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1249 NE 91 Terr (5)Date PERMIT APPLICATION FOR MIAMI SHORES VILLAGE 2 2003 10050 N.E. 2nd Avenue • Miami Shores, Florida 33138 • Phone: 305 - 795 -2204 • Fax: $05 - /so 72, q Job Address `Tax Folio Legal Description Historically Designated: Yes No G Owner /Lessee/Tenet ` ' Master Permit # �� , - ) 7 Owner's Address i - a , , , , 4 , i Phone t k ( Contracting Co. ; ' Address r • ' 1 1 i ' j Qualifier PC 1 s)(t 4..11 SS# ) Phone ` _1 _ State # Municipal # Competency # (' 1 ) 1- -�' r Ins. Co. LeA ( e� IF THERE IS NO PERMIT PACKAGE ACCESSIBLE ON THE JOB SITE FOR INSPECTORS TO VERIFY, THERE WILL BE NO INSPECTION. RE- INSPECTION FEE IS $50.00 AND MUST BE PAID IN ADVANCE BEFORE CALLING FOR ANOTHER INSPECTION. Permit Type (circle one): BUILDING ELECTRICAL PLUMBING WORK DESCRIPTION: Square Ft. Estimated Cost (value) WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR ANY ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). 1 certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for all disciplines. OWNERS AFFIDAVIT• 'certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constructio; and zoning. Furthermore, 1 authorize the above named contractor to do the work stated. Notary as to Ow . and/or o My Commissi(m Expires CFF itii.NOTsAYs Li,' ULADYS J VILLAR 4 iei" 1 1 * COMMISSION NUMBER y*' Q DD091094 7 , e.- ',0,' COMMISSION EXPIRES I " ' RADON FEES: PERMIT APPROVED: Zoning Building Mechanical o President Date Signature C.C.F lAtk Contractor or Owner Builder S Electrical MECHANICAL ROOFING -4. 1 tt 7 gsttf i irN COMMISSION t CC 866680 EXPIRES: August 26,2003 s Raided ThN Nota Public NOTARY BOND :))(-(-‘1 TOTAL DUE Plumbing Structural Engineer MIAMI SHORES VILLAGE MENT BUILDI G DEPARTMENT BLilding Inspection Request Date Time C Type Insp'n Permit No Name Address 1(-- Company Phone # For Inspector:$ 2 Approved )I1 Correction Re- Insp'n Fee x Name & Date a r r 0 rTh 1 Pay to the order of Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Permit Number: BP2003 -774 Printed: 5/13/2003 Applicant: Owner: TORRES JOB ADDRESS: 1249 NE 91 Contractor KAWALEK PAUL Local Phone: 786 277 - 9540 Parcel # 1132050010270 Building Permit SONJA TERR Contractor's Address: 485 N. E. 90 Page 1 of 1 Legal Description: WATERSEDGE PB 9 -141 E35FT OF LOT 31 & LOT 32 LESS E2OFT Fees: Description Amount FEE2003 -2862 CCF $3.60 FEE2003 -2863 Building Fee $172.50 FEE2003 -2864 Inpector State Educational Fund $0.90 FEE2003 -2865 Builders Bond $300.00 Total Fees: $477.00 Total Fees: $477.00 Total Receipts: $0.00 Permit Status: Approved Permit Expiration: 11/8/2003 Construction Value: $5,200.00 Work: REMOVAL OF EXISTING ROOF REPLACE ANY ROTTEN WOOD TIN CAPPING OF SHEETS FIBERGLASS PAPER NEW LEAD PAUL R. KAWALEK ROOFING & PAINTING 485 N.E. 92ND STREET PH. 305 - 754-0 MIAMI SHORES, FL 33138 -2566 vv'i Shores V1+ (J • ' VY 14- RiAdire f rACH a� For Y v W , Ob PeriV" 1:06 3 L00 2? 71: 0036606' - 1411' 3 28 L aW� aZ) Da 5 3281 / D 63- 21/63 ` 810 $ got I Dollars 8 VP )mpliance with all ordinances and regulations pertaining thereto and in strict ni Shores Village. In accepting this permit I assume responisibility for all work IY: S NOTICE OF COMMENCEMENT . A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. o ` ' TAX FOLIO NO. 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: F1-- 33) 34g 2. Description of improvement: I4 SL a 1 ! 7&) roc( 3. O ner(s) name and address: .)ores 1 F1_. 2 13 g Interest in property: 0 MA er 9. Expiration/ d Name and address of fee simple titleholder: 4. Contractor's name and address: Maw \ 1 FL 33 g "ori/&s Nome. ql 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 addres : ate of this Notice of Commencement: t ( he expiration date is 1 year from the date of recording unless a Print Owner's Name Sworn to and subscribed before me this 24 day of e)/ , 20 e S1 ,0 JF GCI�A NOTARY SEAL b 7r n Notary Public Print Notary's Name My commission expires: nnAH.l,zoos 123.01 -52 PAGE 4 8/02 I HERENY CERTIF ? :2 co y 02 Ma anginal filed ruts otfiee 0i1 ____ __ e10V of v Offlca:I Sec/. Syr WITNESS my I1ERG HARV 1\G1 f 1 ', CSIE ° 01 d i or! 6'J COvay ettiis re- CFN 2OO-13RO3226 9 OR Bk 21266 Ps 4372; (tae) RECORDED 05/19/2003 12:17:23 HARVEY RUVIN, CLERK OF COURT MIAMI —DADE COUNTY, FLORIDA LAST PAGE Prepared by SD 111 4 , krv' Addre s: j°�7'7 /viZ ql Tar e,wtI 31/tore' 33138 111111111111111111111111111111111111111111 r ti Master Permit No. Contractor's Name Job Address hiLow Slope ❑ asphaltic Shingles Sketch Roof Plan: Illustrate al scuppers and overflow drains identify dimensions of elevated • • ' - l� Florida Building Code Edition 2002 High Veloci Hurricane Zone Uniform Permit Application Form. Section. A General Information 31 Process No. aw ROOF CATEGORY ❑ Mechanically Fastened Tile ❑ Metal Panel /Shingles ❑ Mortar /Adhesive Set Tile ❑ Wood Shingles /Shakes. ❑ Prescriptive BUR -RAS 150 ROOF TYPE ❑ New Roof d Re-Roofing ❑ 9 Recovering 0 Repair ❑Maintenance ROOF SYSTEM INFORNFATION _ Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) o23�U Total (SF) Section B (Roof Plan I levels and sections, roof drains, scuppers, overflow . Include dimensions of sections and levels, clearly pressure zones and location of parapets. • 1/1/-',z- V I • 30,0 • I f . : • • r 1 l • • Fill in Specific Roof Assembly Components and Identify Manufacturer (If component is not used, identify as 'NA") System Manufacturer: F NOA No.: 05('g Design Wind Pressures, From RAS 128 or Calculations: Pmax l : ---� Pmax2 : Max Design Press e Fr System: Deck: Type: Gauge/Thickness: Slope: Anchor /Base Sheet & No. of Ply(s): An hy(B • e ee F Insulation Base Layer. Base Insulation Size and Thickness: Base Insulation Fastener /Bonding Material: Top Insulation Layer: Top Insulation Size and Thickness: Top Insulation Fastener /Bonding Material: Base Sheet(s) & No. of Ply(s): Base Sheet Fastener /Bonding Material: Ply Sheet(s) & No. of Ply(s) Ply eet .a . eA erlB nding Material: • Top Ply. Top fly Fa, III Surfacing: Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Section C Low SIo l r� Pmax3:� I the Specific NOA 5 l ner/ Booming Material: Cl Shed • • ed Roof S stem Fastener Spacing for Anchor /Base Sheet Attachment Field: oc @ L ap, # Rows a Perimeter. b 'oc @ Lap, # Rows l @ k- Comer. - cc ° @ Lap, # Rows @ oc Number of Fasteners Per Insulation Board Field Perimeter Ccrner Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant S trip, Etse Flashing, Counter- Flashing, Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener pacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. �L ALP Sig e e - x3 oa.ly drip � " Si-AP p t \ I e �; - 1 Y r 4 b(•xSes Mean Roof Height Parapet Height FT. IO 6 Roof Slope: : 12 Ridge Ventilation? Florida Building Code Edition 2002 Hi• h Veloci Hurricane Zone Uniform Permit A. placation Form. . Section D Stee Deck Type: ype Underlayment: Insulation: Fire Barrier: d.t...Lm W .ai,c,4i�.t. Wk it�Pmm7 Slo ed Roof S stem Roof System Manufacturer: Notice of Acceptance Number: Maximum Design Pressure rom the NOA S. ecific S stem : Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P2: P3: P1: Method of tile attachment: Stee • Slo• ed Roof S stem Descri . do n Fastener Type & Spacing: \Adhasi•ip ype Cap Sheet: oof Covering: Type & Size Drip dge: is i 1 1• (Pa: (Ps: x 1: x 1: l ' % 's'gt Pressure Mean Roo( Het Roof Slope • Aerod am is Mul . t ier Restotin Moment due to Gravi Attachment Resistance aired &foment Resistance Minimum Attachment Resistance R •uired I/ lift Resistance Average Tile Weight Tile Dimensions All calculations must be submitted to the Florida Building Code Edition 2002 High Veloci Hurricane Zone Uniform Permit Application Form. Section E Tile Calculations For Moment based tile systems, choose either lletho for M o e the values from M. Ic the Mr va lues are greater Values, for each area of the roof, then the values Method 1 or 2. Compared the values attach values, m method I ]s than s equal to the Mr acceptable. Method 1 "Moment Based Tile Calculations Per " . • (P2: st (p :: — _� _ _ ) — kg: _ S 127 (P3: x X �- Mg: =1I N M — Mg: OA r . NOA OA Itilr Method 2 NOA Mr Required Moment of R o d 2 Simplified Tile Calculation Per ,) From Table Below Table Below" NOA Mr *dust be used in conjunction with a list of moment based t • Broward County Board of Rules and Appeals. tile systems endorsed by the For Uplift based tile systems use Method 3. Values for F If the F' values are greater than or r pared the Values for to the F, value s s , area of the roof, then the tile attachment method is acce tab f�' each ith the P . Method 3 "Uplift Based Tile Calculations P x sv: = •�) - W x cos 0. Per RAS 127 : x cos 0: — OA x w: = ) — W: x cos — F — NOA ' sa• — F F, NOA F' Table PI or P2 or P3 RAS 127 Tae 1 or Where to find • _ _ i by an engineering 7 H _ — g analysis p t, PE based t•^ :.�i.' !ob Site N IR Mean Roof Heir, it Roof Slope . 2 :12 Mr Required Moment Resistance* 15' 20' 34.4 25' 38.2 30' 39.7 40' 42.2 tion Where to Obtain Information S mbol Building Official at the time of . ermit a..licatiun. i 7 .. . :. —., ..... _.:<....:.......... „-i., :1J 7'= ..Trxsre, ... V �.+.S:,i. SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS Owner' Agent's Signature C.'COCL3C- n...o'LOCAL % T...p'3(CTws ua.a,. 5 ,) , 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor 16 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. 41 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 cod!. (The roof deck is usually concealed prior to removing the existing roof system). S 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. 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 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. 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. • Date Contractor's ignature 11 tl. PIE s _ s, 1A IAMI�DADE BUILDING COACCOMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE OA GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 MIAMI -DADE COUNTY, FLOR METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1 (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) the right to have this product or material tested for quality assurance purposes. If this product or mateal to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Conventional Built -Up Roof System for Wood Deck. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and the change in the applicable building code negatively affecting the performance of this product. re has been no TERNIJNATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed. then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of pages 1 through 21. The submitted docu.ncntation was reviewed by Frank Zuloaga, RRC NOA No: 02- 0408.0 Expiration Date: 11/04/r Approval Date: 05/2 >>>>> Page 1/ 1 ROOFING SYSTEM APPROVAL Cat — e °m_ Sub -Cate on• Dec — =Tyne' Maximum Desi n Pressure Fire Classification: Roofing BUR Wood -75 psf See General TRADE NAMES OF PRODUCTS 1VIA OF Product GAF Asphalt Concrete Primer (MatrixTM 307 Primer) GAF Mineral Shield® Granules GAF WeatherCoat® Emulsion (MatrixTM Fibered 305 Emulsion) GAF Premium Fibered Aluminum Roof Coatin (MatrixTM System Pro Aluminum Roof Coatin Fibered 301) GAF Jetblack All Weather Plastic Cement (Matrix TM Standard Wet/Dry Roof Cement 204) RUBEROID® Modified Bitumen Flashing Cement Jetblack Premium Flashing Cement GAFGLAS® #75 GAFGLAS #80 Ultima Base Sheet GAFGLAS Flex PIyTM 6 g g Dimensions 5, 55 gallons 60 Ib. bags 5 gallons 1, 5 gallons 1, 5 gallons 5 gallons 5 gallons 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (I meter) wide ASTMD4 ASTM D 186 ASTM 1227 ASTM D 2824 ASTM D 4601 ASTM D4601 ASTM D 2178 # 1 Limitation ACTURED OR LABELED BY APPLICANT: TABLE 1 Test S °eciification Product Description • • s , t • 1 Asphalt concrete primer used to promote adhesion of asphalt in built -up roofing, 3 Granules for surfacing of exposed asphalt cold process cement or .emulsion. GAF Mineral Shield® Granules shall be used for flashing applications only. Surface coating for smooth surfaced roofs. Fibered aluminum coating. ASTM D 3019 Refined asphalt blended with a mineral ASTM D 3409 stabilizer and fibers. Permits adhesion to wet and dry surfaces. ASTM D 4586 Fiber reinforced, polymer modified Flashing cement ASTM D 4586 Asphalt flashing Cement Asphalt impregnated and coated glass mat base sheet. Asphalt impregnated and coated, fiberglass base sheet Type VI asphalt impregnated glass felt with asphalt coating. NOA No: 02- 0408.09 Expiration Date: 11/04/03 Approval Date: 05/23/02 Page 2 of 21 4 • • Product GAFGLAS Ply 4® GAFGLAS® Mineral Surfaced Cap Sheet GAFGLAS® STRATAVENT® Eliminator Perforated GAFGLAS® Flashing GAFGLAS® STRATAVENT Eliminator Perforated Nailable RUBEROID® SBS Heat - WeIdTM Smooth RUBEROID® SBS Heat - We1dTM Granule RUBEROID® SBS Heat- 1 WeIdTM 170 FR RUBEROID® SBS Heat- 1 We!dTM PLUS RUBEROID® SBS Heat- 1 m Weld PLUS FR RUBEROID® SBS Heat- 1 m We!dTM 25 RUBEROID Modified Base Sheet Ruberoid® 20 Ruberoid® Mop Granule Dimensions 39.37" (1 meter) wide 39.37" (I meter) wide 39.37" (1 meter) wide Various 39.37" (1 meter) wide meter (39 wide meter (39. wide meter (39.3 wide meter (39.3 wide eter (39.3 wide eter (39.37 wide 39.37" (I meter) wide 39.37" (I mete wide 39.37" (l meter) wide Test Product S ecific Desc__ r on ASTM D 2178 ASTM D 3909 ASTM D 4897 D 3672 ASTM D 4897 F D 3672 c e .37 ") ASTM D -6164 N P 37 ") ASTM D -6164 N po m 7 ") ASTM D -6164 No ret su 7 ") ASTM D -6164 No pol mi n 7 ") ASTM D -6164 Non reta surf ") ASTM D -6164 Non poly surf ASTM D4601, Prem Type II, UL modi Type G2 BUR r) ASTM D 6163 SBS ASTM D 5147 interp mat. ASTM D 6222 Non - ASTM D 5147 polym Type asphalt coating t impregnated glass felt with Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. al Fiberglass base sheet impregnated and coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating with factory perforations. Asphalt coated glass fiber mat flashing sheet available in three sizes. iberglass base sheet impregnated and oated on both sides with asphalt. Surfaced n the bottom side with mineral granules mbedded in asphaltic coating. on -Woven Polyester marcoated with olymer- modified asphalt and smooth rfaced. on -Woven Polyester mat coated with lymer modified asphalt and surfaced with ineral granules. n -Woven Polyester mat coated with fire ardant polymer modified asphalt and rfaced with mineral granules. n-Woven Polyester mat coated with ymer modified asphalt and surfaced with eral granules. -Woven Polyester mat coated with fire rdant polymer modified asphalt and aced with mineral granules. -Woven Polyester mat coated with mer modified asphalt and smooth aced. ium glass fiber reinforced SBS - fied base sheet modified asphalt base sheet and ly sheet reinforce with a glass fiber woven polyester mat coated with er modified asphalt and surfaced with mineral granules. NOA No: 02- 0408.09 Expiration Date: 11/04/03 Approval Date: 05/23/02 Page 3 of 21 Ruberbid® Mop Plus (Granule) RUBEROID MOP Smooth RUBEROID® MOP 170FR RUBEROID® MOP FR RUBEROID® TORCH Smooth RUBEROID® TORCH Granule RUBEROID® TORCH PLUS (Granule) RUBEROID® TORCH FR RUBEROID 170FR TORCH RUBEROID® 30 RUBEROID® 30 FR RUBEROID ULTRACLAD® SBS RUBEROID® Dual FR 39.37" (1 meter) Wide Product Dimensions 39.37" (1 me wide 39.37" (1 me wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 mete wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) wide 39.37" (1 meter) Wide 39.37" (I meter) wide 39.37" (I meter) wide 39.37" (l meter) wide Test Specificati Product Desc th ion ter) ASTM D 6222 Non -woven polyester mat coated with ASTM D 5147 polymer modified asphalt and surfaced with mineral granules. ter) ASTM D 6164 Non -woven polyester mat coated with .■ ASTM D 5147 polymer - modified asphalt and smooth surfaced. ASTM D 6164 Non -Woven polyester mat coated with fire ASTM D 5147 retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Heavy duty, polyester reinforced, asphalt modified bitumen membrane, smooth surface. ASTM D 6164 ASTM D 5147 r) ASTM D 5147 ASTM D 5147 ASTM D 6163 ASTM D 5147 ASTM D 6163 ASTM D 5147 ASTM D 6298 ASTM D 5147 ASTM D 6164 ASTM D 5147 a Asphalt impregnated, coated felt, surfaced with mineral granule. ASTM D 6222 Heavy duty, polyester reinforced, asphalt ASTM D 5147 modified bitumen membrane, granule surface ASTM D 6222 Heavy duty, polyester reinforced, coated ASTM D 5147 with fire retardant asphalt modified bitumen membrane, granule surface. Heavy duty, polyester reinforced, coated with fire retardant asphalt modified bitumen membrane, granule surface. Non -woven fiberglass mat coated with polymer modified asphalt and surfaced with mineral granules. Non -woven fiberglass mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Woven fiberglass mat coated with Polymer modified asphalt and surfaced with aluminum, copper or stainless steel foil. Non -woven polyester and fiberglass mat coated with file retardant, polymer modified sphalt and surfaced with mineral granules. ASTM D 6222 ASTM D 5147 NOA No: 02- 0408.09 Expiration Date: 11/04/03 Approval Date: 05/23/02 Page 4 of 21 Product Vent Stacks (metal and plastic) GAF Aluminum Emulsion GAF Aluminum Roof Paint (Matrix® System Pro Aluminum Roof Coating Fibered 302) GAF Built -Up Roofing Asphalt RUBEROID MOD Asphalt, Asphalt L & Asphalt P Tile -Mate Base Sheet Tile -Mate Cap Sheet ShingIC..TM Underlayment TopCoat® Surface Seal SB (Matrix 602 SB Coating) GAF WeatherCote® MB +(Matrix 715 MB Coating) TopCoat MB +(Matrix 715 MB Coating) WeatherCote (Matrix 531 WeatherCote® Elastomeric Flashing Grade) Matrix Low VOC Matrix 101 System Pro SBS Adhesive (Ruberoid ®MB) Matrix 201 System Pro SBS Flashing (Ruberoid ®MB) Matrix 102 Select SBS Adhesive 100 Ib. cartons, bulk 39.37" (1 meter) ASTM D4601 wide 39.37" (1 meter) ASTM D 3909 wide 4 sq. roll 30 lbs. 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons Su mi 5 gallons ASTM D3019 Col Ad 5 gallons ASTM D3019 Col Adh 5 gallons Dimensions Test —�-- Uecification PA 100(A) ASTM D 1929 ASTM D 635 5 gallons None 5 gallons ASTM D2824, Type I 601b. kegs Product Descrip_ t! One way valve vent used to pressure within the roof syste m. . GAF Stacks are available in glr Vent metal Mineral colloidal bituminous or plastic. reflective aluminum flakes elhulsion will, a Non- fbered aluminumlces roof coating pilnented, asphalt ASTM D312, Interply mopping and surfacing asphalt Types 1, 11, 111 and IV ASTM D30I9 Cold Adh SEBS modified asphalt -,R Asphalt impregnated and coated, fiberglass base sheet Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. Fiberglass reinforced shingle underlayment Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. rface coating for smooth surfaced and neral surfaced roofs. d Applied Modified SEBS Asphalt hesive d Applied Modified SEBS Asphalt esive – Flashing Grade. Applied Modified SEBS Asphalt esive. NOA No: 02- 0408.09 Expiration Date: 11/04/03 Approval Date: 05/23/02 Page 5 of 21 • • Product (Raberoid ®MB) Matrix 202 Select SBS Flashing Matrix 203 Standard Plastic Cement Matrix 213 Gun Grade Plastic Cement Matrix 103 Cold Adhesive Matrix 303 Select Fibered Aluminum Matrix 304 Select Non - Fibered RUBEROID® Modified Bitumen Adhesive APPROVED INSULATIONS: Product Name GAFTEMP Isotherm R, RA, RN & Composite, EnergyGuard RA GAFTEMP® Composite A & N (BMCA)GAFTEMP® Fiberboard GAFTEMP® Permalite GAFTEMP GAFCANTTM GAFTEMP Permalite Recover Boa GAFTEMP GAFEDGETM Tapered Edge Strip (BMCA) GAFTEMP® High Densi Fiberboard BMCA EnergyGuard, RA BMCA Composite EnergyGuard, RA PYROX White Line Dim en sions 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons Test S Decilfication ASTM D458 ASTM D458 ASTM D4586 ASTM D3019 ASTM D 2824 ASTM D2824, Type I ASTM D 3019 Type III TABLE 2 Product Description Polyisocyanurate foam insulation Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. Fiberboard insulation. Perlite insulation board. Cut perlite board rd Perlite recover board Tapered perlite board ty High density wood fiberboard insulation. Polyisocynurate foam insulation Polyisocynurate/wood fiberboard composite Polyisocyanurate foam insulation Polyisocyanurate foam insulation Product tion 6 Cold Applied Modified SEES Asphalt Adhesive – Flashing Grade. 6 Standard Plastic Asphalt Roofing Cement Standard Plastic Asphalt Roofing Caulk Grade. g Cement Cold Applied Asphalt Adhesive Fibered aluminum coating. Non- fibered aluminum pigmented, asphalt roof coating. Fiber reinforced, rubberized Adhesive Manufacturer (With Current NOA) GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. BMCA BMCA Apache Products Co. Apache Products Co. NOA No: 02- 0408.09 Expiration Date: 11/04/03 Approval Date: 05/23/02 Page 6 of 21 x r APPROVED INSULATIONS: Product Name ACFoam I,1T & Composite ISO 95+ ISO 95+ Composite Wood Fiber High Density Wood Fiberboard Perlite Insulation Dens Deck ENRG'Y -2 & ENNRG'Y-2 PLUS, UltraGard Gold FiberGlass Roof Insulation Structodek Multi -Max & FA Paroc Base Board Paroc Cap Board APPROVED FASTENERS: Fastener Number Product Name GAFTITE® (Drill -Tec ®) 1 #12 Standard & #14 Heavy s Duty Roofing Fastener d 2. GAFTITE® (Drill -Tec ®) P ASAP F 3. GAFTITE® (Drill -Tec ®) PI B ase Sheet Fastener and as Plate 4. Galvalume Plates (Drill- Ro Tec® Metal) pla 5. Polypropylene Plates Ro (Drill -Tec® Plastic) t e 6. Dekfast Fasteners #12, #14 Insu & #15 woo dec 1. TABLE 2 Product Description Pol yisocyanurate foam insulation Po lyisocyanurate foam insulation Polyisocyanurate / perlite ridged insulation Wood fiber insulation board Wood fiber insulation board Perlite insulation board Water resistant gypsum board Polyisocyanurate foam insulation Glass fiber/Mineral fiber insulation Wood fiber insulation board Polyisocyanurate roof insulation Rockwool insulation TABLE 3 Product Description nsulation fastener for teel, wood & concrete ecks. re- assembled GAFTITE asteners and metal and a stic plates. se sheet fastening sembly. and galvalume stress tes. and polypropylene ss plates. lation fastener for d, steel and concrete ks Dimensions M anufactu rer (With Current NOA) Atlas Energy Products Firestone Building Products, Inc. Firestone Building Products, Inc. generic generic generic G - P Gypsum Corp. Johns Manville Johns Manville Masonite. RMax, Inc. Partek, Inc. Manufacturer (With Current NOA) GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. 3" and 3 %" GAF Materials Corp. 3" and 3 %z" GAF Materials Corp. Construction Fasteners Inc. NOA No: 02- 0408.09 Expiration Date: 11/04/03 Approval Date: 05/23/02 Page 7of21 4 APPROVED FASTENERS: Fastener Product Number Name 7. Dekfast Hex Plate 8 . Dekfast Lock Plate 9. #12 Roofgrip Fasteners 10. Metal Plate 11. Gearlok Plastic Plate 12. Glasfast Fastener 13. Olympic Fastener #12 & #14 14. Olympic Fastener ASAP 15. Olympic Polypropylene 16. Olympic G -2 17. Olympic Standard 18. Insul -Fixx Fastener 19. Insul -Fixx S Plate 20. Insul -Fixx P Plate 21. Tru -Fast 22. Tru -Fast Plates 23. Tru -Fast Plates TABLE 3 Product Description Galvalume hex stress plate. Polypropylene locking plate. Insulation fastener for wood and steel. Galvalume stress plate. P olypropylene hound plate Insulation fastener assembly with recessed plastic plate Insulation fastener Pre - assembled Insulation fastener and plate Polypropylene plastic plate 3.5" round galvalume AZ55 steel plate 3" round galvalume AZ50 steel plate Insulation fastener for steel and wood decks 3" round galvalume AZ50 steel plate 3" round polyethylene stress plate Insulation fastener for steel and wood decks 3" round galvalume AZ55 steel plate Polyethylene plastic plate Dimensions 27/8 "x 3 4" 3 "x3 4" 3" round 3" square 3.2" 3.25" round 3.5" round 3" round 3" round 3" round 3" round 3" round M anufactu rer (With Cunt NOA) Construction Fasteners Inc. Construction Fasteners Inc. ITW Buildex Corp, ITW Buildex Corp. ITW Buildex Corp. Johns Manville Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. SFS /Stadler SFS /Stadler SFS /Stadler The Tru -Fast Corp. The Tru -Fast Corp. The Tru -Fast Corp. NOA No: 02- 0408.09 Expiration Date: 11/04/03 Approval Date: 05/23/02 Page 8 of 21 Factory Mutual Research Corporation Factory Mutual Research Corporation Factory Mutual Research Corporation Dynatech Engineering Corporation Dynatech Engineering Corporation PRI Asphalt Technologies, Inc. PRI Asphalt Technologies, Inc. IRT of S. Fl. IRT of S. FI. EVIDENCE SUBMED: Test & nc Factory Mutual Research Corporation Factory Mutual Research Corporation Test Identifier FMRC 1996 J.I. J.I. J.I. 0 D0A8.AM J.I.ODIA8.AM J.I.0Y9Q5.AM J.I.3X3A2.AM J.I. 0Y9Q5.AM # -1 # -1 GAF - 0 12 -02 -02 GAF - 0 20 -02 -01 02 -005 02 -014 Desc _Dfion Current Insulation Attachment Requirements Wind Uplift FMRC 44704 Wind Uplift FMRC 4470 -PA 114 . Wind Uplift FMRC 4470 - PA 114 Wind Uplift FMRC 4470 - PA 114 Wind Uplift PA 114 Wind Uplift PA 114 Physical Properties ASTM D 4977 TAS 114 TAS 114 Date 01 .01.96 07 .02.97 01.08.98 0 7.09.99 0 7.29.94 0 4.01.98 0 8.02.94 07.29.94 0 2.02.95 ' 02.02.95 11.06.01 02.01.02 01.18.02 03.22.02 NOA No: 02- 0408.09 Expiration Date: 11/04/03 Approval Date: 05/23/02 Page 9 of 21 Deck Type 1: Wood, Non - insulated New Construction or Reroof Deck Description: 19 / 32 " or greater plywood or wood plank decks System Type E (1): Base sheet mechanically fastened. All General and System Limitations shall apply. Base sheet: Fastening Options: Ply Sheet: Cap Sheet: GAFGLAS #80 UltimaTM Base Sheet, STRATAVENT® Eliminator Perforated Nailable, RUBEROID Modified Base Sheet, RUBEROID® 20, RUBEROID SBS Heat- WeIdTM 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 Genera! 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 pressur — 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 Dri I I -Tec (GAFTITE) #12 or 414 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) One or Are plies of GAFGL Y 4 ® GAFGLAS® PLY 68 ply sheet. 480 UIti a m RUBEROID MOP Smooth or RUBEROID 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 40 lbs. /sq. (Optional)ly GAFGLAS® Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq. NOA No: 02- 0408.09 Expiration Date: 11/04/03 Approval Date: 05/23/02 Page 18 of 21 • • 4 . Surfacing: Maximum Design Pressure: See Fastening Above (Required if no cap sheet is used) Install one of the following: 1. GAF Special Roofing Bitumen with an application rate of 20 lbs. /sq with an application rate of 1.5 gal. /sq.; or GAF WEATHER COAT® Emulsion (Matrix 305 Fibered Emulsion) with an application rate of 3 gal. /sq.; or GAF Premium Fibered Aluminum Roof Coating (Matrix System Pro Aluminum Roof Coating Fibered 301) with an application rate of 1.5 gal. /sq. 2. Asphalt flood coat at an application rate of 60 lbs. /sq. ± 20 %; plus gravel or slag with an application rate of 400 lbs. /sq. & 300 lbs. /sq., respectively. 3. Top Coat Surface Seal SB (Matrix 602 SB Coating), Top Coat MB Plus (Matrix 715 MB Coating), GAF WeatherCote or WeatherCote LOW -VOC applied at rate of 1 -1.5 gal /sq. NOA No: 02- 0408.09 Expiration Date: 11/04/03 Approval Date: 05/23/02 Page 19 of 21 0 Sr • WOOD DECK SYSTEM ' 1 A slip sheet is re LIMITATIONS: required with" Ply 4 and Flex Ply 6 when used as a or anchor sheet. 2. Minimum ' /." Dens Deck or ; gypsum Type X mechanically fastened base wood deck. board is acceptable to be installed directly GENERAL LIMITATIONS: Y over the 1 • Fire classificatio is not part of this acceptance, refer to a current A Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. Approved Roofing Product Control A P Y The first layer shall be attached in co g Materials Approval guidelines. All other layers shall be adhered in a full approved applied range and at•a rate of _ compliance with attached using alt applied mopping al of panel fastening pattern of the top layer aoved asphalt within the EVT ran 20 40 lbs. /sq., or mechanically 3. All standard , panel pa a shall s 4' x acceptable for mechanical attachment. asphalt 4 • An overlay and /or recove 4' maximum. When applied foam insulations and when the base sheet insulation ns over in approved s in a fully mopped. is required on all applications o the closed cell salted using spot mopping with approved Peed. If no recovery mopped a r in three mopping one with each roved asphalt, 12" diameter ter board is used 24" h the base sheet a mopped 8" ribbons bon in ventilation. P and one down the center of the eet placed eve Encircling or strip every 12' in each ribbon to allow cross ventilation. is not acceptable. vet allowing placed at a minimum rate each ribbon lbs./sq. p A i t break sha 11 design pressure of -45 q' Not S Asphalt ap p l ication of either system shall 5. Fastener spacing for ins psf. at on attachme po attached systems shall be limited to a Y 275 e ne as tested o in inm l ation e with Tentin based on a maximum 275 5 lbf, field-tested, tested are below lid lbf. insulation ith Test d n Standard Characteristic the envvalue, value of g Application Standard TA 105. If the fastener v 6. Fastener spacing for mechanical attachment of sore on a minimum fastener resistance value • ttanc or/ shall e et or acceptable. a on a minimum system. or/base sheet membrane n attachment listed within hment is based in conjunction be l e wha that t maximum reu design value Y Should the fastener resistance be less than that re uir Building Official, a revised fastener spacing, prepared, • Building Architect, or Registered fastener spacing, ing, p reps eld • q ed' as determined by the shall utilize Architect, wit or Reg resistance value sulfa signed and sealed Saby id a Florida Registspac shall utilize in compliance with Roofing Application Y be submitted. Said revised fasteners 105 and 7. Parameter and corner areas shall comply from Testing Application Standards TAS 105 and Standard RAS 1 17. areas. Perimeter and densities shall be imp with the both insulation uplift compliance Her Roofing A o pressure requirements calculated these Application Standard (When and base sheet as r aped ic e in referred within this NOA, RAS 1 17. 8. All attachment and sizing of perimeter Hailers, metal � this limitation is specifically. General Limitation #9 will not be a shall ca chme t and Sizing applicable 9. The maximum designed Roofing App icatio limitation tae pro 1 1e, nd applicable flashing wind l i ad r e d re m g Application Standard RAS 111 and field, ax imu m r d , and corners). Neither onist analysis, l bed l to l wind pressure r ezon e s (i.e. enhanced ed m etering d at enhanced Neither pressure zones i applicable t all roof pre rm permitted for (i.e. (When this l n is anced re zones nor perimeters, extended n d e on shall and d c o r ner for be applicable.) referred withn this NOA, General l Limitation and co r7 will General Limitation #7 will not END OF THIS ACCEPTANCE NOA No: 02- 0408.09 Expiration Date: 11/04/03 Approval Date: 05/23/02 Page 21 of 21 ""°`'1 °"'tA' IrwaswiD SYSTEMS DIRECTORY ROOF COVERING MATERIALS (TENT) Roofing. Systems GFU (T ) Continued GAFGLAS #80,Promium 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 membranes. Hot roofing asphalt, for use with organic and glass felts or modified bitumen "Ruberoid Heat Weld" SBS roofin "Ruberoid Mop" SBS r g membraner may be used in lieu of p °ducts in any applicable Classification. 1. Deck: C -15/32 Class A Incline: Insulation (Optional): One or more layers 3 fiber, isocyanurate, urethane, erlite /iso perlite, m fiber, glass urethane composite, wood fiber /isocyan ruaan composite, mposi e, phenolliic, any thickness. Ply Sheet: Three or more layers Type GI' "GAFGLAS Ply 4" or "GAFGLAS Ply 6", hot mopped. Surfacing: Gravel. 2. Deck: C-15/32 Incline: Insulation (Optional): One or more layers 2 fiber, isocyanurate, urethane, perlite /isocyanurrate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet: Three or more layers Type GI "GAFGLAS Ply 4" or "GAFGLAS Ply 6". Cap Sheet: One laver Tvpe G3 "GAFGLAS Mineral Surfaced Cap 3. Deck: NC Incline: Insulation (Optional): One or more layers perlite, wood fiber, fiber, isocyanurate, urethane, erlite /isocy P urethane composite, wood fiberr/isocyanur composite, e o perlite/ max Po ph 2 in. Ply Sheet: Two or more lavers Tvpe G1 "GAFGLAS Ply 4" or "GAF- GLAS Ply 6 ". Cap Sheet: One layer Tvpe G3 "GAFGLAS Mineral Surfaced Cap Sheet ". 4. Deck: NC Incline: 1 Insulation: One or two lavers "Isotherm R", 4 in. max, hot mopped. Ply Sheet: Any UL Classified gravel surfaced Class A asphalt glass fiber mat system. 5. Deck: C -15/32 Slip Sheet (Optional): Red rosin paper, nailed deck. Base Sheet: One laver of Tvpe G2 "GAFGLAS #75 Base Sheet" (may be nailed). Ply Sheet: One or more layers of Tvpe GI "GAFGLAS Ply 4" or GAFGLAS Ply 6 ". Cap Sheet: One layer of Tvpe G -3 "GAFGLAS Mineral Surfaced Cap Sheet ". 6. Deck: NC Base Sheet: One laver of Type G „G i Incline: 3 Ply Sheet One or more layers of Type Gl "GAFGLAS Base Sheer. GAFGLAS Ply 6 ". P GAFGLAS Ply 4" or Cap Sheet: One laver of Tvpe G -3 "GAFGLAS Mineral Surfaced Cap Sheet ". 7. Deck: C -15 32 Incline: 2 Insulation: One or more layers perlite, glass fiber, i y thane, perlite /isocyanurate composite, perlite /urethanes com orate ure- nolic, 1.0 in. min (offset from plywood joints 6 in.). posits, phe- Base Sheet One or more layers of Type Membrane: One or more layers o "Ruberoid or r ow„ (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mo " granule) or "Ruberoid Mop Plus" (granule). P (smooth or Cap Sheet "GAFGLAS Mineral Surfaced Cap Sheet", hot mopped. Deck C -15/32 Insulation (O tional): Incline: 2 P One or more layers perlite, wood fiber ass fiber, isocyanurate, urethane. perlite /isocyanurate composite, perlite/ urethane composite, wood fibt...''socyanurate composite, phenolic, any thickness. Base Sheet Two or more layers of Type G2 or Ply Sheet (Optional): One or more layers of T pe. Membrane: One or more la es of " Gl. granule), "Ruberoid Torch Y ( Ruberoid d Mop" ( (sm o t or granule) or "Ruberoid Mop Plus (gran "Ruberoid Mule).op„ smooth or mechanically fastened, ed, any thickness. LOOK FOR THEUL MARK ONAP ROOF COVERING MATERIALS (TENT) Roofing Systems (TGFU)— Continued Cap Sheet: "GAFGLAS Mineral Sdtfaced Cap Sheet ", hot mopped. 1. Deck: C -15/32 Class B Incline: 3-1/2 Insulation (Optional): On or more layers perlite, wood fiber, fiber, isocyanurate, urethane, perlite /isocyanurate com posite, perlite/ urethane composite, wood fiber /isocyanurate composite, Bass thickness. F osite phenolic, a Ply Sheet: Two or more layers of Type Gl "GAFGLAS Pl "GAFGLAS Ply 6" Cap Sheet Type G3 "GAFGLAS Ply 4" or mopped GLAS Mineral Surfaced Cap Sheer, hot 2. Deck: C -15/32 In Insulation (Optional): One or more layers ca :3 -1/2 fiber, isocyanurate, urethane, perlite /isocyanu perli, wood atetcompositeber perlite/ urethane composite, wood fiber /is, phenolic, an thickness. ocyanurate composite Base Sheet: Two or more layers of Type GI, G2 or G3. Membrane: One or more layers of. "Ruberoid Torch" (smith or granule), "Ruberoid Torch Plus' (granule), "Ruberoid Mo " granule) or "Ruberoid Mop Plus" (granule). P (smooth or Cap Sheet: "GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped. 1. Deck: C -15/32 Class C Insulation Incline: 1/2 (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, peglite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet: Three or more lavers of Ty e "GAFGLAS Ply 6 ". P GI "GAFGLAS Ply 4" or Surfacing: "Special Roofing Bitumen" 20 lbs /sq. COAL TAR FELT SYSTEMS WITH HOT ROOFING COAL TAR 1• Deck: C -15/32 Class A Insulation (Optional): On or more layers e perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite urethane composite, wood fiber /isocvanurate composite, phenolic, any thickness. Ply Sheet Three or more lavers of Tvpe GI "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ", hot mopped with coal tar bitumen. Surfacing: Gravel. COMBINATION HOT AND COLD SYSTEMS 1. Deck: NC Class A Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber or glass fiber, 2 in. max. Ply Sheet Three or more lavers of Type GI "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Surfacing Grundy Industries "al MB Aluminum Roof Coating" at 1-1/2 gal/sq. 2 . Deck: NC Insulation (Optional): One or more la s wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocvanurate composite, phenolic, any thickness. Ply Sheet Three or more lavers of Tvpe GI "GAFGLAS Ply 4'" or "GAFGLAS Ply 6 ". 3. Dec u rf ci g: "Weather Coat Emulsion" at 3 gal /sq. Insulation: One or two layers "Isother Incline: , 4 1/2 in., hot mopped. Ply Sheet Any UL Classified gravel surfaced Class A asphalt glass fiber mat system. 4. Deck: NC Incline: 2 Insulation (Optional): Isocyanurate, perlite, isocyanurate /composite wood fiber and glass fiber, any thickness, mechanically fastened. ITIO Base Sheet One ply Type GI or G2, mechanically fastened or hot Ply She t One or more plies Type GI or G2, adhered with hot roofing asphalt. Surfacing: "GAF Premium Fibered Aluminum Roof Coating ", 1 -1/2 5. g sq or "GAF Weather Coat Emulsion ", 3 gal /sq. • NC Insulation ( Incline: 1 Opti o nal): Perlite, glass fiber, polyisocyanurate, wood fiber, RODUCT 173 if DISAPPROVED ,,4, DEPT. - 73:2: - itZE AVAILABLE ON BUILCI% I:DN WILL NOT BE MADE SECTIO:l ZONIN PUB C If!C! TREES PR FLECTir " PURL' _ HAc\IDIC _ 611 STRIICTURA SHOP ORAI.7:M OWNER IMP.:1 _KR IMPACT FSE PW TRAFFIC ©OA; • - - - --- Subjewt 10 COMr.:ionto • I . Rtoitd fegUlalior.3 II: testiltt ROM tc plons. "NOTICE: k oldition o T') reatridt!Ofts sOlicLES : . COO*, and itc:e my b r.ddiilLr..e. : bath as water managemont dittr;ets, geetiOh 553:19 (10) Florida. Status, 50 • e. • r accuarycf • . . 2.1! ;my NI ecia records of this ...r7ciorninentai entitles. LLL:rsi agencies." 1 er02 ./ v. 4 14. 5 G• t, u 7 4= aagr BUILDING ELECTRICAL PLUMBING ROOFING 0 MIAMI SHORES VILLAGE, FLORIDA q DATE 19 El � PERMIT 1� O 7426 Contractor's License No Owner of t ,� Building Architect Contractor ' or Builder Co .: T 1- ` ;'.-a Legal Lot Description B1 CONTRACTOR OR BUILDER Work to be performed under this Permit— (" • Signed: Ldie, ' l f �. r &. 7 5 G. i `- , L. .. it 4,4.) 4 06111. 1 Subdi- vision V1 Address of Value of H Amount of Building t t 4 k { ° - 1 �'R t ect $ 11 Permit $ 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 revoted 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 f a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings fit' ' the ,4tatementstor specificatiellt and that a assumes respon- sibility for work done by his agents, servants or employees. \ ‘ / / In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance th all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications su itted to the proper auth es of Miami Shores Village. In as cepting this permit I assume responsibility for sill work done by either, myself, my agent, servolit or employee. / v BY AUTHORITY INSPECTOR *nor" / - � MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT C/ 3 APPLICATION FOR BUILDING PERMIT C ) -7 Application is hereby made for the approval of the detailed statement ur 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. ' , 19-- Owner's Name and Address /i. l I t/— q d..� _. No.� :1.. .... Str ... .2/ Registered Architect and /or Engineer L b F{6_ Name and address of licensed contactor ��CF Location and legal description of lot to be built on: Lot Block Subdivision . �. Street and Number where work is to be done /2. State work to be done and purpose of budding (b floors) �. _. .._ e ✓ G`� . . a a_ � � _.-,. / and no other purpose. New Building Remodeling Addition Repairs.. No. of Stories To be constructed of Kind of foun tion - ---/ Estimated Total cost of improvements $ Zone cubage required _ Roof Covering Amount of Permit a.. 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.. Notary Public, State of Florida Building Inspector My Commission Expires The undersigned applicant for this building permit does hereby certify that he understands and acc s t�Ff s obligations ; s an employer of labor under the Florida \Workmen's Compensation Act, being Section 5966. Compiled General La of Florida, Permane• t Supplement. and has complied with the provisions thereof, and will require similar compliance from all contra rs or sntractors en ployed by him in the work to be performed under this permit; and will post or cause to be posted for inspectiyy on the siteb he work s h public notice or notices as arc required by the Act. The undersigned agrees to employ only such subcontr a tors, on work to be per •rmed under this permit, as are licensed by Miami Shores Village. Remarks (Signed) Th. _ STATE OF FLORIDA, COUNTY OF DADE. Ss' Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared _...- • ... .... -... -- --- w to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true.. i Permit No.. r-3 r� . . s�._Cl `� Date.. .. ....... -- Read, Sworn to and Subscribed before me. Disapproved _ .. Date.. (Sigoed) PLANNING BOARD DATE Chairman Member NIctr,ber 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 Plannir.g 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.