Coat® Surface Seal SB(Matrix 602 SB Coating), Applied at 1 to 1.5 gal. /sq. Maximum Design Pressure: See Fastening above NOA No: 02- 0408.10 `Expiration Date: 11/06/03 Approval Date: 05/23/02 Page 28 of 33 1. Fire classification is not part of this acceptance, 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 corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and /or flashing termination designs shall conform with Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) t., WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex Ply TM 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum 1/4" Dens Deck or 'A Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: END OF THIS ACCEPTANCE NOA No: 02 0408.10 Expiration Date: 11/06/03 Approval Date: 05/23/02 Page 33 of 33 TGFU.R1306 - Roofing Systems Page Bottom Guide Information GAF MATERIALS CORP 1361 ALPS RD WAYNE, NJ 07470 USA Online Certifications Directory TGFU.R1306 Roofing Systems Questions? Roofing Systems Page 1 of 36 "Ruberoid 20" or "Ruberoid Modified Base Sheet" may be utilized as an alternate to Type G2 base sheets in any of the following Classifications. R1306 1/2 in. thick (min) gypsum board or 1/4 in. thick (min) G -P Gypsum Dens -Deck® 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. Also, multiple plies of "GAFGLAS Ply 4" or "Ply 6" may be adhered to G -P Gypsum Dens - Deck® in hot asphalt. "GAF Stratavent Eliminator Venting Base Sheet (Nailable)" may be mechanically attached or hot mopped over noncombustible decks and as a recover over existing roof systems. GAFGLAS Perlite Insulation may be utilized as a cover board over "EVERGUARD" insulation in any of the following systems. Unless otherwise indicated, the roof insulation is mechanically fastened, adhered with hot mopping asphalt or urethane insulation adhesive. ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Type G2 asphalt glass mat base sheet ( "GAFGLAS #75 Base Sheet" or "GAFGLAS #80 ULTIMA" ) is a suitable alternate for Type G1 asphalt glass fiber ply sheet ( "GAFGLAS Ply 4" or "GAFGLAS Ply ii" ) iii the Class A, B or C roof systems indicated below. http: // database. ul. com /cgi- bin/XYV /template /I,ISEXT /1 FRAME /showpage.html ?name =TG... 10/23/02 TGFU.R1306 - Roofing Systems Page 2 of 36 The roof deck may first be covered with a Type G2 asphalt glass mat base sheet "GAF Stratavent Eliminator Venting Base Sheet (Perforated)" or "GAF Stratavent Eliminator Venting Base Sheet (Nailable)" . Perforated to be mopped and nailable to be mechanically attached granule side down. As an option Type G2 asphalt glass mat base sheet ( "GAFGLAS #75 Base Sheet ", "GAFGLAS #80 ULTIMA" or "GAF Stratavent Eliminator Venting Base Sheet (Nailable)" may be substituted for G1 asphalt glass fiber ply sheet ( "GAFGLAS Ply 4" or "GAFGLAS Ply 6" ) as the nailed 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 A, B 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, B or C systems listed. Structural cement fiber building units are considered suitable to be included as a deck in the following Class A, B or C systems listed over C -15/32 or NC. The use of gypsum board under any of the following Class A, B or C systems does not adversely effect the rating. The use of 1/2 in. min gypsum board is an acceptable alternate for insulation over C -15/32 decks. The use of polystyrene insulation board between min 3/4 in. perlite board and deck with rosin paper (perlite /rosin paper /polystyrene /perlite) is a suitable alternate for isocyanurate board in the following Class A, B or C systems. "BMCA EnergyGuard RA ", "BMCA Tapered EnergyGuard RA" and "BMCA EnergyGuard RA" may be substituted for any Atlas polyisocyanurate insulation in any of the following Classifications. Trumbull "Perma Mop" may be utilized with any of the following "Asphalt Felt Systems with Hot Roofing Asphalt ". GAFGLAS #80 Premium Base Sheet may be used in any of the following systems. "GAFGLAS Flex Ply 6" is a suitable alternate to "GAFGLAS Ply 6 ". "GAFTEMP Permalite Recover Board" may be used in lieu of any 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 bitumen membranes. _ " Ruberoid Heat Weld" SBS roofing membrane may be used in lieu of "Ruberoid Mop" SBS products in http: / /database.ul.com /cgi- bin /XYV /template /I.:ISEXT /1 FRAME /showpage.html ?name =TG... 10/23/02 •TGFU.R1306 - Roofing Systems 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 ". Surfacing: — Grundy Industries "al MB Aluminum Roof Coating" at 1 -1/2 gal /sq. 3. Deck: C -15/32 Incline: Unlimited 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 ". Surfacing: — "Weather Coat Emulsion" at 3 gal /sq. FLUID APPLIED COATING SYSTEM 1. Deck: NC Incline: Unlimited Surfacing: — " Weathercote Low VOC" or "Weathercote" - 2 gal /sq. SINGLE PLY MEMBRANE ROOFING SYSTEMS Unless otherwise indicated phenolic insulation may be used in any of the following systems. Unless otherwise indicated any of the following Single Ply Membrane Systems may utilize multiple layers of Ruberoid Membrane. "GAF Premium Aluminum Roof Coating" may be used on any of the following Classifications not exceeding 1/2 in. Page 7 of 36 "GAF Weater Coat Emulsion" may be used on any of the following noncombustible Classifications not exceeding 1/2 in. Ruberoid® Modified Bitumen Adhesive, Monsey Corp. "MBA Gold" and Karnak "No. 81" adhesives - may be used in any of the following noncombustible deck Classifications. Tropical Asphalt "No. 711 AF" adhesive may be used in any of the following Classifications. GAFGLAS #80 Premium Base Sheet may be used in any of the following systems. Unless otherwise indicated, "EverGuard SR" membranes used in systems are mechanically fastened with large head metal or plastic fasteners spaced 18 in. OC and max 2 in. from membrane's edge. Adjacent sheets are lapped 4 in., covering fasteners. Laps are then heat sealed. The "EverGuard FB" membranes are hot mopped in place. (Optional) Noncombustible deck classifications are applicable for use over combustible (15/32 in. min plywood) decks when 1/2 in. (min) gypsum board. or 1/4 in. (min) G -P Gypsum Dens - Deck® are used directly over the deck with all joints staggered 6 in. (min) from plywood joints. http : / /database.ul.com /cgi- bin/XYV /template /LISEXT /1 FRAME /showpage.html ?name =TG... 10/23/02 TGFU.R1306 - Roofing Systems Page 9 of 36 4. Deck: C -15/32 Incline: 1/4 Insulation (Optional): — Perlite, glass fiber or wood fiber, any thickness. Membrane: — "Ruberoid Torch Granule 1" (modified bitumen). Slip Sheet: — 0.004 in. polyethylene (not UL Classified). Surfacing: — 3/4 in. thick concrete with one layer of No. 10 Summerville Quarry tile (or equivalent) grouted in place. 5. Deck: NC Incline: 2 Insulation (Optional): — Perlite, glass fiber or wood fiber, any thickness. Membrane: — "Ruberoid Torch Granule 1" (modified bitumen). Surfacing: — 3/4 to 1 -1/2 in. diam river bottom stone at 1000 lb /sq or concrete pavers weighing not less than 101b /sq ft and spaced not more than 1/8 in. 6. Deck: NC Incline: 3 Insulation: Membrane: Surfacing: — 7. Deck: C -15/32 Slip Sheet: — Membrane: Surfacing: — 8. Deck: C -15/32 Base Sheet: fastened. Membrane: Surfacing: — — a)Polystyrene, 2 in. max, b)Isocyanurate, any thickness, laid loosely. — " EverGuard SR" or "EverGuard FB ", 40 -100 mil (TPA), laid loosely. River bottom stone (3/4 - 1-1/2 in. diam) at 1000 lb /sq or concrete roof pavers. Incline: 1/2 One or more layers Atlas Roofing "FR50 ", mechanically fastened. — " EverGuard TP0 Plus" , 45 mil. River bottom stone, (3/4 to 1 -1/2 in. diam) at 1000 lbs /sq or concrete roof pavers. Incline: 1/2 — Two or more layers Type G2, "GAFGLAS Basesheet #75 ", mechanically — " EverGuard TP0 Plus ", 45 mil. River bottom stone, (3/4 to 1 -1/2 in. diam) at 1000 lbs /sq or concrete roof pavers Class A - Fully Adhered 1. Deck: NC 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 (Optional): — One or more layers Type G1, G2 or G3. Membrane: — One or more layers "Ruberoid Torch" (Smooth or Granule), "Ruberoid Torch Granule Plus ", "Ruberoid Mop" (Smooth or Granule) or "Ruberoid Mop Plus Granule" (granule). Surfacing: — Gravel, 400 lbs /sq, loose laid or applied in a flood coat of hot roofing asphalt. 2. Deck: NC Incline: 1/2 http://database.ul.com/cgi-bin/XYV/template/LISEXT/1FR A ME/showpage.html?name=TG... 10/23/02 TGFU.R1306 - Roofing Systems I. Granule Plus ", "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 layers perlite, glass fiber, 3/4 in. min, isocyanurate, urethane, perlite /isocyanurate composite, perlite /urethane composite, 1 -1/2 in. min. Base Sheet (Optional): — One or more layers Type Gl, G2 or G3. Membrane: — One or more layers "Ruberoid Torch" (Smooth or Granule), "Ruberoid Torch Granule Plus ", "Ruberoid Mop" (Smooth or Granule) or "Ruberoid Mop Plus Granule ". Surfacing: — Grundy "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 Type G2 "GAFGLAS #75 Base Sheet ", hot mopped or mechanically fastened in place. Ply Sheet: — One or more layers Type 01 "GAFGLAS Ply 4 ", hot mopped in place. Membrane: — "Ruberoid Mop 170 FR ". Surfacing — (Optional): "GAF Fibered Aluminum Coating" at 1 -1/2 gal /sq or "GAF Weather Coat Emulsion" at 3 gal /sq. 10. Deleted. 11. Deleted. 12. Deleted. 13. Deleted. 14. Deleted. 15. Deck: C -15/32 Incline: 1/2 Insulation (Optional): — Perlite, fiber glass, isocyanurate, urethane or perlite /isocyanurate composite. 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 01, hot mopped in place. Membrane: — "Ruberoid Mop 170 FR ". 16. Deck: C -15/32 Incline: 1/2 Page 11 of 36 Insulation (Optional): — Perlite, fiber glass, isocyanurate, urethane or perlite /isocyanurate . composite, offset 6 in. from joints. Base Sheet: — One or more layers Type G -2 or G -3 base sheet, hot mopped or mechanically http://database.ul.com/cgi-bin/XYV/template/I.ISEXT/1FR A ME/showpage.html?name=TG... 10/23/02 SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS . 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been exalained. 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are 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 a dressed 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 accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zone$) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system): 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring unity (i.e. townhouses, condominiums, etc,). In b,u,ildings with common roofs, the roofing contractor and/or owner should 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 viewed 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 option of maintaining this appearance. 5. Ponding Water: The current roof system and/or deck of the building may not drain well and may cause 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 e. and performance of the new roofing system. Ponding conditions may not be evident until the o ?iginal roofing 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 . erloaded 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 the Florida Building Code, Plumbing. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the 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. /l c i S l 7 X 0 3 Owner' Agent' Signat D tractor's Signature C "3CIS1)1 - 1'4mp. LOCALS- 11Ton.p∎SC(TIO\1311.l..c 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: Id WE TJ k x 2. Description of improvement: 3. Owner(s) name and address: Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: 5. Surety:(Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Own upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition ta. himself, Owner designates the followinglperson(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 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 Notary Public Print Notary's Name At 4309 VE. lG ' aim Sum A - 0 Cptyi Piv1/ Sworn to and subscribed before me this 7 day of .n 4 411-a— sfiitivih 3)0• F/CLcrf 91111lilliiiiii 11IIIiiiiiiiiiiiiMIIIiiiiiii1111 CFN 2003R0313609 OR 8K 21248 Ps 3000; 1as RECORDED 05/14/2003 01:54:23 PM HARVEY RUVINr CLERK OF COURT, MIAMI -DADE COUNTY, FLORIDA LAST PAGE Yl(DIAtaUX ,20 d_3 My Commission Expires � YP l 'i Sandra D. tram 4 ". \ c= . Commission # DD 014 7 ' � T -; E OF ; :L :y, a = Expires April 2,2005 % • ` ° Bonded Thru ivir ,s Mantic n40 13ond1n& Ca., E } S m h RV »�/ 4 33/3, EREQ y CC %'1, COtj \J..,. t:'. r 9u131fli 'SIb this is,; ]]]LLL pp�� 0 �� lI / fl 0J%Mc7 of Or'Urp of Prepared by . A Address: 1 1 - '6 1 0q n2(,.450/0 197 Miami Shores Village 10050 NE 2nd Avenue Phone: 305- 795 -2204 Permit Number: BP2003 -699 Printed: 5/15/2003 Applicant: Owner: JOB ADDRESS: 1294 NE 96 Contractor OBENOUR ROOFING Local Phone: 305 - 757 - 2612 Parcel # 1132060143840 J 1 ' rmit Status: APPROVED Permit Expiration: 10/27/2003 Construction Value: $4,840.00 `✓ ork: RE ROOF BUILT NOTIFIED Signed: Building Permit ST Page 1 of 1 Contractor's Address: 9301 NE 6 AVE SUITE A - 101 Legal Description: MIAMI SHORES SEC 3 'PB 10 -37 E125FT OF LOT 1 & E125FT OF N 41.45FT OF Fees: Description Amount / 3° FEE2003 -2919 Builders Bond $300.00 - f FEE2003 -2920 Inpector State Educational Fund $2.99 FEE2003 -2921 Building Fee $40.00 Total Fees: $342.99 Total Fees: $342.99 Total Receipts: $0.00 (INSPECTOR) 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 responisibility for all work done by either myself, my agent, servants or employes. (Contractor or Builder) BY: )133H3 dO.LNnOWy SNOLL011030 Taal SS31 1 H01311J SS31 1 Nno3s10 sn..11.•0 6Z O /tE9 -e9 SIVl10 • Q1 ) 4 - 0/ o'/ $ i.6I.ZCi sII OLt 9 L9B9tf .0 � .....,,,_,... : 6 h f 9 00 9 9 0 :I ._ y.,....,__ .nt 6t22 00 09 /ee uptrou'runweny 666 � teenS islet 3N Z 9antueny Y lV3INWN OI,LVNI TION'g 40 H3OH0 31F14 31-11 AVd Zl9Z-LS2.-SOC LOI.-y 3S "3A1r H.L9 3"N 1.006 1b13W .L33NS ONIdOO8 Hf ON38O LESS 'r- DISCOUNT LESS FREIGH LESS TOTAL DEDUCTIONS AMOUNT OF CHECK THIS CHECK IS DELIVERED FOR PAYMENT ON THE FOLLOWING AMOUNT DATE rit enhanced document. See h ack J OBENOUR ROOFING SHEET METAL & SUPPLY CO. 9301 N.E. 6TH AVE., STE. A -101 305 - 757 -2612 MIAMI SHORES, FL 33138 PAY TO THE ORDER OF D EAGLE NATI NAL BANK Aventure Branch 2999 NE 191st Street Aventure. Florida 33180 or d e t a i l .(3 DATE u'022 L82" I:066006349 70 11 ' 63 22182 go. 63-634/660 24 BO 00 DOLLARS 8 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2 Building Inspection Request Date Type Insp'n Permit No. N ame Address Company Phone # Inspection Date Approved Correction Re-Insp'n Fee Date Type Insp'n Permit No. Name Address `7 Company l AeA A Rp7 Phone # Inspection Date Approved Correction Re- Insp'n Fee MIAMI SHO1S VILLAGE BUILDING DEPARTMENT 305 -795 -2204 Building Inspection Request F N141 A001 P Ocf 7 6 MIAMI SH ` BUILDING DEPARTMENT 305- 795 -220 Building Inspection Request Type Insp'n � t Permit No. Name Address Company Phone # Inspection Date Approved Correction Re- Insp'n Fee MIAMI SH e ^ fr.NIILLAGE BUILDING I PARTMENT 305-795-2204 Building inspection Request FM44 00 / p O 76q Date Type Insp'n Permit No. Name Address Company Phone # Inspection Date Approved Correction Re- Insp'n Fee CAeA.A/ /Z490A ' . Permit No. L r Disapproved (Signed) MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT . / 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. Date 3 -11"'Co"1 ,19 Owner's Name and Address Knowles — Lucas Contractors No. 5760 W. Street14 Ave., Hlk Registered Architect and /or Engineer Name and address of licensed contractor Brady _$S)Qli n.._ .Sheet Metal - a955__ 11.,___L..__73rd St., _ Miami Location and legal description of lot to be built on: Lot__________ __ Block Subdivision Street and Number where work is to be done 1294 N. E. 96th St. State work to be done and purpose of building (by floors) _ _ Roofing and for no other purpose. New Building 7 Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation Roof Covering_ Sq. 10 - — tile + — g3 bltup gravel Estimated Total cost of improvements $__3200.00 Amount of Permit $___9xD0 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 5968, Compiled General Laws of Fl.rida, Permanent Supplement and has complied with the provisions thereof, and will require similar compliance from all contractors or su. contra .rs employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on th site 'f th " . such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, or i ork to rformed und this] permit, as are licensed by Miami Shores Village. Remarks (Si STATE OF FLORIDA, COUNTY OF DADE. j Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, 1 of 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 st3ted,e. Date Date Read, Sworn to and Subscribed before me. i - Notary Public, State of Florida Building Inspector 4 My Commission Expires PLA G 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. BUILDING ❑ MIAMI SHORES VILLAGE FLORIDA r ELECTRICAL p Date 19 PLUMBING ❑ PERMIT NA 8485 Contractor's QC,, �, n License No. ROOFING p ❑ Work to be performed under this Permit Owner of Building ‘4 A Lott t J Architect Contractor or Builder e),(1. Legal Lot Description 11 BI Address of / rr Building I - i 4 IA Z.: i V 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 drfi ings or in the statements or specifications and that he assumes respon- sibility for work done by his agents, servants or emp yees. Signed CONTRACTOR or BUILDER BY E , J Z. .r_) tZ�S si 2. $151 .. Subdi `` -' . z 011 1, ... .P vision Sq. Ft. Value of i° Amount of Project $ 3 Z Gk".' 11 Permit $ IN PECTOR) BY In consideration of the issuance to me of this permit I agree to per o • the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, state • pts or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by eit' -t`, mysglf, my agent, servant or employee. AUTHORITY Date ` -� • Time Type Insp'n + i 1 ( 12( `( ^ Permit No. bP O3 - 1NOG Name Fa'K,Spo . Address 12. `4 NE. 9(o Company wt cAQX Phone # For Inspectoie t7S Name & Date Approved ❑ Correction Re- Insp'n Fee 3glJ5 MIAMI SI,ORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request 44goa_ **- MIAMI #t':+ VILLAGE BUILDING • d EPARTMENT 305- 795 -2204 Building Inspection Request Date q C D Time Type Insp'n Permit No. 5P 0 3 - 1 1 4 00 Name ( A % )O 6 1 Address I q w E C I 6 3oS Company 4Y1L Phone # For Inspector, V 0 jj 12(0 Name & Date Approved ❑ Correction , Re- Insp'n Fee ❑ r STATE OF PCORIt1A, court* or CAW lNrRrf3YCERrHrv , 4%1 - c . :•y.f) M41 r ': na4 Moo n !'ns alt . w. r �( 14* 4 • � _ ..) it C V. TIJESS rnv •la•: V nr .4.dt. HARVEY ALJvr I ( a. Cou,A, By x NOTICE OF COMMENCEMENT A RECOROEO COPY MUST AE P0STE0 01;111E JOB SITE At TIME or most INSPECTION PEWIT fie IAX r 01.10 IIC) /l • ON 3 gY0 STALE or 1101110n: COUNTY OF MIAMI•UAUE: TILE UNOETISIONEO hereby gives nollcn Ilral Improvements will Im made lo certain rout property, end In accordance wIlh Chaplet 713, rlorlda Statutes. Ina following Infonnnllon Is provided In II►IS Notice of Commencorr►er►I. 1. Legal doscrlplIon of property and slreeVntltlross: ' ?' /J ?' %"J` ut" ? //.e _._...... 2. Description of improvement: /Ell a 3.Owner(s):name and address: C4et 44,,e ,)?q A1 /G Sr Interest In properly: Name end address of foe simple titleholder: 4. Contractor's name and addross: zeoo _4 1 Cf6114 _ " // f'f ?! -. _ / : S�C j . c 5. Surely: (Payment bond required by owner from contractor, If any) Narne and address: Amount of bond $ 6. Lendor's name and address: ,1J ;.! ,e, 11 1 1 11 1 1 11 1 11 1 1 1 11 1 11 11 1 1 1 11 1 11 1 11111 1 1111 1 CFfri 2003R0454121 OR Bk 21602 Ps 1308; (1os) RECORDED 09/03/2003 12:31:43 HARVEY RUVINr CLERK OF COURT MIAMI -DADE COUI'ITYr FLORIDA LAST PAGE • 7. Persons within the slate of Florida designated by Owner upon whom notices or oilier documents may be served ns provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 0. In addition to himself, Owners designates the following person(s) lo receive n copy of Iltn I.Ienor's Noticr as provided In Secllon 713.13(1)(1), Florida Statutes. Name and address: 9. Expiration dalo of thls NolIco of Commencement: (Ilie exl►Irnllon data Is 1 yenr Irorn tlin dale of recording unless n different dale Is specified) oignaluro • 'i wr i er Print Ownor's Narno C'i4L ,4y-. '/7,J) „.! Sworn to and % f Jibed before r ie, this Notary Public r'rtnl Notary's Name My commission expires: 1710' 1? rolot • tier day of ,4J G� _.., 71L 3 . I'reI►nretl by . [./( 11 nrlrhnss: �,�,9t/t S'•.�Y� "t+rc.� JvP„' �y13th>�S -1tOCh • --._. " Adam sodding Co., Inc ��rnntN Date Square Ft. co s/, • PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Job Address /29 /UL /'6" Sf Tax Folio // — 3,26c 6 d 45 30./4? Legal Description Lott ";m7/3 sa 3 Historically Owner/Lessee / Tenant emet i4-X/ TA) ✓. � , ; r Permit # C3 Pa 00 3. 1+00 0 Owner's A d d r e s s l2 9� G ( > C � / b 5 t 9 , • Phone S 7S - 2 73 Contracting Co. R 15 /ly 0 10-W, �1d s ,_ ?y 54)/5 1/0/i d9c0 �7 Qualifier Z , � /7 / C i� \ • Phone J a-r e✓ lZ State # ' L�cce 8( Municipal # Competency # 2F.Ss0Y9 Ins. Co. Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAAL OOFINGG AVING FENCE SIGN WORK DESCRIPTION /y/ C /47 xFori/ Notary as to l and/or Con ' President Date My Commission xpires: p�r* CyItt e i iOCb. .mob`" c.'Commissam B 'lilirir Wee Attratt FEES: PERMIT RADON C.C.F. 3 0 0 NOTARY d , x Q'� Estimated Cost (value) 3 � i 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 laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL 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. Furthermore, I authorize the above -named contractor to do the work stated. Signature of Co . OP . \ 0 a" Notary as to ontra for or Owner- : uilder My Commission Expires: ` g �, l : p,.- �, Commrs tension Bloch j��sion#DD2277 �� ►mot r Expires line 30, 2007 , ,� .„. ,iQ` Bonded Thru Atlantic Bonding Co., Inc. BOND T TOTAL DUE h v Date Date APPROVED: AUG 2 7 2003 Zoning Building ■ Electrical Mechanical Plumbing Structural Engineer 330.00 App• Fee. cheer k 1-1)7r) Section A (General Information) Master Permit No. Process No. Contractor's Name / ?op `S /; Job Address 12 / GJ I / ,3t Low Slope ❑ Mechanically Fastened Tile ❑ ❑ Asphaltic ❑ Metal Panel /Shingles ❑ Shingles ❑ New Roof Re- Roofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) 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. Florida Builds , ,ode Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Z So 0 ❑ Prescriptive BUR -RAS 150 ■• ROOF CATEGORY ROOF TYPE Mortar /Adhesive Set Tile Wood Shingles /Shakes t0 �< Y. '!'ll : Ai/1 z. . SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are 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. i 1 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance 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). 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 should 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 viewed 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 option of maintaining this appearance. Ponding Water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing 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 the Florida Building Code, Plumbing. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the 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. C :\DOCUSI C -Ikmp \LOCALS- 1 \Temp\SECTION'SSJ.da Date Contracto V Signature Fill in Specific Roof Assembly Components and Identify Manufacturer (II a componanl is not used, identify as 'NA') System Manufacturer: NOA No.: Slope Insulation Base) Layer: Surlacind:. - -, /vG* Florida Building Code Edition 2002 High Vuloculy I Iunicanu Zone tliutornr Patina Application Form. Section C (Low Sloped Roof System) 2 -oyo y, / Design Wind Pressures, From RAS 128 or Calculations: Pnrdx I: /( Pinax2: €i 6 Pmax3: /'yj Max. Design Pros rru try m the Specific NOA Duck: Type: /X 6 . T /.• o` Gauge/ Thickness: /. 11,0 / .Z Anchor /ttasu Shaul & No. ul Anchor /Rase Sheol Fa tgrlyr /Benefing Malarial: N Base) Insulation Size and Thickness: Base Insulallon Faslunu /B coding Material: Ai 1up Insulation Size and Ihlcknuss:_._/✓ Top Ply Faslaper/ Hamlin() Mi lurjat_ ,5 __-.-- Top Insulation Layer: ._..,_._._!'� Top Insulation Fastunur /B ri ndurg Malurial: N Base Shuul(s) & No oI I'ly(s): 74.5 tt j rsu S iy el Fasteour /ttondurg Mal it Ply Shuul(s) & No. of Ply(s) Ply SheyI Fa lun�r(t itiing Material: - /-lc? /- / S// ''fr.ILy- 6�tf 44.40tooO Fop Ply• 1 CZ/ di Fastener Spacing for Anchor /Base Sheet Attachment Field: G __.• oc @ Lap, 11 Rows _ _ rei " _• oc Perimuler�_ oc L Lap, q Rows y_ Q _ • oc Corner: �?' oc C Lap, 11 Rows - Number of Fasteners Per Insulation Board JJ y� Field / Perimel�r" 14 Corner Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- Flashing, Coping, Etc. Inihai l:: Mean Root 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. 6A16 less , a /y'/ /god es4 4lo4xs 242 &/l Pg,J1Af! . t J /� Parapet Height FT. I l7 Mean Root Height is ROOF COVERING MATERIALS (IEVI) ROOFING SYSI1 MS (I6111) - (continued Insulation (Optional): One or more layefs petllle, wood libel, nt lass n fiber. hut yatitate. urethane. penile /isuryawn ate r mnputite, peult/ methane computile, wood Mitt/ism plumate 1 omposite, phrnnlit Bate Sheet: Iwo or mute layers of lype (.2 1(1 (.I Ply Sheet (Optional): One of mote layers of Iype (.1. Membrane: (Ire oi mute layers of "Rubeu.id tuulf' (smooth in granule), 'Ruberoid larch Plus' (pantile), •'Ruberuid Mop" (smooth or (panule) at "Ruberuid Mop Plus" (granule). Surfacing: Kalllak No. 97, 1 1/1 • ) gal /tq or gravel. 1. Deck! (I( Incline: 1/2 Insulation: One of note layefs peflile. ylass fiber. 3/4 in min, Itntyanuule. methane. petlfle /Itnryenirale cumposile, pellfle /uuelllane composite, phenulic, 1.1/1 in min Base Sheet (Optional): One of mule layefs ul lype GI , (.1 of 1.! Hensbrane: One of more layers of "Ruberuid Imth' (smoulh Of yfanile). "Nubeioid fault Plus' (granule), '•Ruberoid Mup" (smooth of yranule) oi 'Nuberold Mop Plus' (granule). Sulfating: 'AL MB Aluminum Roul (oaliny' at 1-2 gal /sq. 9. 01(11 (15932 Incline: 1/2 Insulation (Optional): One 01 more layefs peflile, glass libel, 3/4 in. isucyanuule, ufellune, peflile /isocyanurale composite, peflile/ methane composite, phenolic, 1 1/1 1n min. Base Sheet: One or lame 'aye's of Iype G2 "GAIGIAS 1F5 (lase Sheet", hot mopped or mechanically fastened in place: Ply Sheet: One of more layers al lype G1 "GAI61A5 Illy 4 ", pun mopped In place. Membrane: 'Ruberold Mop IR' (granule). Surfacing (Optional): GAF flbeted Aluminum (coaling al 1.1/2 gal /sq of GAF Weather (oat Emulsion al 3 gal /sq 10. 01(1: (•IS /32 Intllne: 1/1 Insulation (Optional): O(ne of fume layeis ()Mile, glass fiber. 3/4 in. isocyanurate, urethane. peflite /isocyanurale tonysosite, penile/ methane composite, phenolic, 11/2 in. min. Bate Sheet: One oi more layers of lype (.1 "GAIGIAS IFS !lase Sheet', (col mopped of mechanically fastened in place. PIy Sheet; One or mole layefs of Iype GI "GAIGIAS Ply 4 ", of "6AIGIAS Ply 6" hot popped In place. Membrane: 'Ruberold Iulch FR' ( yunule), Surfacing (Optional): GAf /tiered Aluminum (oaring at 1.1/2 gal /sq or GAF Wealhet (oat Emulsion at 3 gal /sq. II. Deck (•I5 /)2 Incline: 1/1 Insulation: Isocyanurale, 1 in. min., wood fiber, peflite or glass Noel, any thickness, but mopped or mechanically fastened in place. Joints offset 6 111. Ine Sheet: One or more (aye's of lype 62 "GAIGIAS 615 Base Sheet ", hot mopped or nsechanitally fastened in place. PIy Shoat (Optional): One or note layeis al type GI 'GAIGIAS I'ly 4' nr 'Ply 6' hot mopped In place. Membrane: 'Ruberold foul! FR' (pantile). Sulfating (Optional): GAF 1itefed Aluminum foaling at 1.1/2 gal /sq of GAF Weather (oat Emulsion 11 1 gal /sq ' I1. 01(1: ( 15/1? hullo': 1/1 Insulation (Optional): Isoryanulale, peflile 01 glass lobe', any thickness, lot mopped of mechanically fastened in place. Joints offset 6 in. lase Sheet: One 01 mole layer of lype G2 'GAIGIAS I/5 Ilase Sheet', hot stopped or mechanically fastened in place. Ply Sheet: One or moie layefs of type GI GAf GIAS Illy 4' of 'Illy 6 ", hot mopped in place. Membrane: "Ruberoid 1001 FN" (granule). Surfacing (Optional): GAI libeled Aluminum (coating al IN? gal /sq q' GAf Wealhet Emil Emulsion at 1 gal /sq. U. Deck; M( Inctlne: 1/2 Insulation (Optional): IsocyanuIate, wood fiber board, peflile, glass Jibe', any thickness, hot mopped or mechanically fastened in place. Joints upset 6 in. Nee Sheet: One of noose layeis of Iype 61 "GAIGIAS p/5 Base Sheet", hot mopped in place. PIy Sheet (Optional)! One of more layers of Type GI "GAIGIAS Illy 4" or 'PIy 6' but mopped in place. Membrane: 'Ruberuid hitch FR' ( granule). Surfacing (Optional): 'GAF Ithe.ed Aluminum (coating' at 1•1/1 yaI /sq of GAI Wealhet (oat Emulsion at ) gal /sq. II. 01(1: M( Iodine: 1/2 Insulation (Optional): Isoryanulale, wood fihem boon', peflite, glass Boer, an Ihitlness. hot mopped 1(1 mechanically fastened in plat e. Joints olfset 6 in. Tate Sheet: One of mote layeis of "GAIGIAS 11/5 Hase Sheet ". hot mopped in place. Ply Sheet (Optional): One or mole layefs of "GAI GI AS PIy 4' of "Ply 6" but mopped in plate. Hamblen.:'Ruberuid !Dull IR" ((pantile). Unlacing (Optional): GAI Weelhe' (oaf fmukiun applied at 1 (aI /sq of LOOK FOR MARK ON PRODUCT • ROOF LOVERING MATERIALS (1IVI) 131 1(0U11196 SYSI1 MS (16111) — (continued (At I fbeted Aluminum (uallny 11 1. 1/1 yetis() 1S Nth: (•15 /I1 Indio.: 1/? Insulation (Optional): Tortola, Itbtf glass. ismyanurale, methane, petiole/ ism yanulale tumpuslle 01 phenolic. Base Sheet: One in mute layer Iype h1 01 G1 Last shell. hot mopped of met hams ally Listened. Ply Sheet (Optional): one of mine layers Iype 6I. tool mopped in plate Membrane; 'Ruberold Mop IN" or "Ruberuid Mup I/O IR" (granule). 16. Drat: ( 15/1? Inc1111t: 1/1 Insulation (Optional): Profile, Tiber glass, isocyanur urethane, peflile/ isocyanmate composite of phenolic, offset 6 in. loom joints. Base Sheet: One or More leyels of Iype 6•1 or G•3 base sheet, hot cropped of titer hand ally Listened. Ply Sheet (Optional): flue 01 note layers 0l lype G• I, hot stopped in place. Membrane: One layer of " Rubeoid Inch' or 'RubecuiJ Mop' (smooth). Membrane: One layer of "Ruberoid 101(1, f R' or ' Rubeoid Mop I H•' ((hole) IF. Det1: N( Intllnt: 1 Insulation (Optional): Pefli(e, Vibe! glass, wood fiber, isotyanulale, methane, peiNte /isotyanuralt (onfposile 01 phenolic. Base Sheet: One of mote layers Iype (.1 of G) base shell, loot mopped Of met hanit ally (aslened Ply Sheet (Optional): One 01 mote layer lyre G1, hot clopped in plate. Membrane: One layer al 'Ruberuid Mup IR oi 'Ruberoid Mop 170 IR' (911111 1l e) . 18. D,ikp 111 Indio,' 1/1 Insulation (Optional): Peclile, libel yiass, wood fiber, Iso(yanuale, urethane, penile /isotyanulale composite of phenolic. , Base Sheet (Optional): One or mote layers of lype G•2 or 6•3 Lase sheet, but mopped of mechanically fastened. Ply Sheet (Optional): One of mole layers ol Type 6•1. hot mopped in Ida( e. Membrane: One layer ol 'Rubeioit booth' (smooth), ' Rubeoid Mup" (smooth). Membrane: One layer of '•Ruberold Imth IR' (granule). 19. Oecl: II( Intllne, 1/1 Insulation (Optional)! One or rnoce layers of peflile,. glass libel, isotyyaeu'alt, methane, perlilt /Isocyanuale composite or phenolic, arty thickness Base Sheet: One on more plies GI or G2, hot mopped o! adhered with Kansak (Ilemical (o. "Ili. 81' 1(r Gibson•lloman "No. 6160' cold applied atlliesive at 1 1/1 gal /sq. Membrane: One layer of 'Ruberoid Hop IR' or "Ruberoid Mop 110 IR' (t)ranute). hot mopped 01 adhered with Karnak (heroical (o. 'fro. 81' of Gobson•llunlan '(lo. 6160' cold applied adhesive at 1.1/2 gal /sq. 20. Dell: (•15/12 Iodine: 1/4 insulations: Polyiso(yyanutate, any thickness. Base Sheet: "GAI GIAS 675" (Iype 62), mechanic all attached. Membrane: (Inc or nape plies of "Rubberoid Imch (smooth). Membrane: "Ruberoid 101(11 IR" ((pantile). 71. Deck: (•15/32 Intlllse: I/1 Insulation (Optional): I'ulyisocyanuale, wood lobe', peclite, glass lobe' any thickness, hot mopped of mechanically fastened. Base Sheet: One or mine plies of Iype 6?'•GAIG(AS 175' of 'Ruberoid 70 (R" base sheels, tool mopped on mechanically Interred. Membrane: One Of mole ptits of "Ruberoid 30 IR" hot mopped in place. 11. Deck: (•15/32 Incline: 1 Insulation (Optional): I'ulyisocyanmale, wood libel, (motile, or glass libel any Ihitkness, but clopped 01 mechanically (aslened. Base Sheet: 0,te of fume plies ol lype G2 "GAIGIAS 175' tool mopped 01 mechanically (aslened. PIy Sheet: One oi more plies of "Ruberoid 20' oI 'Ruberoid 20 IR'. but mopped in place. Membune: One or mule plies of "Ruberoid 30 IR ", hot mopped in plate. (lass B•Fu(ly Adhered I. Deck: ( -15/)1 • In.Ilne: 1/2 insulation (Optional): One of more 'aye's peflile, wood libel. Ott Ilbtf, isocyanurale, methane, perlfte/ isotyanulale (omposile, pethle/ urethane ( umposile. wood lobe! / lsotyanurale composite, phenolic, airy Ihitlness. Base Sheet: Iwo of orate layers of GAI 6.1, 6-2 of G•3 base sheet, hot mopped of mechanically fastened ill place Membrane: One m note layeis of "Hubeluid foul,' (smooth of yranule). " kubeoid ImtIt Plus ((pantile), 'Ruberold Mop" (smooth or granule) nt "Bohemia Mop Plus" (yranule). Sulfating: Karnak flu. 9/ applied at non I•1 /1 gal /sq 2. Dell: (15/12 iodine: 1/2 Insulation (Optional): One of mote layefs perlite, wood lobe', t lass libel, isotyanulale. methane, peflite /isotyanulale tmnposile, fe11)14 /, methane cumposile wood Itbet /rlot WW1 ale composit phenolic any Ihitlness. • ,1 1 I + ' 7 .." f t • ( ? f ;;,! 1 ./ '/ MI AMI ADE MIAMI -DAVE COUNTY, FLORIDA I METRO- l)AD)E FLAGLER BUILDING ' BUILDING CODE COMPLIANCE OFFICE (DCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL. DIVISION MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375.2908 GAF Material Corporation 1361 Alps Road • Wayne; NJ 07470 • • C S C p.E:9 . The NOA is being issued under the applicable rules and regulations governing the use of con51111 Boll materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Iteview•Cblgmittce tribe used in Miami Dade County and other areas where allowed by the Authority !laving Jurisdiction IJ). NOTICE OF ACCEPTANCE (NOA) 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 AIIJ (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 pet form in the accepted manner, the manufacturer will incur the expense of such testing and the Al II may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. I)OItA 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 Iligh Velocity I lurricane Zone oldie Florida Building Code. DESCRIPTION: GAF Ruberoid® Modified Bitumen hoof System for Wood Becks. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, stale 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. 'I'F :ll I1NATION 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 will' 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 Ilie manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. .1 his NOA consists of pages I through 33. The submitted documentation was reviewed by Frank Zuloaga, RItC. NOA No: 02- 0408.10 Expiration Date: I I /06/03 Approval Date: 05/23/02 Page I o/33 Membrane Type: SITS /SBS Cold Applied Deck Type I: Wood, Non - Insulated Ncw Construction or Retool* Deck Description: / or greater plywood or wood plank decks System Type E (1): Ilese sheet mechanically fastened lo roof deck. All General and System limitations shall apply. (lase sheet: (iAFG1.AS 1180 Ultin:a "' Base Sheet, S 1'40 Iiiminalor I'erforaled Nailable, Rt1BEROIU Modified (lase Sheet, RUBEROII)® 20, RUBI:I(OII) SBS I lcat- Weld"M Smooth or ItUDEROIl) SIPS Ilea) -Weld 25 base sheet mechanically fastened to deck as described below; Fastening GAFGI.AS40 Ply 4(8.), (;AFGLAS Ilex I'ly"' 6, GAF(iI.AS 1175 Ilasc Sheet or any Options: of above (lase sheets attached to deck with approved annular ring shank nails and fin caps at a fastener spacing of 9" o.c. al the lap staggered and in two rows 12" we.. in the field. (Alrulnrnnr Design I'ressare -45 psf, See General Limitation 117) GAFGI.AS41) Ply 4k, GAFGLAS Flex PIy"M 6, GAFGLAS 1175 (lase Sheet or any of above (lase sheets attached to deck with Drill -Tec (GAF'l ITE) or 1114 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. (4latlnurnr Design Pressure -45 prf, See General Limitation 117) (iAFGLAS Ilex I'Iy"' 6, (iAF(iI.AS 1175 (lase Sheet or any of above (lase sheets attached to deck with approved annular ring shank nails and lin caps at a fastener spacing of 9" o.c. al the 4" lap staggered and in•Iwo rows 9" o.c. in the field. (Afa inrum Design I'ressure -52.5 psf, See General limitation 117) ( ;AF(;1.AS 1175 (lase Sheet or any of above (lase sheets attached to deck with Drill -'I'cc (GAFTITF)1112 or 1114 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. (Alnrintrmr Design Pressure -60 p.rf, See General Limitation 117) Any of above Base sheets attached 10 deck approved annular ring shank nails and 3" inverted Drill-Tec (GAI111 F) insulation plates al a fastener spacing of 9" o.c. al the 4" lap staggered in Iwo rows 9" in the field. (Alaxlmnnr Design Pressure - (S0 pit, See General (.imitation 117) (;AIGI.AS 1175 (lase Sheet or any of above !lase sheets attached to deck with Drill 'I'ec (GAFTIIF) 1112 or 1114 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. (Aln.rirrrurrr Design l'res.rure -l.f psf, See General Limitation 117) I'ly Sheet: (Optional) One or more plies (;AI(i1.AS I'I.Y 440,1iAIGI.AS Flex Ply 6, GAFGI.AS //80, R(JBFR0I1) t' (01' Smooth or ItUI(I:I(()I1) 20 sheet adhered in a full mopping of approved asphalt applied within (he I:V 1 range and at a rate of 20- 40 lbs. /sq. NOA No: 02. 0408.10 Expiration Dale: I I /06/03 Approval Dale: 05/23/02 Page 27 of 33 J Membrane: Surfacing: Maximum Design Pressure: Ono or more plies of R111)IiROIU MOP Smooth, Rubcroid® Mop 170 FR, Ruberoid® Mop Granule, Rubcroid® Mop Plus Granule, Rubcroid'10 20, Uuberoldm 30 or Ruberoid® 30 FR or Ruberoid® Mop FR or It11111:ROI1) llllraCladi'r SUS In adhered in a (1111 mopping of asphalt applied within ehc EV7' range and a1 a rale of 20 -40 lbs. /sq. Or, One or more plies of RUUfKOII) MOP Smooth, It11I11:R011)R)1∎1op Granule, Rl1III:ROIf) Mop 170 FR, RUI3FROIDO Mop Plus Granule, Ruberoid41) 20, lumEROfl)g 30, RUUIiROII)® 30 Flt or RUUI:ROID® Mop FR or RU11IiRO11) 1.111raClad'M SOS in RUI3fROIl) Modified Bitumen Adhesive al an applicalion rate of 1 -2 gal. /sq. (Optional, required if RU11I:R011) MOP Smooth or R(J1 ER011) 20 is lop membrane) Instal) one of the following: 1 (;ravel or slag applied at 400 Ib. /sq. and 300 lb./sq. respectively ill a flood coal of approved asphalt al 60 Ib./sq. 2. GAFGLAS Mineral Surfaced Cap Sheet in an approved asphalt al an applicalion rale of 25 lb. /sq..1. 15 %. 3. GAF Wealhercole® Mill (Matrix 715 MI) Coating), Applied al 1 l0 1.5 gal. /sq. 4. Top Coal® Surface Seal S11(Matrix 602 S13 Coating), Applied at 110 1.5 gal. /sq. Sec Fastening above NOA No: 02.0408.10 Explrallon Dale: 1I/06/03 Approval Dale: 05(23/02 Page 28 or 33 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required will' I'Iy 4 and flex I'Iy' "' 6 when used as a mechanically fastened (rase or anchor sheet. 2. Minimum 'A" Dens Deck or'' Type X gypsum board is acceptable to be installed directly over tl,c wood deck. GENERAL LIMITATIONS: I. Fire classification is not part of Ibis acceptance, refer lo a current Approved Roofing Materials 1)ireclory for fire ratings of this product. 2. .Insulation may be installed in n►ulliple layers. The firsl layer shall be attached in compliance will) Product Control Approval guidelines. All oilier layers shall be adhered in a full mopping of approved asphalt applied within the I:V f range and al a rale of 20 -40 Ibs /sq., or mechanically aitached using the fastening pallern of 1he lop layer 3. All standard panel sizes are acceptable for mechanical allachnrenl. When applied in approved asphalt, panel sire shall be 4' x 4' maxims m. 4. An overlay amt /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" 0.c ; or strip mopped 8" ribbons in three rows, one al each sidelap and one down the center of the shed allowing' a continuous area of ventilation. Encircling of the strips is nol 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 rale of 12 Ibs. /sq. Note: Spot attached systems shall be limited to a maximurrr, design pressure of -45 psf. 5. fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 Ibf., as Iesled in compliance with Testing Application Standard TAS 105. If the faslcncr value, as field - tested, are below 275 Ibf. insulation allachn►ent sI►aII 0(11 he acceptable. 6. faslcncr spacing for mechanical attachment of anchor /base sheel or membrane allachineni is based 011 a minimum fastener resistance value in conjunction with the maximum design value Iisled within a specific system. Shnuld the fastener resistance be less than II►al required, as dcter►uined by the 'kidding Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof ('onsult:nu may be su Said revised fawner spacing shall r►lilizc II►c withdrawal resistance value taken hum Testing Applicaliun Slandards JAS 105 and calculations in compliance with Roofing Applicaliun Standard RAS 117. Perimeter and corner areas shall comply with the enhanced uplift pressurc rcgrrirenu•'Is of Iliese areas. Fastener densities shall be increase,) fur both insulation and base sl►eel as calculated 111 compliance with Routing Applicaliun Slandarrl RAS 117. (1Vhen this limitation is specifically referred within this N(M, General limitation 119 will 1101 be applicable.) H. All attachment and sizing of perimeter 'milers, metal profile, and/or Mashing Icrn►inaliun designs Shall cunf with Ruining Application Slandarrl RAS III and applicable wind load rerl►►rrcnu•nls ). 1 he maximum designed pressure limitation lisle(' shall be applicable lo all roof pressure zones (le Iicld, perimeters, and corners). Neither rational analysis, nor exlrapolalion shall be permitted for enhanced fastening al enhanced pressure zones (i.e. perimeters, extended corners and corners). (When This limitation Is specifically referred within this NOA, General 1.inrila1ion 117 will not be- applicable.) F:NI) Of THIS ACCEPTANCE N()A No: 02-0408.10 E tplrallon Dale: 11/06/03 Approval Dale: 05 113/01 Page 33 of JJ MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305 - 795 -2204 B ilding Inspection Request Date ,/'� ( Time Type Insp'n _�. CU, ` koc( Permit No. IVO3-1 you Name Q Address C,I)Qm\ I� 6 4 Company eke,/ Phone # S4-fl . For Inspector: te 1 129 Name & Date Approved "11 1 Correction Re- Insp'n Fee ❑ CJ !Z i4cC - - MIAMI SHORES VILLAGE b BUILDING DEPARTMENT 305- 795 -2204 B ilding Inspection Request Date, 2 ( Time T Type Insp'n r ( 0 1,1 1 Permit No. i56 m Q Name 1 /� Address \ � Y� � 2CI / 4 � 11 "E 964 C Company (`(); Phone # For Inspector: 9 J29 Name & Date Approved 'f Correction ❑ Re- Insp'n Fee ❑ Cl R )4CC Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 6/10/2004 Applicant: CARL Owner: JOB ADDRESS: 1294 NE 96 Contractor ROOFS BY CHERRY Local Phone: 305 - 653 -8542 Parcel # 1132060143840 Signed: (INSPECTOR) Signed: (Contractor or Builder) Building Permit Permit Number: BP2004 -769 PAXTON ST Contractor's Address: 3901 SW 40 AVE Legal Description: MIAMI SHORES SEC 3 PB 10 - 37 E125FT OF LOT 1 & E125FT OF N 41.45FT OF Fees: FEE2004 -5929 FEE2004 -5930 FEE2004 -5931 FEE2004 -5932 FEE2004 -5933 Description Building Fee CCF Training and Education Fee Technology Fee Scanning Fee Total Fees: Amount $250.00 $2.40 $0.80 $6.25 $9.00 $268.45 Total Fees: $268.4 4.0 Total Receipts: $0.00 - RlB .yS C� G64 Permit Status: APPROVED Permit Expiration: 11/30/2004 Construction Value: $3,900.00 Work: RE -ROOF UPPER FLAT ROOF 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 responisibility for at work done by either myself, my agent, servants or employes. BY: Page 1 of 1 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date t' '2- I Type Insp'n 1 111 CC! e. 6P 0(-1 -1 cost . P01x-}cr) . \2ag1 N a a (s4 cs be cnPYr I Permit No. Name Address Company Phone # Inspection Date Approved Correction Re -Insp' n Fee ° MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date 011 __.310 Type Insp'n 1 C , n Permit No. 6p oil - , (( . Name PGm -i<ti . Address Lq U N q ,S4 Company _1X) C_IPY }' Phone # Inspection Date Approved Correction Re- Insp'n Fee KATE OP FLONDA, maw? OF O.At iE 1 HEREBY CF cT1FYlh?t this is a e copy of the original fried it this office on A.) . 6 WITNESS14 hand end .H'AIA'Ev RUVUL acY .iii/ D.C. NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. I 3206 0 // J 4W) STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information Is provided in this Notice of Commencement. 1. Legal description of property and street/address: /29 Al/ 7C Sr rti✓f *i 1 / ej CeT -z ,e/l( g / I/ ,s, /Z(.S sty" 3 2. Description of improvement: ,PiR2oo / 3. Owner(s) name and address: 64 et PA X7134) /29y Al 76 st ,/ Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: /7oafS jay ( ' 1 ,hfir79y 3poi 4t/ Ha /lyLJ DO ,// 33 X23 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 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: 9., Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date'sloecifi Signature of Owner �- print Owner's Name (' 4la / 0 #t ) Sworn to and subscribed before me this ° day of J #3 # Notary Public L. Al 1 1L. 1 ,4 Ir Print Notary's Name'' My commission expires: 123.01.52 PAOE 4 6'02 111111111111111111111111111111111111111111111 C:F 2004R0446799 144679'9 OR Bk 22370 Ps 1570; (1Ps RECORDED 06/04/2004 12:49:113 HARVEY RUVIN► CLERK. OF COURT MIAMI--DAC'E COUNTY? FLORIDA LAST PAGE Prepared by /Z1 /cac/l 20v / R /?oo' / 3 y� dlX4'J e, 11:310, 30 7 Address: 390/.sca YO ,tJ itio/iyiJoctO 33.D "z3 Building Department • 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Miami Shores Village Owner's Name (Fee Simple Titleholder) C4 Rt ✓`/QX 7 Phone # Owner's Address /a ?y NM' 9C St City/ilw/vit 1 5 j #t',215 State 47 Zip Tenant/Lessee Name Job Address (where the work is being done) /t2 ( 1-) / g ✓7 City Miami Shores Village County Miami -Dade Is Building Historically Designated YES NO Contractor's Company Name ROWS bo CLI IZ Contractor's Address 3 P4 ( rs 'O /¢J Cit AlliA. t w 2 „��// State Qualifier � g&S d .. V1iiZ / Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Per Type of Work: ['Addition ❑Alteration ['New Repair/Replace ❑ Demolition Describe Work: 81200/ 0/ 1 /2c)0” /3/ /C /C 4 / L7 C) Submittal Fee $ FO.CnC') Permit Fee $ � 0 - CCF $ 0 ' / CO /CC Notary $ Training/Education Fee $ h Technology Fee $ , a S Scanning $ Radon $ Zoning Bond $ * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ (Continued on opposite side) Master Permit No. Electrical Plumbing Mechanical Roofin Phone # Phone # 30,5" $ 3 gJ J 2 Zip 3?o "L Square Footage Of Work: Permit No. 61 .S - 7G9 Zip Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of 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. My Commission Expires: Owner or Agent T foregoing instrum was acknow befor r2 dayof he J /t inst L, 200L /,b db{t , ledged / ?'x7 K) e this who is personally known to me or who has produced Signature a;,tJ who i Print: My Commission Expires: Olakt. V Contractor The foregoing instrument was acknowledged before me this -Z day of T i/2 , 20P �/, by sus T C/162%, to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY UBLIC: / NOTARY PUBLI : Sign: ( { /� s�"1 Sign: � Print: L &L &C' LI ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** (Certificate of Competency Holder) State Certificate or Registration No. OCe /3.Z,.�y8' Certificate of Competency No. re/3s D oC t?? APPLICATION APPROVED BY: Chc 12/15/03 Plans Examiner Engineer Zoning 123_01-48 5/03 PAGE 2 0 Section A (General Information) Master Permit No. Process No. Contractors Name 10, 75 3 (2'1e Job Address ig.,Y ? 5* aL cpw Slope O Asphaltic Shingles O Few Roof Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. 1 ROOF CATEGORY O Mechanically Fastened Tile 0 Mortar/Adhesive Set Tile O Metal PaneUShingles 0 Wood Shingles/Shakes Are there 0 Prescriptive BUR 150 Gas Vent Stacks? Yes 0 No 0 ROOF TYPE Type: Natural U LPGX ' Re-Roofing CI Recovering 0 Repair 0 Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) qe) 0 oo 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. 90 I i d" "-am 1 innuilimull I II' iiirmgopmemosmadillim bi 1101 pill 1 p fel 1 1 ir PIN on pi 111111 r roll 11: li' I 1 III 0111111 Ill IN g EL Al Min riELLEZEHREPAL I illitill111111111111111111111111111110,Mummi iiminummummummullimmummunn A • Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Section C (Low Sloped Roof System' Fill in Specific Roof Assembly. Components and Identify Manufacturer (If a component is not used, identify as 'NA') System Manufacturer f NOA No.: 6 1( b, D J Design Wind Pressures, From RAS 128 or Calculations: Pmax1: 1 , Pmax2: &? 6 Pmax3: 42 %3 Max. Design Pressure From the Specific NOA System: 3.Z •, Deck: : , 5 2? �f f h.) oo( Gauge/Thickness: Slope: Sy' oN /2 Anchor/Base Sheet & No. of Ply(s): /U Anchor/Base Sheet Fast ing Material: Insulation Base Layer. /✓ /q Base Insulation Size and Thickness: /r 4 Base insulation Fastener/Bo,Mina Material: .Top Insulation Layer: N 17 Top Insulation Size and Thickness: A) / ) Top Insulation Fastener/Bondur INterial: Base Sheet(s) & No. of Py(s): 7(.5 Base f a /Bondinterial: /t!J t / 125 g Ma / s /Y "1; �! C,OPS Ply Sheet(s).& No. of,Py(s)Or}fG /1SS PP/ y ay Py Sheet Fastener/Bond // r G �/ S eN/Pd- ' Giffrtia c.s�,ef #1 Top Ply (S'//LLt ' Top PI Fastener/ Bonding Material: /i Dr. fisiodo t' .• Fastener Spacing for Anchor /Base Sheet Attachment Field: 6 ' oc Q Lap, # Rows k2 Q 9 • oc Perimeter. 6 ' oc Lap. # Rows L @ 6 ' oc Corner C ' oc Lap. # Rows y Q C' oc Number of Fasteners Per Insulation Board Field /) Perimeter N I't Corner ,f/ R Illustrate Components Noted and Details as Applicable: Wbodbbcking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat. Cant Strip, Base Flashing, Counter- Flashing, 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. 6A1 PLY y a Ai G.A�M /� c•�L Su 2,2a A 696 1 %,g/'Java miFT. 20 Parapet Height Mean Roof Height a 4 SECTION 1524 IIIGH VEL ( CITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 4 x 0 1524.1 As it 1 crtains to this section, it is the responsibility of the roofing conlratIbr to provide the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of ehaptcr 15 of the FIotya Building Code, Building govern the minimum requirements and standards of the industry for roofing systertl installations. Additionally, the following items should be addressed as part of the agreement between the 4+vncr and the contractor. The owner's initial in the adjacent box indicates that the item has been ....�eplt �y `�11II 1. Ae� Wockwansltip: The workmanship provisions of Chapter 15 (High Velocity Hurricane one) are fot'! purpose of providing that the roofing system meets the wind resistance and water intrusion performance Standards. Aesthetics (appearance) issues arc not a- consideration with respect to workmanship provisions. Aiisthetic issues such as color or architectural appearance, that arc not part of a zoning code, should be addressed its part of the agreement between the owner and the contractor. 2. R4nailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailcd in accordance with the current provisions of Chapter 16 (1-Iigh Velocity I- Iurricane Zones) of the Florida Buildiq, Cod 4. (The roof deck is usually concealed prior to removing the existing roof system). 3. Cpntmoir Roofs: . Common roofs arc those which have no visible delineation between neighboring units (i.e. totnhouscs, condominiums, ctc.). In buildings with common roofs, the roofing contractor and /or oyster houldfftolify the occupants of adjacent units of roofing work to be performed. al 4. Exposed Ceilings: Exposed; opelrebcam ceilings are where the underside of the roof decking can be viewed 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 f maintaining this appearance. I N 5. Pondin '' ater: The current roof system and/or deck of the building may not drain well and may cause water 16 pond rr (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and 'lnay require the review of a professional structural engineer. Ponding ritay shorten the life expectancy a td performance of the new roofing system. Ponding conditions may not be evident until the original roofi g system is cmoved. Ponding conditions should be corrected. 6.OVerllow scuppers (wall outlets): It is required that rainwater [low off so that the roof is not overloaded from a bui4d_uj,of_vater. liitrimeter /edge walls or other roof extensions niay block this discharge if „ overflowl scuppers (wall outlets) Tit not provided. It may be necessary to install overflow scuppers in acco �ce w t$ the Florida Building Code, Plumbing. V ntllation: 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 rn ; be beneficial to consider additional venting which can result in extending the service life of the " 'roof. Owner's /Age is Signature Date Contractor' ignaturo s), . ass 11 al ram 'ROOT COVERING MATERIALS (IEV1) nr.011NG SYSIIMS (16111)— Continued rum: 'Twig -l+u' m '1'oly•Iso Special' with - Polyloant 251' ,oi `I'ol 101', 1 hi. min, . • •: l',, i4.:' 11as< Coati Ona 01 Iwo aplshcallons 'Gaconel U0.7050',•, applied at I. ' JIM/application of Ilne< applications, applied 1.1/4 gal /rr{/.ppliialion 16•12 thy tolls). us faring: 'Gacone* UA•65' Series (various (olors), applied .1 gsl /sq (12 shy mils). 10, Deets iii Iodine: 1/2 1oun: 'Pvly•Iso" us '1'uly•lso Special' with l'uly(oam 251" or 'Polyfoani • ltll', •1 its. min. Um Coat: One or two applications '6acollen U8.'U50', applied at 1• . t 41 /sq /apptlutiou or Three appllutions, appliCd 1.1/4 gal/in/application 16.72 dry mils), • solacing:'6uuneK UA•60' Wet (vicious colors). applied 1 gaI /sq (15 My n,ik), 11. Decks IIC Iodine: 2 '' fua►ns 'PolyIso' or'PolyIso Special' with "Potyloam 251.' pt "Polyfoani 103', 1 ht. min, arse (nat:'GacoS11 S•1000', applied at I gal /sq (10 dry mils), . Sulfating: 'Guufltt 5.1000', applied at 1 ga /sq (10 Jly mils), 12. Ordi NC • Incline: 1 • foam: 'rutyfuam',251 oi' ;'Polyyfoam 303', any thickness. .•. 'Surlattut2 :'Gacalleg brrt;Shlt)d 2002', 40 Jry mils. 11. Nit: 11( r rt, x'j, :.2a" Incline: 2•I /2 foam: "Putylnasu.'2)5 , anv thickness. lisle Coal: Gacollre A 621 ,1.1/1 gaI /sq (14 d1?ullls):• ' Surfacing: 'Gaco(ter. A-(200' seelet (vaslous colors), 11/2 g a I /sq (14 diy mil►).; ; . GAF MAT[RIALS CORP` •' • 111306 (11) 1361 ALPS RID,'WAY((( (13 07470 . . '111u100111 20'. oi,'RII1311010 Mudi(iad (lase Sheet' nayy be utilired as .an aheoute lo 1ype G1- hasryliett► in any ul the followin3.(lassificalios. 1/1' in; thick . (uiiit) igyouits 'Laid or 1/4 111. thick (min) Gcorgla•Paci(ic 'Uens•Uecle' uvedaytiuid'Inia1J..nsay be used in any e.h.lin9 noncombustible 1 dick classification: y(heiilliis 'is. done, the reselling roofing system is aaeplable fu( ute'ovei:cosisbuslible (15/32 in. min) soul decks, the johns in the gypsum board and ovetlfysitent hood ate offset 6 in. with the joints in the deal, 11 polystyrene iz.(r itiof. l totem, 11 roust be placid below Ore or ilsymen! ASPHALT Mt SYSIFMS WI111 1101 ROOFING ASPHALT type G2 asphalt glass mat ,base sheet ("GAIGLAS N1S Oast 'Sheel) is a suitable alleinale fur lyric (.1,ig,Iult glass fiber ply sheet ('6ATGIAS Ply 4' or 'GAI6IAS Ply 1.') In the (lass A. 8 or t soul systems indicated below. . Ihr tool deck may liest be coveted with a type G2 as hall glass gnat base •sheet '6AfGIAS SUstavcul (Vent•Ply) pedestaled' or GAIGLAS Slulavent (Venl•Ply) lot mailable decks'. Perloated to be mop d and 'sellable to be atdsaniully.all,lthtd granule side down. At an option type 62 asphalt glass neat lase sheet ( *GAF61AS 82S OAR Sheer a'6AIGIAS StsaUvent (Vent-Ply) fur mailable decks') nray lie s1,Lsliluted fm 61 asphalt glass fiber ply sheet (GAfGLAS •Ply 4' or" GAfGLAS I'ly Vial the sailed base ply In the Iolluwinq systems. - . lottani ply or base sheet may bt'solid mopped, spot mopped or mechanically listened. r Unless oliserwist Indicated, all insulations may be hot mopped or mechanically Wetted. 'GANG(AS flashing' ot'Rubetold' may be used for flashlny In Any of (he Class A. 8 or ( systems listed below. When 'pellite' is refesenttd. this includes 'GAIIEMP P(RMALIE(e'' or any 111*, 01 Classified Ratite insulation. ;1 ►• (rushed stone or slay ate suitable alternates (or gravel hi any of the Class A. 1 • 1 of ( systems listed. 1 1 ' t ltruclutal cement fiber building units sae considered suitable to be included is dock in the following (lass A, 8 or C systems listed Over (•1S/li or TIC. Ihr use of gypurm bard wider any of Ate following (Iasi A. 0 or ( systems ins out adversely effect the ialn j. the use of 1/2 ill. mill 1)ypsumui Ewald is in acceptable alternate for Insulation oyes (••15/12 decks.. • , r . the use of potysly ere insulatiois bard between min 3/4 in.' ovine, Loan! It)•' rd deck with rosin paper (pertile /rusln paper /pulyslyrtru /peilite))..•Is a' tit, ►tdeble elletnate, for isocyanuute bond in the fulluwiny; t A oast , C spleen. .. , '(.A11(Hl' Isulhenn RA'. "6Afl(MP l.%pescd Isolhtnsi ILA''asml '6A11tMl' I lapusite A' may be substituted lot any sutyanutate insulation in airy•ol the ►mowing Classifications. - ri. (lass A, D and C. _• Vet tooling ast,hall, lot use with organk and glass fells or modified bllmn.n h al l :' watranes. . :. (lass A : i• J I 1, auk: (.55/2 Incline: 3 • lnsulatlon (Optional); Ont of mutt lases pellite, wood fibe1, Vast hoer, hucyanurate, methane, pertile /nucyauuule composllt, petlile/ 2 3. 4. 5. 6. 1. • 8. inn uaay (1M PRnn(1(T ROOF COVERING MATERIALS (TIM RO011116 SYS1(MS (16(U)— Continued urethane composite, wood liber/lsocyanurale compote, phenolic, ail thickness, • _ ' • Ply Sheet: Three or more layers Type GI '6A(GLAS Ply 4' or "GAfGLAS Ply 6', hol mopped. Surfacing: Gravel. Decks C•!S /)2'''' Incliner 1 Insulation (Opllonal): One or more layers pellite, wood fiber, glass tiher, isucyanurale, urethane, penile / isucyanurale composite. Wile/ methane composite, wolf fibs /isocyanuule composite. phenolic, any thickness. Ply Sheets Three or more layers type G1'GAICLAS Ply 4' ot'GA(G(AS Ply G'. Cap Sheet: One Iayer Type G3 'GAIGLAS Mlnetal Surfaced Cap Sheet'. Deck: 1((• Inclines 2 Insulation (Optional): One or mote toms pedilt, wood fiber, yless Tiber, isocyanuule, u:tlhane, pellite /Isocyanutate composite, partite /.' urethane composite, wood Tiber /isocyanutate composite, phenolic, 2 In. eau. • :,,.. . Ply Sheets, Two or more layers Type GI 'GAfGLAS Ply 4' or 'GUMS PIy Cap Sheet; . One layer Type GJ 'GAIGLAS Mineral Surfaced Cap Shat'./ Ded: NC Incline: 1/2 ' Insulation: One or two layers '(solberm R. 4 In. mar, hot mopped. Ply Sheet: A:.y UL (Ussilied gravel 'Mace! (lass h*splaitaglass fiber snit system..• oasis C Incliner 1 lslp Sheet' (Optional): Red rosin paper, palled to deck, last'Slstels'Ont layer 01 Type 62 '6Af6lAS 1115 8ase Sheet` (may bt nailed), . • Ply SheeH One or more layers of Type GI'GA[GIAS Ply 4' or GAfGLAS Pty Cap Sheet: One lays of lype 6.3'GAf6US Mhusal Surlued Cap Sheet'.. Luck: NC tntllne: ) •I)ase Sheet: One layer of type 61 " GAIGIAS 825 Dase Sbttl', Ply Sitee1: or mote layers of type GI '6AfGIAS Ply 4' or GAfGLAS Ply • 6', . Cap Sheet: One (ayes of Type.6•3 '6A161.AS Mineral Surfaced Cap Sheet'. Decks (•15/32 Incllne: 2 Insulation: One 00 mote layer polite, glass fiber, (sotyanurate, urethane, penile /isocyanutete composite, pertile /urethane coniposIle, phenolic, 1.0 in. iuln Onset hors plywood Joi 6 111.). Past Sheet: Oncot mole layers of lype G1, 62 or 63.- • MembsLte: One or stole sayers of 'Rubetold )ouli (smooth ur granule), 'Itubr,oid knell Plus' (9tanule), "Rubetoid Hop' (smooth os granule) of 'INtbrruid Mup Plus' (granule). Cap Sheet: 'GAfGLAS Mineral Suslaced (ap Sheet', hot mopped. • Deck: (•1S /32 Incline: 2 Insulation (Optional): 04 or most Iayes pedilt, wood fiber, glass • fiber, isocyanut►te, methane, petlile / isucyanurale composite, petlile/ methane composite, wood lbes /isocyanuule composite, phenolic, Mcinbiant; (Inc ot mote layers ol 'Rol/fluid IptchIsmooth 00 gtatrule). I lsitlness. !' ` Dose Sheet: Iwo or rote loyets vl Type 62 os 6), ^i Ply Sheet (Optional): (Inc or mote layers of type GI. • • H robust: One or more layers sal 'Rol/fluid Iprch (smooth 00 gsa?tule), 'Rubetoid latch Plus' (granule), 'RubesolJ Mop' (smooth of gsanute) m • Isthmoid Hop Plus' ((mnule). Cep Sheets 'GAIGLAS HMO Suslaced Cap Sheet•, bot mopped. • Class • 1. •Deck: (•15 /32 Inclines 3.1/2 . insulation (Option +l): One or /tore layers polite, wood (T yylaic ' liher, isucyanoale, methane, polite /isocyauulate composite, tslile/ uretliane,composile, wood Tiber /isocyanurate composite, phenolic, any thickness. Ply Sheet: Two or more Iayert of type G1 '6A161.AS Ply 4''or'GAIGIAS Ply 6' Cap Sheet: type G) '6Af61AS Mineul Surfaced tap Sheet', hot mopped. 2. • Deck: (-15/1/ Incline: 3.1/2 Insulation (Optional): One os more layers pedilt, wood libel, glass tihei, isocyausnate, methane, pedilt /isucyanurale compose, penile/ intllsane composite, wood Iibes /isocyanuute composite, phenolic, any thickness. Base Sheet: Iwo o1 more layers of lype 61, G2 or 63. Membrane: One or mote layers of 'Rubetoid Torch (smooth or granule), • 'Rubaui l Torah Plus' (gsauule), 'Rubetuld Mop' (smooth m granule) of • 'Rubetoid Mup Plus' ( ganule). Cap Shdkli '6Af6lAS Millets! Sutrated Cap Shur', 1sdt,noppEJ. fleet C 1. , Onto (.1V31 Islrtlnu 1/t TII►Ylition (Optional)t One Of more layers perptt, wood fiber, g Nat, Isutya uaU, usethane, perl:le /bsocyarwule composite, per ice/ 1 ' 1• Il 1 11 pectllcations C GAFGLAS® Specifications N- B- 4 -M /P6 and N -B -4 -M Ile ye GAHM Mineral Surlacnd Co Sheet 1rPP 1 21 -- 1 NNLMI, Deck SheethInp Paper (N required) Dots Sheer (ees Mow) OAFOLAS Ply Roofing — Wham North, South, and West Zones Nailable decks up to 6 Inches per foot slope, except for lightweight insulating concrete decks which are Orbited to a maximum slope of 1" per fool. Wood, plywood, poured gypsum, precast gypsum planks, other acceptable nailable decks. For lightweight Insulating concrete decks, see page 9. • Materials Sheathing paper (1 ply, N required) Base Sheet GAFGLAS PIy (2 piles) GAF Materials Corporation Roofing Asphalt Interplles' Cap Sheet GAFGLAS Mineral Surfaced Cap Sheet (1 ply) • 'Approximate WeIpM per Squire , 175-250 lbs.. ,. ,General,.. : j ;•:.'' Design and Appllcatbn tAnsiderations detailed In this Manual shall apply In `addition to the following recommendations and specifications.:: — Application of Roofing Membrane . 1: Ovetentlre surface, lay One ply of sheathing paper where applicable. Lap d,Ch sheet 2 Inches Vet preceding sheet. Nail sufficiently to hold in place. e. . Slarllnp`st th1 IoW polnt of the roof, lay one ply of Base Sheet, lapping each ' 'sheet'211iChes at edges and not less than 6 Inches at end laps. Nail along lap ",of base ply at Intervals not to exceed 9 Inches and stagger -nail down center of - 'fleet In two rows nails spaced at 18 Inch Intervals In each row. Use Ias- i !' 'teners with Integral metal heads at least 1 Inch In diameter or square that are recommended by GAF Materials Corporation or the deck manufacturer. (See - Instructions' below.) - -. 1. Starting at the 104 point of the roof, mop two plies of GAFGLAS PIy shingle - fashion; lapping each sheet 20 '/e Inches over the preceding sheet; solidly 'mopping to the underlying base sheet to provide three plies over the entire roof area. . • • Asphalt Requirements • interply moppings of Roofing Asphalt must be applied in a continuous film and shall consist of approximately 25 pounds per 100 square feel of roof area with a tolerance not to exceed 20% plus or minus. The appropriate asphalt for the slopes Involved must be used. OMAN CORPORATION Slope per fool Asphalt Type Up to 3' . Steep ASTM Type III 3'• 6' HT -Steep ASTM Type IV On slopes up to 'h inch per foot, Flat ASTM Type II may be used except In Florida, Texas, New Mexico, Arizona. and California. Surlacing Apply GAFGLAS Mineral Surfaced Cap Sheet in accordance with the application instructions on page 20, so that the laps are offset from the laps of the ply sheets. Special Instructions 1. See recommendations for use over gypsum decks on page 9. 2. Acceptable Base Sheets include: STRATAVENT'" Nailable required for freshly poured gypsum decks, GAFGLAS #75 Base Sheet, RUBEROID' Modified Base Sheet, GAFGLASi° PLY 6', and GAFGLAS Ply 4. For wood decks and structural wood fiber decks, when GAFGLAS PIy 4 or GAFGLAS PLY 6 is used as a base sheet, a sheathing paper is required. 3. See 'Nailing of Base Sheet,' page 19. 4. For roof slopes of 1 Inch per foot or more. all ply felts must be back - flailed 4 inches in from the back edge of the felt. See 'Installation on Steep Roofs,' page 10. UL Classificalioll UL Class Substrate Slope A A B C 2' NC 3' C 3'h' UL Chart Key 1. Substrate C = Combustible and Noncombustible Combustible = Wood planks, boards, etc., plywood (min. " /Tr Inch thickness), • oriented strand board (min. '/r Inch thickness). NC = Noncombustible only , Noncombustible = Steel, poured or precast structural concrete, lightweight insulating concrete, gypsum, structural wood fiber, etc. 2. Slope Maximum slope allowed, in inches per tool: Guarantees Available Specification • Llbery Guarantees N- B- 4 -M/P6 15 yr. West Zone only, Wood Decks. • N- B- 4 -M/P6 . ' 15 yr. Lightweight Insulating Concrete. (See page 9.) N -B-4 -M • 12,10, 5 yr. 41 11/10/2003 08:46 FAX 9738283856 TECH SERVICES • I M BUDDING CODE COMPLIANCE OI ICE (BCCO) PRODUCT CONTROL DIVISION NOTI OF ACCEPTANCE 4T GAF Material Corporation 1361 Alps Road Wayne, NJ 0470 SCOPE: This NOA is being issued under the applicable rules and regulatians,goveming the use of construction materials. • The documentation submitted has been reviewed by the BCC() 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 (AHI). This NOA shall not be valid after the expiration date stated below. The Maud -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 materiel 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 net the requirements of the applicable building Lode. 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 Convenilonal BniltrUp 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 heroin. • 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 tbis product. , DOMINATION 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, thew it shall be done in its entirety. "INSPECfON: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and smmll be available for inspection at the job site at the request of the Building Official, : -This NOA renews NOA #02- 0408.09 and consists of pages 1 through 21. The submitted documentation was reviewed by Prank Zuloaga, RRC IJ001 M AW -DADE COUNTY, FLORIDA MErRO`DADB PLAGLER MU N° 140 WEST PLAGUE STREET, SUITE 1603 • MIAMI, FLORIDA 33130 -1563 (305) 375 - 2901 FAX (305) 375 - 2908 NOA. No: 03- 0501.05 Expiration Date: 11/04/00 Approval Date:10 23/03 Pace 1 at 21 11/10/2003 08:47 FAX 9736283856 TECH SERVICES Wood, Non- insulated Deck Descriptions 19 1 " or greater plywood or wood plank deck Sim Type R (1)t Base sheet mechanically fastened. MI General and System Limitations shall apply. Base-sheets GAFGLAS #80 Uldm ant Base Sheet, STRATAVBNT® Eliminator Perforated Nailable, RVEEROID Modified Base Sheet, RUBEROID® 20, RUBBROID SBS Heat WeldT Smooth or RUBEROID SBS Heat-Weld 25 base sheet . mechanically fastened to deck as described below; Fastening- Options: GAFGLAS® Ply 4®, GAFGLAS Flex Plyl 6,•GAFOLAS -#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 psi, See General Limitation *7) GAPGLAS® Ply 4®, GAFGLAS Flex P1yT 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -Tec (0AF1TEI) #12 Or #14 Screws and 3" Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows areequally spaced approximately 12" o.c. in the field of the sheet. (Maxinwm Design Presxrp'e • 4L5 pi; See General Limi4stion #7) GAFGLAS Flex Ply's 6, OAPGLAS . #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 ps, f, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with . Drill Tec (GA.FI'!TA) #12 or #14 Screws and 3" Plates, 12" o.c. in 4 rows. One row is in the 2" side lap. The other taws are equally spaced approximately 9" - o.c. in the field of the sheet. (Maximum Design Pressure -60 psi; See General Lbnatation #7) Aqy of above Base sheets attached to deck approved annular ring shank nails and 3" inverted Trill -Tec (GAF ITI 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 -GO psi; See General limitation 17) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with • DriU -Tec (OAF ) #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 Beld•of the sheet. (Maximum Design Pressure -75 AV; See General Limitation #7) One or more .plies of GAFGLAS® PLY 4®, GAFOLAS® PLY 60 ply sheet, #80 Ultima, RUBEROIp MOP Smooth or RUBP..I2OID 20 adhered in a full mopping of approved asphalt applied; within the EVT range and at a rate•of 20- 40 lbs. /sq. (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 40lbs.sq. NOA No: 03-0501.05 Expiration Dates 11/04/08 Approval Date:10/23//03 Page 18E421 Z1002 11/10/2003 08:47 FAX 9736283856 (Required if no cap street is used) Install one of the following: 1. GAF Special Roofing Bitumen with an application rate of 201bsJsq with an application rate of 1.5 gal./sq.; or OAP ,WEATHER COAT@ Emulsion (Matrix 305 -Plbered Expulsion) with an application rate of 3 galisq.; or OAP Premiumnbered Aluminum Roof Coating (Matrix System Pro Aluminum Roof Coating Ffbered 301) with an application rate of 1.5 gal/sq. 2. Asphalt Goal coat at an application rate of 60 lbsJsq. ± 20%; plus gravel or slag with an application rate of 400 lbs.sq. & 300lbs.sq., respectively. 3. Top Coat Surface Seal SB {Mahn? 602 SB Coating), Top Coat MB Plus (Matrix 715 MB Coating), OAP WVeatherCote or WeatherCote LOW -VOC applied at rate of 14.5 gal/sq. Maximum Design Pressure: Sea Fastening Above TECH SERVICES 0003 ' NOA Not 03.0501.05 Expiration Mho 11/04/08 Approval Date:10f3/03 Page 19of21 • 11/10/2003 08:41 FAX 1738283856 • • WOOD DECK SYSTEM LIMITATIONS: .1.. A slip sheet is required with Ply 4, and Fleit Ply 6 when used as,a mechanically fastened base .or •' anchor aheet. 2. Minimum IA" Dens Deck or 1/2 Type X gypsum board it acceptable to be installed directly over the wood deck GENERAL LIMMTIONSt • • ' • • 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Dhectory for fire ratings•of this product. 2. Insulation may be installed in multiple layers. The first layer shall he attached in compliance with Product Control Approval guidelines. All -other layers shell be adhered in a full mopping of approved asphalt applied within the £VT range and at a rate of 26-40 lbs./sq., or mechanically • attached using Is 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' ineximmn. 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 ventilationi Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each iibbon tO allow cuss ventilation. Asphalt applir.ation of either system shall be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be limited to a maximum -design pressured' -45 pd. 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 ie based --. on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should tbe fastenerresistance be less than that required, as determined by the Building OfficW, a revised fastener spacing, prepated, 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 15 compliance with Roofmg Application Standard RAS 117. 7. Paimeter and comer areas shell comply with the enhanced uplift pressure requirements of these areas. Fastener 'densities shall be increased for both insulation and base sheet as calculated in ••• ' compliance with Roofing Application Standard RAS 117. (When this limitation Is specifically' • referred win this NO General Ltation-49 w not be applicable.) S. All attachment and sizing of perinieter nailers, metal profile, and/or flashing termination designs shall confomi with Roofing Application Standard RAS I.11 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall he applicable to all roof pressure zones (i.e. • •• field, perimeters, and corners)- Neither rational angysis, 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 . • TECH SERVICES Ij 004 NOA Not 034501.05 Expiration Date: 11/04/08 • Approval Date:10/23103 Page 21 of 21 r ?tl l u.s I i l l • . 1 114 AM flll(; SULLY I.K WORTH I! I (1X N(i. t.,1J1 ?)(1 07:21/01 MON 13:118 1'A1 051 578 MO I'U1.1'I OAY PR(DIICPS, INC. MIAMIC CONTROL. NO'!'I('i QL I'u lyfccam Produch, Inc. . TIN Spring: •$lucbncr hood Spring . X 713834 1.12 Your application for Tfotic:r of Accctluancc (NOA) of: Piro Co go pan en1 I'olyurc'thc:nt Fria in Adhesive under Chapter 13 ofthr ('.ode of Miami - Dade: ('aunty e ovcrnin g the use niAlttlt;t to Materiuls and Types of C'clnclrurtion, and completely described herein has bcrn recommended for acceptance by the Mialni -Dade County Code C'nmplianc Office (Ken) under the. conditions specified herein. .1I:is f'(.)A !.hail not l,r, valid ufrcr the cx pirnti daft stated be low. BC('(.) reset tI c.. ' '• ) 1 tt�ht to sL(.• urc this product or material nt nny Time front a johsite ur manufacturer's plant fat quality control tcstin(. 11 this product or material fails to perform in the approved manner, UCCO may revoke, modify, or suspend the use of such product or material immediately. BCC() reserves the right to rcvnkc this approval. if it is determined by BCC() that this product ot material faits to meet the requirements of the South Florida Itltlldtn!! (.erode% * I The expellee ofsurll testing will he incurred by for marlulitclurrr. AC C I •'t'T AN( :1 : NO.: 01 - 02 I:XPIItt•:S: 0 JI0/lnn(, , \t't it ()VI•:1): (t( /I.1 12001 C,JiS %U011�fl ZQOnlllO mphicllnnu� a 1 ■•pun, o r,,. nr pl(•. d.n Inun,rl,quil )uul urns 1!, (alhuttdln);n,dronlinr.coin MIAMI -DAUF. COUNTY, FLORIDA MFTRO -DAUF I:I.A( BUILDING uW 1.DINC CODE COMPLIANCE: OFFICE MGTRO -OAUf: FI,AGLL'I( Ul1II.01N° 110 WIiST I•I,AGL[:It s1RI'.Cr. r 1UI Ili I(") MIAMI, 1 1.01(1IIA 1)1)0.13(.) (10s) )7S -2 FAX OOS) 3 7s Mg Cori It CC OK t.ICI:N %INC xr:GrKIN ow)) 13 -23'_1 FAX (� t7>>'7 s • iv►v ru ►t rou £NFOIACF:nlvr r nlvm 3r - on3i 111 :2416 PAX (SUS) t p , Prinnurr (manna. DIVISION (1u))17).2o011'A OM r:' 6)17 47 Raul Podd itt z i Chief Product Control Division i ill.., jTIlr (,c)' nSl.1.kit:i,Sf';LAUn)II Q iAt.VA(,LS FoI& LFIcNI CONI 111ONS ttllll,1)INI: CO1E RPROtw(°r IiFY1>��V COMMrrTFL This ;1111)lic:niion for Pluduct Approval h;1, been reviewed by the BCCO and approved by the Building ('oil and Product Review Committer. to he. used in Miami County, Florida under the conditions Set loch% above. I'talicisco J. Quiluuna. R.i. Director Mi.nn Dattl: County Building Code Compliancy Offii''u 11. 111) Itolllcp:,gc: Alrp .N►rww.hu)IdinKcodoonllne.rpm I'. O 1/08 C;/) Q 0z qtr► ■J Ii,i'r I t,.s Ult.. 11:14 1111 AIs( SUPPLY I.K Odd • 01/21/01 HON 13:03 FAX 954 578 1042 1 '^1)4011 f rlducts. 11'•. ACCEPTANCE No.: 01-05/1,0. ROOF ASSF'M[i1,Y APPIl Cifi •Lnt-y; Ranting ■nl• (: sIt o y: Root" I ile Adl :iivt: (1 tal r7tll- Polyurethane 2. 1ltunucT nEscrtipTioN Manufactured by Applicant PnlypntthD AA11I6O rnatltprn(11) R I i IOO( I'roI'ack110 30 8. 100 Property Density Compres,ivc Sticnrth �:nsile Strrnlitlt Water Abuuptiun Moiiutrc Yap(); transmission 1)IInC iuiunal ';I:Ihility PI r aw innl N/A N/A N/A 2.2 "Typical Physical Properties: ASTM n 1622 AS TM 1) 1621 'ASTM 1) I6 ?3 ASTM I): AS Ati l rvl 1) 2126 •v■ 1• fiX NO. Ut;1 UitUfilibl I'0IS•FOAY PROPIJCTS, INC. Tent Spccilicutlnatt PA 101 1.6 Ibslft.' 1 PSI P.uallel to rise: 12 I'S1 Perpendicular to tine ?8 PSI Parallel to rise 0 OK I.bs. /F1 . 1 I Perm / Inch Approval [)alts: June 14 2101 Espintl ion Unlc: Mat 1 flJOOfi le scare 11ti> apptovtts 1'ulypr0(l A11160 .Ia mantil'acl.arctl by l'ulyfoant hruducltl, Inc. as (.lescriho(I in Sccttnrt 2 of this Notice of Accttlitance. hnrtlte Ioi tinns wiieri: the design !: pressure retluirementS. as drier by appl, :able buildin1, coda. does not exceed the (L:sihn ptts.SSUrc values obtained by c)l(•.(Ilalior,s in conlplianc:r. %vith Roofing Application Stand:tnl (AS 1 for use with approved flat. low, and high profile roof tiles system using 1'nlyl,rnot0 All 160. Where the attachment calculations arc done its a moment based system Inr sinl;tt' batty placement, and as an uplift bn':eti syslum for doublet potty systems Product P.fi Iintion "Iwo component polyurethane Dispensing lFquipmetti 1)ispcttsitig t ?ificipmctil 2.1 Components or products ntanufarturcd by ulltt'rc: Ally Miami -Dade County Product Control Acteptcd Roof file A':<t:n►lIy h :cvinu a current NOA ■ltirlt list uplift resistance values tvich Ilse use of I'olypro Al1161) roof tilt.' adhesive. ReYttlti 1 0.07% Volume Chaotic p, -400 F.. 2 1 6.11 ° , Voluutt• CII:tn lutttnlity, 1 woAr: •o rr1=1`�A4:: — - I r.utk Z Ioagn, ItI(C Product Control Examiner MAY ",' / (1:) '1111: 1 r: 1 AM ANC SUPPLY I.K WORTH FAX NO. ',Ail !tlfarlf;�1 / (17!23/01 MON 13:011 F'A1 9S4 57S 104 PU .VI•oAM Pkc1nUCTS.INC. 1'rtlyfnanr 1_'rnductl (or. AC.I:I':P'rAN(;Ir. No.. 01- 0521.0* '1.13 'files must he adheied in freshly app;ird adhesive. Tile must he set within 2 to 3 ! minutes Act Polypio Al has been dispensed 4.9 Polypro D Al 116n placement and minimum patty weight shall he in accordance with the. 'Placement Detail' hetcin Each generic life piufilc requires the specific placcnient noted herein. 5. r.Alif':I.IN( Tnhlc 1: Adhesive 1'Irtccnrent I'or Each Ccncric 'I'ile.•1'rofilc Tilcl'rn(ilc Placement Single ruddy Wcight Twn Paddy Wcitlet Detail Mist. (unions) per paddy Min. __ !'` • ( mils) Flat. 1..nw. High Profiles tl t 1 S N/A _ 11811 Profile (2 Pic:c:c Bartel) III lliscdt on rap and . N/A I'llt Low I fi1;Ir Profiles _ 112 . 24 N/A fla1_I.oiv. !hall ...Profiles - - - -- k — —_ ,. 8 i ! All PolyproQt) A11160 containers shall comply with the Standard Condition$ listed herein. 6. 11(111.1)INI: Pr'RMI'T REQUIREMENTS 6.1 As 1 r.yuired by the fluilding Ofrcial or applicable. luildine Code in order to■i proper evaluate the installation of this systenr. •v '1 .1 r • frank Zulnaga. RRc Product Control Examiner • J OO5 Argo MAY f OA Mr. 11':16 (1M (1IIC SUI'I'I.Y I.K WORM o:! ?lrol MON 13:10 FA1 954 5711 1042 I'al t'r}ISj�i ,ts, tire. POt.VI (IAll PROD('( :'1'S. 1NC. Acceptance. This Notice of Acceptance consists of pages 1 through 11: END OF TI IIS ACCFPTAN(IE: 11 PAX N(). 1)611)8h/16W P. UH /ON ACCEPTANCE No.: ot- 0521.02 Flank luloaga, ItIRC Product Control [:xaritint :r I Itc,tew.1I of this Acceptance (approval) shall be r onsidtart:d alt er a renewal application has been fl and they original submitted documents, including le)t- supporting data, engine( ring documents, arwiin older than dirk, (11) years. ). Any and all approved products sh :III be permanently labeled welh the manufaetu'. v 's n►nte a ly, seam:, anJ the following statement: "Mciini t) ide County Product Cuntrul Approval ", or! as spcei(ii illy stated in the spe:citic conditions of this Acceptance:. .t Renewals of Acceptance will not he eorlsrd‘rcd if: *I he•rc has been a change in the South florida Building t:ode Ihwt:valuation of fliis product and the product is not to compliance \with the code changes. b. • The product is no longer the same product (identical) as the: one originally approved. !` c If th,: Acceptance holder has not complte:d with all the requirements of this acceptance, t including the. correct installation oldie product. d The enp,uce:r who originally prepared, signed and %cale:d the required docunit;ntation initially Sithnutu:d, is no longer practicing the: engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the produet.or princess shall Automatically he cause for termination of this Acceptance, unless prior written approval has *ft requested (rhrouph nce flin of a revision application with appropriate fee) and granted by This Mice. Any oldie following shall also be grounds for removal of this Ac eptancc: a. Unsatisfactory performance of this product or process. h Misuse of this Acceptance as an endorsement of any product, for sales, advertising ot 'Rny other lur rpnsea. Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and fo11oi\•cd by the t; dale may be displayed in : lue r:tuc II any punier of the Notic of Acceptance is diiplaycel, then it shall he dune in its entirety A copy of dm Acce:ptancc as will as approved drat\ in�s and other documents, where it applies, stall Le provided to the u,er by the manufacturer or it% distributors and shall be available for inspection at the job site at all time The enl;ineet need not rc..e :al the copies. 1 failure to comply \oath any section of this Acceptance shall he cause for termination and removal of (m 009 • • :quy■ NAY UA 'FIJI•. 11:16 (1M (lHC SUPPLY LK W(JW I II .(7/23/01 MON 13:10 FAX 1)S4 578 1012 POI.\'1'OAM PRODUCTS. INC. Pglyro Prntlut�lc,Inc. N11 Ihwugh Lrmrllt paddy • (between tIlal i 9 • • AUIIEsiv . 1'L.\l_EIVIF:N'r DETAIL AIL _i 1)0U11LE I'AT FY 11 in $rdilun ills paddy u.o furls coin. only Nall Iluouph plutic ccrgcnt !' 3 In. a l ln. Sing!. paddy on Lnd6Mymanl Single paddy on top al ill. P Any (under 11161 fats Cain c Lu lawri I. (1X NO. !)1i l Hlla l P. 01/08 ACCEPTANCE No, : 01- 0ti21,0i Nail through plxllc roman! I1ndliiymcnt r f In. r 3 In. 4 In. iingla paddy on ands/ Isymoni 0' Sin& Wit under lilt Single paddy on top oI Ills Pro Cant 5140, paddy b.tw4Nn illa f ir4 Claws i Intl In. m.&lm tin paddy .I,. coons only fault sinpll paddy undo, ills ^**' SIngl. paddy 14 a 114. i In. insdlt.s 1111 p,M1 Iles ' 161114.041 fl Frank Zuloaba. ItItC Product Control Examiner Id) 0011 fascia W.ephsls tan armor Ddy Idle �R' MiY ;' ( 111l.. I I: b fM flHC UPPI Y I.K W01;111 FAX NU. bti I P. 06/08 ,n7:23/0i MON 13:10 FAX 954 578 1042 POLIFOAU PRODUCTS, INC. 6 IA007 y fqiind I 0c. ACCEPTANCE : ADDESIVE PLACEMENT 1.)FrAit. 2 SINGLE PATUY Mit I ft.tooill, platik Undultyrnol lot , Faddy gig oath Pita liliough pI.i.Ic c•410‘d UnderiAmeni .s4 In. 6 bIiI Ituough 1.41/16/11 UldlILIyMi�t faro (John Frank Zuloa83, 'MC Produrt Control Fxamincr trio Csuni * r . I tri 416IP . MAY. ?I 03 fall'. 11:1'.) AM (IIIC SUPPLY I.K WORTH '01/23/1)1 HON 13:00 FAX 851 578 1U.2 POLYFOAY PRODUCTS,INC.. FAX NO. b(lltrlba l P. (13/(111 l'otyfoim_rj.odIRJj 'nc.. AC:CFP'I'ANCE No:: 01_Q521.Oj Nrtr: 1hc physical prnprrtu listed above arc presented us typical average values as drtctntincd'by arccptcd , S TA1 Icst ►ncthuils r►►ttl nr r subject 10 normal ltliU►u(aclut iut; Yc r nh1011. :1. I,l11IITA'l'IONS 1.1 Fuc classification is not pall of this acccplance. Refer to the Prepared Roof - file Assembly for Grc rating, .1,1 Polypi 00 A11160 shall solely be used with fiat, low, at high tilts profiles. 3.3 tvtinimum underlayntcnts shell he in rompliancc with the Roofing Application Standard RAS 170 r, .p 3.4 Roof Tile manufactures acquiring acceptance for the use of Polypro® AI roo • tile adhesive with their tile assemblies shall test in accordance with PA 101. 3,S Roof Tile manufactures acquiring acceptance for two paddy placet±icnt with the• use of I'otyprotR A roof rile adhesive with their tilt assemblies shall test in accordance.. with PA 101 and with section 10.4 as modified herein. ( i r'— -- MS 3 Frank Zulnaga, R.RC Product Cuntrol Fxasnincr 4. INSTALLATION 4.1 1'olypro40 A11160 may be used with any roof tilt astct'.mhly having a current NOA that ftsls 111)1111 resistance values with the use of Polypio® Alt160. 4.2 Polypi o4D All 160 shall be .applied in compliance with the Component Application section and the corresponding Placcn)ent Details noted herein. The roof tilt assembly's adhesive attachment with the use of Polypro0 Alt 160 shall pruvide auflir.ient attachment resistance. e\ptcs'cd as an uptilt based system, to meet nr exceed the uplift resistance determined in compliance with Miami•Dadc County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tilt: assembly NOA 4.3 Polyprudtl A11160 roof tile adhesive and its components shall be installed in accuidancr. with Rooting, Application Standard RAS 120, and Polyfoam Products, Inc. Polyprn® Al -1160 Operating instruction and Maintenance Booklet. 4.4 Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by I'olyfoamt Products, Inc Polyfoam Products Inc. shall supply a list of approved applir..ltors to the authority having jurisdiction. 1.5 Calibration a the Foantpro4s) dispensing equipment k required bciisru application of attv ad1.1viivc. The mix ratio between the. "A" component and the "El" component shall he maintained between 1 .0 1.15 (A) ; I 0 ([l). The dtspensrs timer shall be sr..) to deliv;.l 0.0175 to 0 15 pounds per the as determined at r :nlibration. No other settings shall be approved. 4.6 Polyprorl0 AI.,1,60 shall be applied with Foampro RTF 1000 ur Prcil'ack® 30 &. (00 dispensing equipment only. _ 4.7 1'ulypro t) A11160 shall not he exposed permanrnlly to swill 11004 -11 .) :1: ti Type Insp'n Permit No. Name Address Company Phone # Correction MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Reques Date 5-4 Time AP a �a b9 q For Inspector: Re- Insp'n Fee /99y ,ve st Approved ❑ l ®1®75 7 a6 /02. / f_ e/3 Name & Date Type Insp'n Permit No. Name Address Company Phone # MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Date 5=4-03 AP atoo 5 94' 70 - 1,61.4? ply NC 1451 For Inspector: 5 /,... 673 Name & Date Approved ❑ Correction Re- Insp'n Fee ❑ 3os' 757 x4/0/ Approved Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Type Insp'n 1 Cc\ \ Permit No. :0' l 4UU Name [' �1S Address `eaGy t�►t . �� .5 Company a00 1 O Y 1 L 1 Phone # 6s, - For Inspecto (p Name & Date Approved Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date `-j9 J Time Type Insp'n Tr 0...Q 11' 17 Permit No. g 43 " I `iW 3w Name Address g.C1((1' QK) c1 Company QOOT • r Phone # 3Q.)' 6S ,S- 8,)4a . For Inspector 9J c Name & Date