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ROOFING
MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date V 1 1 I ! ("] Time Type Insp'n Permit No. Name Address Company IMINIMENE a./ Phone #30-S -. � 1 1 v For Inspector: /o l 03 Name & Date Approved Correction Re- Insp'n Fee Re-Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date ime Type Insp Permit No. Name Address Company Phone # l / l�/ Cie For Inspector: , b Approvec / Correction G/ Owner's Address Square Ft. ' N but o\ Signature of owner No ary as to Own My Commission Expires or Condo President RADON PERMIT APPLI ATIkl'd:FQR1ILt SORES VILLAGE 10050 N.E. 2nd Avenue Mini 644 Ploridit lips . 305- 795 -2204 � .S/ Pte/ Tax Folio • ••• • ••• • • • • • • • • • • • • • • • • • • • • Hiro;icillyDesisnard: Yes No Date 3 " 2.C-0.3 Job Address 30 / /l/ Legal Description 1 Owner / Lessee /Tenet 74 � /► .. • • • .Addrrees ss s . •,. /VW '' /1t � /r1 ,, `L3.3/,? d Qualifier l /�`c.r • CS ,/ / e ` 3o 7 ii/t 7 Y s,4, re si . e : DUL A. OLAWALE MY COMMISSION # DD 105215 EXPIRES: April 1, 2006 Bonded Thu Notary Pudic Underwriters • • • Master Permit # � ••• � U • Contracting Co. / ss# 6 )32 / /`ICS State #eC� 0,f')/8 Municipal # Competency # 17 'MERE IS NO P%iIivMIT PACKAGE At,Ci,' ISLL ON fHE JUB 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 MECHANICAL WORK DESCRIPTION: / re / { ACG me/7/ 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 do) wprk st. tl Date C.C.F 2 .°G Estimated Cost (value) o Signature of Contractor o • ner Builder Notary as to Contractor or Owner 3uilder Ins. Co. My Commission Expires� C ie Hyde 1 �� F f1 1 P���i� Cook _Cotnmissl s► OD1TT003 expi j an. 12. 2007 1 $00.350.5 61 NOTARY BOND i, a TOTAL DUE 3 I / , Ol 0 Date Date FEES: PERMIT APPROVED: Zoning Building , y Electrical Mechanical Plumbing Structural Engineer High Velocity Hurricane Zone Uniform Permit Application Form • Master Permit No. {1} Low Slope ❑ Asphaltic Shingles ❑ New Roof a ao Section A (General Information) v /� Process No. Contractor's Name / / /CV47,..5 Job Address 30 7 /1/•L' 97 ,f- -4 ROOF CATEGORY ❑ Mechanically Fastened Tile ❑ Metal Panel /Shingles ❑ Mortar /Adhesive Set Tile ❑ Wood Shingles /Shakes ❑ Prescriptive BUR -RAS 150 ROOF TYPE E(Re- Roofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) /t//- ( ( 4 0 Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. ' plia Pmax 1: Deck: Type: V✓UV Insulation Base Layer: Top Insulation Layer: Afr Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Section C (Low Sloped Roof System) Fill in Specific Roof Assembly Components and Identify Manufacturer (If a component is not used, Identify as "NA') System Manufacturer:C/"� /ckj�CN� NOA No.:O'c — 0 4 /0 5?„ /0 � Design Wind Pressures, From RAS 128 or Calculations: Pmax2: Pmax3: Max. Design Pressure, From the,$pecific NOA System: "S" .2"S,eis Gauge/Thickness: Slope: / Anchor /Base Sheet & No. of Ply(s): A/ ,tc- Anchor /Base Sheet Fastener /Bonding M� Base Insulation Size and Thickness: Base Insulation Fastener /Bonding Mat_ Top Insulation Size and Thickness: /v //� Top Insulation Fastener /Bonding Material; / Base Sheet(s) & No. of Ply(s):2 #7 s ,r,f � bc�5e Base Sheet Fastener /Bondingg Material: Ply Sheet(s) & No. of Ply(s): A1/41.- Sheet Fastener /Bonding Materia / Top Ply: R ./1;7/ J' 7 e - 6 6/sairiele_ Top Ply Fastener/ B d M tai: Surfacing: Fastener Spacing for Anchor /Base Sheet Attachment Field: ' oc @ Lap, # Rows Z @ ?' oc Perimeter: 6 ' oc @ Lap, # Rows @ ' oc Corner: G ' oc @ Lap, # Rows 4 / @ • oc Number of Fasteners Per Insulation Board Field tidos ''/.5f-g Perimeter / Corner Illustrate Components Noted and Details as Applicable: Woodblocking, 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. / /v t/ 1 ZI dip e c5 e FT. 0 'FT. Parapet Height ` Mean Roof Height 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 5 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 wor1cnanship 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 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. 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 shonen the life expectancy and perforniance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 6. Overllow 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 rr overflow scuppers (well outlets) are not provided. It may be necessary to install overflow scuppers Ir. 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's /A Signa re Date C• 'DUCt ?I t -:` <m p 11Te., 5CCT10:i 1511.0u Contractor's Signa BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation 13 61 Alps Road Wayne, NJ 07470 w uc J.)uaw p, c of JJ • MIAMI•DADECOUNTY. F1_CRICA METRG -DADE FLAGLEF.Bl.':LDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130.1563 1305, 375 2901 FAX (33S) 375 •2908 SCOPE: This NOA is Being issued under the appl :cable rules enc. regulations governing the use of constrt:csion materials. The documentation submitted his been -eviewed by the BCCC) and accepted by he Building Code and Product Review Conunatee to be used :n Miami Dade ::'ounty and other areas , ,v ere allowed by the Aut :no:ity : 3v :ne Jurisdiction (AH J). This NOA shall not be valid after the expiration dale stated below, The MiamiDade County Product Centro. D:vision In Miami Dade County) anti.ar the AHJ ;in areas other than t`•_ :anti Dade CoLntyl reserve the right to have this product or material tested for quality'assi.raace ou:poses. If his product or material fails to perform in the accepted manner, the manufacturer will incur the xpens. of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within the :r jurisdiction BCRA reserves the right to revoke this acceptance, is is is determined by Miami-Dade County Product Control Division that this product or mater :al fails to meet the requirements of the applicab :e build :nst code. This product is approve 1 as described nerei:,, and has' been designed to oomph•;vith :he Hig :n Velocity Huricane. Zone of :he FloridaBuild :no Code. DESCRIPTION: GAF Ruberoid® Modified Bitumen Roof System for Wood Decks. L ABE L I NG: Each unit shall bear a permanent label with :he manufacturer's name or logo. cit). state and fol:owing statement ' Miami -Dade County Product Control .Approved', unless otherwise noted herein. RENEWAL of this NOA sha:.1 be considered after a renewal application has been filed and there has been no caange in the app:Icable building code negatively affecting tine performance of this ?roduct T ERM!NATION o: this NOA will our alter the expiration date or if there has been a :e+' ision u: change in the m aterials, use, ardor manufacture of the pio luct or process. Misuse of :his NO,-\ as an endorsement of any product, for sales, advertising or any other parposes snail :eaomatically terminate th :s NOA. Fai1Mre to comply with any section of this NOA shall he cause for termination and removal of NOA. ADVERTISEMENT: The NC?, number preceded by the words A'tiair.Dade Co'.tnty, Florida, and follo',yec by the expiration date may ce dsplayed in advertising literature. If any portion of the NUA is cisplayed, then is shall be done in its entirety. INSPECTION: A copy of tents entire NOA shall be prov:ded to he user by tine manufacturer or its distributors and snail be available for inslection at the job site at the request of the Building Official. This NO,L, consists of pages 1 through 33. NOA No: 02 -0408.10 Expiration Date: 11106/03 Approval Date: 05123/02 Page 1 of 38 The submitted documentation was reviewed by Frank Zuloaga, RRC. �.. AVJ1111y cxuw; 1-W-pc s:suaa .p...3 OE i NOA No: 02 -0408,10 Expiration Date: 11106!03 Approval Date: 05123/02 Page 2 of 38 ROOFING SYSTEM APPROVAL Category: Roofing Sub - Category: Deck Type: Maximum Design Pressure Fire Classification: TRADE NAM ES OF PRODUCTS M ANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Product GAF Asphalt Concrete Primer (MatrixTM 307 Prim er) GAF Mineral Shield® Granules GAF WeatherCoat® Emulsion (MatrixTM Fibered 305 Emulsion) GAF Premium Fibered Alum inun Roof Coating (MatrixTM System Pro A luminum Roof Coating Fibered 301) GAF Jetblack All Weather Plastic Cement (MatrixTM Standard Wet•tDry Roof Cement 204) GAFGLAS #75® GAFGLAS 480 U1t:maTM Base Sheet GAFGLAS Flex PIyTM 6 GAFGLAS Ply 4® GAFGLAS®Mineral Surfaced Cap Sheet SBSiAPP, Modified Bitumen Wood -75 psf See General Limitation #1 Dimensions 5, 55 gallons 60 1b. 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) W ide 39.37" (1 meter) Wide 39.37" (1 meter) Wide Test Product Specification Description ASTM D 41 Asphalt concrete primer used to promote adhesion of asphalt in built-up roofing. ASTM D 1863 ASTM 1227 ASTM D 2824 Fihered aluminum coating. ASTM D 3019 ASTM D 3409 ASTM D4601 ASTM D4601 ASTM D 2178 ASTM D2178 ASTM D 3909 •'U..'uL J•U9aW )J. , Jl 0) Granules for surfacing of exposed asphalt, cold process cement or emulsion GAF ivfinerai Shield® Granules shall be used for flashing applications only. Surface coating for smooth surfaced roofs. 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. NOA No: 02- 0408.10 Expiration Date: 11106103 Approval Date: 05123/02 Page 3of38 Product GAFGLAS® ST RATA VENT ® Eliminator Perforated GAFGLAS® Flashing GAFGLAS® STRATAVENT® Elim inator Perforated Nailable• RUBEROID® SBS Heat - WeldTM Smooth RUBEROID® SBS Heat- We1dTM Granule RUBEROID® SBS Heat - W'eIdTM 170 FR RUBEROID® SBS H.eat- WeIdTM PLUS RUBEROID® SBS Heat - Weld PLUS FR RUBEROID Modified Base Sheet RUBEROID® Modified Bitumen Adhesive RUBEROID® SBS Heat- WeIdTM 25 Ruberoid® Mop Granule RUBEROI.0 MOP Smooth RUBEROID MOP PLUS Test Dimensions Specification 39.37" (1 meter) ASTM D3672 Wide ASTM D 4897 various 39.37" (1 meter) ASTM D3672 Wide ASTM D 4897 1 meter (39.37 ") wide 1 meter (39.37 ") wide 1 meter (39.37 ") wide 1 meter (39.37 ") wide 1 meter (39.37 ") wide 39.37" (1 meter) Wide 5 gallons 1 meter (39.37") wide 1 sq. roll 87 lbs. ASTM D -6164 ASTM D -6164 ASTM D -6164 ASTM D -6164 ASTM D -6164 ASTM D4601, Type II, UL Type G2 BUR ASTM D 3019 Type III ASTM D -6164 39.37" (1 meter) ASTM D 6222 Wide ASTM D 5147 ASTM D 6298 ASTM D 5147 39.37" (1 meter) ASTM D 6164 Wide. ASTM D 5147 Product D escription Fibergass base sheet 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. Fiberglass base sheet coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating. Non -Woven Polyester mat coated with polymer - modified asphalt and smooth surfaced. Non -Woven Polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mtrt coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with fire ret# dant polymer modified asphalt and surfaced with mineral granules. Premium glass fiber reinforced SBS- modified base sheet Fiber reinforced. rubberized Adhesive Non -Woven Polyester mat coated with polymer- modified asphalt and smooth surfaced Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -woven polyester mat coated with polymer- modified asphalt and smooth surfaced. Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. NOA No: 02- 0408.10 Expiration Date: 11/06/03 Approval Date: 05123/02 Page4 of38 . y . Product RUBEROID MOP 170FR RUBEROID MOP FR RUBEROID TORCH Smooth RUBEROID TORCH Granule RUBEROID TORCH PLUS R.UBEROID TORCH FR RUBEPOID 1 70FR TORCH Ruberoid® 20 Ruberoid® 30 Ruberdid® 30 FR RUBEROID® ULTRACLAD® SBS RUBEROID® Dual FR Vent Stacks (metal and plastic) GAF Aluminum Emulsion Dimensions 39..37" (1 meter) W ide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) W ide 39.37" (1 meter) Wide 39.37" (1 meter) W ide, 39.37" (1 meter) Wide . 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 5 gallons Test Specification ASTM D 5147 ASTIv1 D 6164 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM U 5147 ASTM D 6222 ASTM D 5147 39.37" (1 meter) ASTM D 6163 Wide ASTM D 5147 39.37" (1 meter) ASTM D 6163 Wide ASTM D 5147 ASTM D 6298 a ST1�1 D 5147 ASTM D 6163 ASTM D 5147 ASTM D 6164 ASTM D 5147 PA 100(A) ASTM D 1929 ASTM D 635 None i - UJ'UC J: U'dUt p. U J. J) Product Descri tion Non -Woven po yester mat coated with fire 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. Heavy duty, polyester reinforced, asphal modified bitumen membrane, granule surface. Heavy duty; polyester reinforced, asphalt modified bitumen membrane, granule surface Heavy duty, polyester reinforced, coated with fire retardant asphalt modified bitumen membrane, granule surface. Heavy duty, polyester reinforced, coated with fire retardant asphaltnodified bitumen membrane, granule surface. SBS modified asphalt base sheet reinforce with a glass fiber mat. Non woven fiberglass maloated 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 surfaced with aluminum, copper or stainless steel foil. Non -woven polyester and fiberglass mat coated with file retardant, polymer - modified asphalt and surfaced with m ineral granules. One -way valve vent used to relieve built, up pressure within the roof system. GAF Vent Stacks are available in metal or plastic. Mineral colloidal bituminous emulsion ith reflective aluminum flakes NOA No: 02- 0408.10 Expiration Date: 11/06/03 Approval Date: 05/23102 Page 5 of 38 Product GAF Aluminum Roof Paint (Matrix•"' System Pro Alum inum Roof Coating Fibered 302) GAF Built -Up Roofing Asphalt Rt)BEROID MOD Asphalt, Asphalt L & Asphalt P Shingle -Mate n4 Unde.rlaym ent File-Mate Modified Base Sheet Tile -Mate Modified Cap Tile -Mate Modified Cap Plus TopCoat® Surface Seal SB (Matrix 602 SB Coating) GAF WeatherCote® MB +(Matrix 715 MB (2 oating) TopCoat MB+(Matrix 715 MB Coating) W eatherCoteTM (M atrix 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 (Ruberoid ®MB) Matrix 202 Select SBS Flashing Matrix 203 Standard Plastic Cem ent Matrix 213 Gun Grade Plastic Cement Matrix 103 Cold Adhesive Test Dimensions Specification 5 gallons ASTM D2824 Type 1 100 lb. cartons, ASTM D312, bulk Types I, II, II1 and 1V 60 lb. kegs 4 sq. roll 30 lbs. 1.5 sq. roll ASTMD 5147 1 sq. roll ASTM D 5147 103 lbs. ASTM D5147 1 sq. roll 102 lbs. 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons ASTM D3019 ASTM D3019 ASTM D3019 ASTM D4586 ASTM D4586 ASTM D4586 ASTM D3019 Product Description Non- fiberecl Alum inum pigm ented, asphalt roof coating Interply mopping and surfacing asphalt SEBS modified asphalt Fiberglass reinforced shingle underlaynt ent SBS modified asphalt base sheet and interply sheet reinforce with a glass fiber mat tile underlayment. Non-woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules tile underlayment. Non-woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules tile underlayment. Surface coating for smooth surfaced and m ineral surfaced roofs. Surface coating for smooth surfaced and m ineral surfaced roofs. Surface coating for smooth surfaced and m ineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs Surface coating for smooth surfaced and m ineral surfaced roofs. Cold Applied Modified SEBS Asphalt Adhesive • Cold Applied Modified SEBS Asphalt Adhesive - Flashing Grade. Cold Applied Modified SEBS Asphalt Adhesive. Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. Standard Plastic Asphalt Roofing Cement Standard Plastic Asphalt Rooting Cement Caulk Grade. Cold Applied Asphalt Adhesive. NOA No: 02 -0408.10 Expiration Date: 11108/03 Approval Date: 05/23/02 Page 6 of 38 Product Matrix 3033 S� Select Fibered Aluminum Matrix 304 Select Non - Fibered RUBEROID® Modified Bitumen Adhesive Dimensions 5 gallons 5 gallons 5 gallons Test Product Specification ' Description ASTM D 2824 Fibered aluminum coating. ASTM D2824, Non- fibered. Aluminum pigmented, Type I asphalt roof coating, ASTM D 3019 Fiber reinforced, rubberized Adhesive Type III I 'w'uL 4,4.410w �, 0 ul ui NOA No: 02 -0408,10 Expiration Date: 11106103 Approval Date: 05123102 Page 7of38 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 Board GAFTEMP GAFEDGETM Tapered Edge Strip (BMCA) GAFTEMP® High Density Fiberboard I3MCA EnergyGuard, RA BMCA Composite EnergyGuard, RA PYROX White Line ACFoam I, I[ Sc Composite ISO 95+ ISO 95+ Composite EPS Wood Fiber High Denuity Wood Fiberboard Pelite /Urethane Composite Perlite Insulation Dens Deck 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 Perlite recover board Tapered perlite board High density wood fiberboard insulation. Polyisocynurate foam insulation Polyisocynurate /wood fiberboard com posite Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate /perlite ridged insulation Extruded polystyrene insulation Wood fiber insulation board Wood fiber insulation board Perlite "urethane composite board insulation Perlite insulation board Water resistant gypsum board 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. Atlas Energy Products Firestone Building Products, Inc. Firestone Building Products, Inc. Generic Generic Generic Generic generic G -P Gypsum Corp. NOA No: 02- 0408.10 Expiration Date: 11/08103 Approval Date: 05123/02 Page 8 of 38 Jr, �4�d. W, 1u. HI, 11 AVV1Illy APPROVED INSULATIONS: E'NRG'Y -2 & E'NRG'Y -2 PLUS, UltraGard Gold FiberGlass Roof Insulation ISORoc Structodek Product Name Multi -Max & FA Paroc Base Board Paroc Cap Board APPROVED FASTENERS Fastener Number Product Name 1. 'GAFTITEO :(Drill -Tec ®) #1 ,Standard,& Heavy Duty Roofing Fastener 2. GAFTITE® (Drill -Tec ®) ASAP 3. GAFTIT'E® (Dril!.Tec ®) Base Sheet Fastener and Plate 4. .Galvalume Plates (Drill - Tec® Metal) 5. Polypropylene Plates (Drill - Tec® Plastic) 6. Dekfast Fasteners #12, #14 & #]5 7. Dekfast Hex Plate 8. Dekfast Lock Plate 9. #12 Roofgrip Fasteners 10. ` aMetalyPlate [Lott TABLE 2 Product Description Polyisocyanurate foam insulation Glass fiber./'vIineral fiber insulation Polyisocyanurate foam / rockwool composite insulation Wood fiber insulation board Polyisocyanurate roof insulation Rockwool insulation TABLE 3 Insulation fastener for steel, wood & concrete decks. Pre - assembled GAFTITE Fasteners and metal and plastic plates. Base sheet fastening assem hly. Polypropylene locking plate. Insulation fastener for wood and steel. Galvalume stress plate. 2 7/8" x 3 , " ,a 3 "x3'/" 3" round 3" square I - Ub-U2 J;JUam p. 10 of 39 Manufacturer (With Current NOA) Johns Manville Johns Manville Johns Manville Masonite. RMax, Inc. Partek, Inc. Product Manufacturer Description Dimensions (With Current NOA) GAF Materials Corp. GAF Materials Corp. Materials Materials Corp. Round galvalume stress 3' and 3 S;" GAF Materials Corp. plates. Round polypropylene stress 3' and 3 ' /i' GAF Materials Corp. plates. Insulation fastener for Construction Fasteners wood, steel and concrete Inc decks Galvalume hex stress plate. Construction Fasteners Inc. Construction Fasteners Inc. ITW Buildex Corp. ITW Buildex Corp. NOA No: 02 -0408.10 Expiration Date: 11/08/03 Approval Date: 05/23/02 Page 9 c438 APPROVED FASTENERS: Fastener Number 11. G earlok Plastic Plate 12. Glasfast Fastener 13 Olympic Fastener #12 8c #14 14. Olympic Fastener ASAP 15. Olympic Polypropylene 16. Olympic G -2 17 Olympic Standard 18. lnsul -Fixx Fastener 19. Insul -Fixx S Plate 20. Insul -Fixx P Plate 21. Tru -Fast 22. Tru -Fast Plates 23. Tru -Fast Plates EVIDENCE SUBMITTED: Test Agency Factory Mutual Research Corporation Factory Mutual Research Corp. Trinity Engineering Dynatech Engineering Corporation Product Name TABLE 3 Product Description Polypropylene round 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 steal plate Polyethylene plastic plate Test Identifier Current Insulation . Attachm ent .Requirements Wind Uplift, FMRC 4470 - PA 114 Wind Uplift PA 114 Wind Uplift PA 114 Description FMRC 1996 J.T. 1B9A8.AM J.I. 3D4Q2.AM 4483.04 97 -1 #3600.02.95 -1 #4482.02.95 -1 3.2" V4 J.JUQW p. 11 JL JJ Manufacturer Dimensions (With Current NOA) ITW Buildex Corp. Johns Manville Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. 3.25" roundDlymplAanufacturing Group, Inc. 3.5" round Olympic Manufacturing Group, Inc. 3' round Olympic Manufacturing Group, Inc. SFS /Stadler 3' round SF'S /Stadler 3'' round SFS!Stadler The Tru -Fast Corp. 3' round The Tru -Fast Corp. 3" round The Tru -Fast Corp. 09.04.97 04.30.97 06.06.97 02.02.95 NOA No: 02 -0408,10 Expiration Date: 11106103 Approval Date: 05123/02 Page 10 of 38 TestAgency Test ldentifler Description Date PRI Asphalt GAF - 020- 02 -01 ASTM D 4977 02.01.02 1 echnologies, Inc. IRT of S. Fl. 02 -005 TAS 114 01.18.02 IRT of S. Fl. 02 -014 TAS 114 03.22.02 J NOA No: 02 -0408.10 Expiration Date: 11108/03 Approval Date: 05123/02 Page 11 of 38 hci .atlsrenuoa ru: Angell xoor1ay tram: M embrane Type: APP /SIB Heat W eld Deck Type 1: Wood, Non - insulated New Construction or Rerouf Deck Description: • 1 " or greater plywood or wood plank decks System Type E (1): Base sheet mechanically fastened. All General and System Limitations shall apply. Base sheet: GAFGLAS 480 CltimaTM Base Sheet, STRATAIJENT® Eliminator Pertorated Nailable, RUBEROID Modified Base Sheet, RUBEROIF, MOP Smooth, RUBEROID® 20, RUBEROID SBS Heat- Weid' "M Smooth or RUB.EROID SHS Heat -Weld 25 base sheet mechanically fastened to deck as described below; Fastening 0 ptions 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 D esign Pressure -45 psf, See General Limitation #7) GAFGLAS® Ply 4 ®, GAFGLAS Flex PIyTM 6, GAFGLAS 475 Base Sheet or any of above Base sheets attached to deck with Drill -Tec (G AFT[TF ) 412 or 414 Screws and 3" Plates, 12" o.c. in 3 rows One row is in the 2" side lap. The. other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure —45 psf, See General Limitation #7) GAFGLAS Flex P1yTM 6, GAFGLAS au75 Base Sheet or any of aba e 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 psi, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill-Tee (GAFTITE) 412 or 414 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 Deign Pressure —60 psi, 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 TONS 9" in the field. (Maximum Design Pressure-60 psf, See General Limitation #7) GAFGLAS 475 Base Sheet or any of above Base sheets attached to deck with Drill -Tec. (GAFTITE) 412 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 approxirn ately 9" o.c. in the field of the sheet. (Maximum Design Pressure -75 psf, See General Limitation #7) t -05 -02 3:30am p. 35 of 39 NOA No: 02. 0408.10 Expiration Date: 11106/03 Approval Date: 05/23/02 Page 34 of 38 Ply Sheet: M embrane: Surfacing: M aximum Design Pressure: See Fastening Above (Optional except over RUBI ROID Modified Base Sheet, RUBEROID MOP Smooth. RUBEROID® 20. RUBERCID SBS Heat - WeldTM Smooth or RUBEROID SBS Heat -Weld) Cne or more plies GAFGLAS PLY 4 ®, GAFGLAS® PLY 6® Ply or GAFGLAS Flex Ply 6 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq. or Ruberoid Torch Smooth torch applied according to manufacturer's application instructions. One ply of Ruberoid® Torch Smooth, Ruberoid® Torch Granule, Ruberoid®i0 Torch Plus Granule or Ruberoid® Torch FR torch applied according to manufacturer's application instructions. Or One or more plies of RUBEROID® SBS Heat - Weld "M PLUS, RUBEROID® SBS Heat - WeldTM PLUS FR, RUBEROID® SBS Heat - WeldTM 170 FR. RUBEROID® SBS Heat - WeldTM, RUBEROID® SBS Heat- Weldr't Smooth, RUBEROID® U1traCladT" SBS and RUBER.OIU® SBS Heat - WeldTM 25 applied according to manufacturer's application instructions. (Optional) Install one of the following: 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 GAF Premium Fibered Aluminum Roof Coating, at 1.5 gal. /sq. or GAF WeatherCoat Emulsion at 3 gal. /sq. (Torch Smooth applications only) 3 GAF Weathercote® MB +(Matrix 715 MB Coating), Applied at 1 to 1.5 galJsq 4. Top cC oat® Surface Seal SB(Matrix 602 SB Coating), Applied at ] to ' 5 gal.isq. NOA No: 02- 0408.10 Expiration Date: 11/06103 Approval Date: 05123/02 Page 35 of 38 GENERAL LIMITATIONS: WOOD DECK SYSTEM LIMITATIONS 1 A slip sheet is required with Ply 4 and Flex P1yr" 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum 4a" Dens Deck or !/_ Type X gypsum board is acceptable to be installed directly over the wood deck. 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing lvlaterials Directory for fire ratings of this product. Insulation may he installed in multiple layers. The first layer shall beattached in compliance with Product Control Approval guidelines. All other lavers 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 m echanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. 1Vhen applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay end /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 he placed every 12' in each ribbon to allow cross ventilation; Asphalt application of either system shall be ate minimum rate of 12 lbs. /sq. Note: Spot attached systems shall be limited to a maximum design pressure of -46 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, signedand 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 thls limitation Is specifically referred within this NOA, General Limitation #S will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and /or flashing termination desgns 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.) END OF THISACCEPTANCE NOA No: 02- 0408.10 Expiration Date: 11/08/03 Approval Date: 05/23/02 Page 38 of 3A 1• ROOF COVERING MATERIALS (TEVT) Roofing Systems (TGFU)— Continued Surfacing: Gravel, 400 lbs/sq, loose laid or applied in a flood coat of hot roofing asphalt. 2. Deck: NC • • Incline: 1/2 Base Sheet (Optional): One or more layers Type Gl, G2 or G3. Membrane: One or more layers "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth 'or granule) or "Ruberoid Mop Plus" (granule). Coating: Karnak No. 97, 1 -1/2 - 3 gal /sq. 3. Deck: NC Incline: 1/4 • Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, any thickness. Base Sheet (Optional): One or more layers Type GI, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (granule) or "Ruberoid Mop Plus" (granule). Coating: Karnak No. 97, 1 -1/2 - 3 gal /sq. 4. Deck: C -15/32 Incline: 1/2 Insulation: One or more layers perlite, glass fiber, isocyanurate, ure- thane, perlite/ isocyanurate composite, perlite/ urethane composite, phe- nolic, 1 -1 /2 in. min thickness (offset from plywood joints 6 in.). Base Sheet: One or more layers of Type G2 or, G3. Ply Sheet (Optional): One or more layers,of Type 01. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Surfacing: Karnak No. 97, 1 -1/2 - 3 gal /sq. 5. Deck: NC Incline: 1 /2 Base Sheet (Optional): One or more layers of Type Gl, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule). Surfacing (Optional): Karnak "No. 97" or "169" at 1 -3 gal /sq or Grundy Ind. "20 F Emulsion" at 3 gal /sq. 6. Deck: C -15/32 Incline: 1/2 Insulation: One or more layers perlite, glass fiber, 3/4 in. min, isocya- nurate, urethane, perlite /isocyanurate composite, perlite/ urethane com- posite, phenolic, 1 -1/2 in. min. Base Sheet (Optional): One or more layers of Type G1, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Surfacing: Gravel. 7. Deck: C -15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber / isocyanurate composite, phenolic. Base Sheet: Two or more layers of Type G2 or G3. Ply Sheet (Optional): One or more layers of Type Gl. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). Surfacing: Kamak 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, isocya- nurate, urethane, perlite /isocyanurate composite, perlite/ urethane com- posite, phenolic, 1 -1/2 in. min. Base Sheet (Optional): One or more layers of Type Gl, G2 or G3. Membrane: One or more layers of "Ruberoid Torch" (smooth or granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (smooth or granule) or "Ruberoid Mop Plus" (granule). ' Surfacing: "AL MB Aluminum Roof Coating" at 1 -2 gal /sq. 9. Deck: C -15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, glass fiber, 3/4 in. min, isocyanurate, 'urethane, perlite /isocyanurate composite, perlite/ urethane composite, phenolic, 1 -1/2 in. min. Base Sheet: One or more layers of Type G2 "GAFGLAS #75 Base Sheet ", hot mopped or mechanically fastened in place. Ply Sheet: One or more layers of Type G1 "GAFGLAS Ply 4 ", hot mopped in place. Membrane: "Ruberoid Mop FR" (granule). Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal /sq or GAF Weather Coat Emulsion at 3 gal /sq. 10. Deck: C -15/32 Incline: 1/2 2002 ROOFING MATERIALS AND SYSTEMS DIRECTORY LOOK FOR THE UL MARK ON PRODUCT ROOF COVERING MATERIALS (TEVT) 175 Roofing Systems (TGFU) — Continued Insulation (Optional): One. or more layers perlite, glass fiber, 3/4 in. min, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ • urethane composite, phenolic, 1 -1/2 in. min. Base Sheet: One or more layers of Type G2 "GAFGLAS #75 Base Sheet ", hot mopped or mechanically fastened in place. Ply Sheet: One or more layers of Type Gl "GAFGLAS Ply 4 ", or "GAFGLAS Ply 6" hot mopped in place. Membrane: "Ruberoid Torch 170FR" (granule). Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal /sq or GAF Weather Coat Emulsion at 3 gal /sq. 11. Deck: C -15/32 Incline: 1/2 Insulation: Isocyanurate, 2 in. min., wood fiber, perlite or glass fiber, any thickness, hot mopped or mechanically fastened in place. Joints offset 6 in. Base Sheet: One or more layers of Type G2 "GAFGLAS #75 Base Sheet ", .hot mopped or mechanically fastened in place. Ply Sheet (Optional): One or more layers of Type Gl "GAFGLAS Ply 4" or "Ply 6" hot mopped in place. Membrane: "Ruberoid Torch 170FR" (granule). Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal /sq or GAF Weather Coat Emulsion at 3 gal /sq. 12. Deck: C -15/32 • Incline: 1/2 Insulation (Optional): Isocyanurate, perlite or glass fiber, any thick- ness, hot mopped or mechanically fastened in place. Joints offset 6 in. Base Sheet: One or more layers of Type G2 "GAFGLAS #75 Base Sheet ", hot mopped or mechanically fastened in place. Ply Sheet: One or more layers of Type Gl "GAFGLAS Ply 4" or "Ply 6 ", hot mopped in place. Membrane: "Ruberoid Torch 170FR" (granule). Surfacing (Optional): GAF Fibered Aluminum Coating at 1 -1/2 gal /sq or GAF Weather Coat Emulsion at 3 gal /sq. 13. Deck: NC Incline: 1/2 Insulation (Optional): Isocyanurate, wood fiber board, perlite, glass fiber, any thickness, hot mopped or mechanically fastened in place. Joints offset 6 in. Base Sheet: One or more layers of Type G2 "GAFGLAS #75 Base Sheet ", hot mopped in place. Ply Sheet (Optional): One or more layers of Type G1 "GAFGLAS Ply 4" or "Ply 6" hot mopped in place. • Membrane: "Ruberoid Torch 170FR" (granule). Surfacing (Optional): "GAF Fibered Aluminum Coating" at 1 -1 /2 gal /sq or GAF Weather Coat Emulsion at 3 gal /sq. 14. Deck: NC Incline: 1/2 Insulation (Optional): Isocyanurate, wood fiber board, perlite, glass • fiber, any thickness, hot mopped or mechanically fastened in place. Joints offset 6 in. Base Sheet: One or more layers of "GAFGLAS #75 Base Sheet ", hot mopped in place. Ply Sheet (Optional): One or more layers of "GAF GLAS Ply 4" or •'l'ly 6" hot mopped in place. Membrane: "Ruberoid Torch 170FR" (granule). Surfacing (Optional):. GAF Weather Coat Emulsion applied at 3 gal /sq or GAF Fibered Aluminum Coating at 1 -1/2 gal /sq. 15. Deck: C -15/32 Incline: 1/2 Insulation (Optional): Perlite, fiber glass, isocyanurate, urethane, perlite /isocyanurate composite or phenolic. Base Sheet: One or more layers Type G2 or G3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): One or more layers Type GI, hot mopped in place: Membrane: "Ruberoid Mop FR" or "Ruberoid Mop 170 FR" (granule). 16. Deck: C -15/32 Incline: 1/2 Insulation (Optional): Perlite, fiber glass, isocyanurate, urethane, perlite /isocyanurate composite or phenolic, offset 6 in. from joints. Base Sheet: One or more layers of Type G -2 or G -3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional): One or more layers of Type G -1, hot mopped in place. Membrane: One layer of "Ruberoid Torch" or "Ruberoid Mop" (smooth). • . • Membrane: One layer of "Ruberoid Torch 170FR" or "Ruberoid Mop FR" (granule) 17. Deck: NC Incline: 1 --e Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Permit Number: BP2003 -536 Printed: 4/7/2003 Applicant: MARGUERITE Owner: VOORHEES JOB ADDRESS: 307 NE 99 Contractor ANGELL ROOFING Local Phone: 305 - 324 -1166 Parcel # 1132060135480 Fees: Description Amount FEE2003 -1993 CCF $1.20 FEE2003 -1994 Builder's Bond $300.00 FEE2003 -1995 Building Permit Application Fee $60.00 $361.20 Total Fees: Total Fees: $361.20 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: Work: FLAT ROOF REPLACEMENT If there is no permit package accessible on the job -site for inspectors to verify, there will be no inspections. Re_ nsnP_itfinn_ fee is $50.00, which must be paid in advance before calling for another insaecti^^ ----:- —, i = ■nl,tit 'a659ti500 .12,h0000E90. b This Permit is granted to the cord ordinances pertaining thereto and w and approved by the proper municip authorization. A further condition up ordinances and regulations pertainin aM by his agents, servants or employee: Signed: In consideration of the issuance to i with the plans, drawings, statements myself, my agent, servants or employ Signed: Sd . tf�1O a (2 */'9 2 $ 94£1 11 0£9/4-£9 Building Permit 10/4/2003 VOORHEES MARGUERITE ST Contractor's Address: 918 NW 7TH AVE Legal Description: MIAMI SHORES SEC 1 AMD PB 10 -70 LOT 13 & 14 BLK 40 LOT SIZE 100.00t'. Construction Value: $2,200.00 Page 1 of 1 011e - 9£lee 1A'I1/VIW •3AV HU'PAN 9l6 99l it Z£-90£ '3N1 ONIIOOa 113ONV LL7OO1.E901/ HOV 'e3!aawino4ue8 AO 3H101 . Add 0 0 Zara e Associates I Roof ine Laboratory Testing and Research Moisture and Up —Lift Test ine RE.: TEST TO DETERMINE ROOF TILES ARE SECURED TO DECK AFTER 30 DAYS INSTALLATION - SOUTH FLORIDA BLDG. CODE 3404.3 Date: 5/20/96 Property address: 307 NE 99th. Street, Miami Shores, Fl Owner: Margarita Voorhees Contractor: G & L Roofing Permit #: 39467 City: Miami Shores Type of Tile: Metro flat Product Control #: 94 1222.14 Roof Slope: 3/12 Sq.ft. area: 1,600 sq.ft. approx. Testing Equipment: Chatillon - DFIS 100 Calibrated 9/7/93 May 21, 1996 The purpose of this quality control test is to confirm that there exists sufficient bonding by the mortar to the tile and underlayment in the tile system applied; it will be determined whether 75% of the tile bonds to be tested in three different roof areas, provides sufficient resistance to an arbitrary static uplift load applied on the tile. This procedure will satisfy the Building Code Compliance requirements set forth in Protocol PA 106 -95. Tiles have been tested on three different roof areas: field, perimeter and comer areas. Prior to testing, dimensions of these areas were determined and recorded according to Chapter 23 of South Florida Building Code. Tiles selected at random from the three different areas, were lifted by hand, in order to test for loose components. LOAD APPLICATION: An arbitrary Toad of 35 ibf. has been applied to each tile, holding the load for 5 seconds. Test results are tabulated as follows: 2524 W. 3rd. Avenue, Hialeah, Florida 33014 C954)433 -14E4 * (954 }437 -2332 * Fax (954)437 -2296 F1etra -Dade County Certification Na. 94- 0125.Oa Enclosed find a sketch of the test site roof, indicating field, perimeter and corner areas with dimensions, and also, location where pulls have been conducted. XX More than 75% of the tile bonds tested in each of the three areas, provided sufficient resistance to the arbitrary Toad applied. XX Truly yours, ZARA AND ASSOCIATES, INC. P TER L. L - b. Director Encl. Sketch More than 25% of the tile bonds tested in each of the three areas, did not provide sufficient resistance to the arbitrary Toad applied. More than 10% of the components have been determined to be "loose" components. The static uplift quality control test for the property in question, complies with the Code requirements 3404.3 and Protocol PA 106 -95. AREA # PULLS LOOSE TILES BROKEN/ CRACKED TILES ADHESIVE DELAMINATED FROM UNDERLAYMENT TILES DELAMINATED FROM ADHESIVE Field 28 none none none none Perimeter 23 none none none none Corners 24 none none none none Enclosed find a sketch of the test site roof, indicating field, perimeter and corner areas with dimensions, and also, location where pulls have been conducted. XX More than 75% of the tile bonds tested in each of the three areas, provided sufficient resistance to the arbitrary Toad applied. XX Truly yours, ZARA AND ASSOCIATES, INC. P TER L. L - b. Director Encl. Sketch More than 25% of the tile bonds tested in each of the three areas, did not provide sufficient resistance to the arbitrary Toad applied. More than 10% of the components have been determined to be "loose" components. The static uplift quality control test for the property in question, complies with the Code requirements 3404.3 and Protocol PA 106 -95. PROPERTY LOCATED AT 307 NE 99TH. STREET, MIAMI SHORES, FL ® Field ® Perimeter • Corners FLAT ey 29 ft r L 28 ft FLAT • r I ®L _ J ® ey I ® I 1 L FRONT 16ft J 25 ft 2ft . PERMIT APPLICATION FOR MIAMI SHORES VILLAGE . Al i' l � Date 3/9_ *Job Address (3 0 9 dl / Tax Folio 1/- ,,J-.0 (% 0 /8 .� ,�°'? 70 Legal Description Historically Designated: Yes No V Owner/Le.sertant "Verk- lm , 1 4 <t) x.k. A:+ Master Permit # 3 qy6 7 Owner's Address '0'7 Af c' 7 Phone 7 7 -2-c Contracting Co. 6 6 , Address 7 F/ 1 / C- Qualifier n /✓?4$ rj i /k/W SS# 7<') J Z. �'— State # Municipal # J33 e Competency # Ins. Co. Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION / ii 6 7/b' Rh C: l S �►�3 C 6i� i j /f/2...-- C.6 eo /Q Th/,et l f/ / f 6e7`_l S Square Ft. ,!t Estimated Cost (value) ?, n 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. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. C'Xt4 (—) S Signature of owner and/or Condo President Date Signature of Contractor r Ofner- Builder Date Notary as to Owner and/or Condo President Date My Commission Expires: My Commission Expires: Notary as to Contractor or Owner- Builder Date FEES: PERMIT 61 RADON C.C.F. NOTARY TOTAL DUE CS' APPROVED: Zoning Building Electrical Mechanical Plumbing Engineering PERMIT APPLICATION FOR MIAMI SHORES VILLAGE )ate]? --Z-7.- / 7 6 1 ate3 -2 C Job Address Q 7N / �[/l. Tax Folio// -?2 - o/, -3 Iiega1 Description Owner Ues$se / Tenant Master Permit # Owner ' s Address ©/ APS 9? Phone A 7 673.2-TS Contracting Co. 6 4/40 7 6 Address ' �// dr Qualifier fr G A Ti-a ea SS# 7‘ 1 7 W State # Municipal # / 3 3 ce Competency # Ins.Co. Architect /Engineer Address Bonding Company Address Mortgagor Address Permit Type(circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL I ROOFING PAVING FENCE SIGN WORK DESCRIPTION AL 1- itfJ /AG.4' 1 A /r 7//2 fr/-/f I cb" NTJ�`- AI /4c.4' 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 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. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the R -named contractor to do the work stated. FEES: PERMIT RADON N Signature ASowner'and/or Condo President Date: X-7 -- Notary as to Owner -a/�r Condo President; My Commission Expi rea :OFFICIAL •IOTARYSEAL VINCENT D CARR NOTARY PUBLIC STATE OF COMMISSION NO. CC515851 ** * * * MY CbMMISSIOPi EXP. DSC 111,19p * * * * C.C.F. 'NOTARY TOTAL DUE APPROVED: Fire Other Zoning Building Electrical Signature of Contractor or Ownei Builder Date: J Notary as t My Commission Contractor or Owner- Builder VINCENT D CARR NOTARY PUBLIC STATE OF * COMMISSION NQ. CCSI MY COMMISSION EXP. DEC 1 : 1999 ** Mechanical Plumbing Engineering Must file if job valuation exceeds $ 2,500.00 in labor and material and must be posted prior to jobs commencin. Must be filed at: 44 West Flagler Street, 8th Floor, Miami, Florida NOTICE OF COMMENCEMENT TAX FOLIO NUMBER: ( / 3206 0 / 3 S 9? D COUNTY OF DADE PERMIT NUMBER: STATE OF FLORIDA 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 in provided in this Notice of Commencement. 1. Legal description of property and street address: 6 74.4- 9 9 All/4 Y/L 2. Description of improvement :: AG' f+90 VE d "7; 3. Owner(s) name and address: ,/ ( 71.11 h'J/ Y/00A ` Q s .-I (7", ,'i 99 Z e 3t Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: G.1- L Acy6Ail c T 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 designed 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, Owner designates the following person(s) to receive a copy of a 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 one (1) year from the date of recording unless a different date is specified) ' 6 Q 6'1 Y -1_11 A-J l CENT CARR SEAL • ,GNATURE OF OWNER NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. CC515854 MY CO M M LSSION EXP. D6C 181999 Print Owner's .Name: M9/ Sworn to and subscribed before me day of , - . n 19 9 Personally Known, or Produced ID X Oath taken, Oath not taken Plied (i Prepared by. ,9 s 7kAgp2/ on this 2 7 Address: , t 1 1 )v STATE OF FLORI)A, COUINTf 0 DADE 1 HERM CUIIFY i^.o this is o true copy of oho orlJ:no' FI 1 in f»:# o••tice on s- daa A.O. 19 W TNESS mY7h.•nd and Official Seal. HAKV' : Vl� R 1. ,i +a eaunQv e y Notary Publi ? _ Print Notary's Name: (/)r..e,/ CZ/ Commission Expiration METRODADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Metro Roof Tile, Inc. 11350 N.W. South River Drive Miami, FL 33178 Your application for Product Approval of: Flat Cement Tile under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Redland Technologies, TheCenter forApplied Engineering, Inc., and Testwell Craig Laboratories & Consultants, Inc. has been recommended for acceptance by the Building Code Compliance office to be used in Dade County, Florida under the specific conditions set forth on pages 2 et. seq. and the Standard Conditions on page 3. This approval shall not be valid after the expiration date stated below. The Office of Code Compliance reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The applicant shall re- evaluate this product or material should any ammendments to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by th,e manufacturer. Approved: 06 /15/95 Acceptance No.:94- 1222.1 Expires:06 /15/98 METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE SUITE 1603 METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 PRODUCT CONTROL SECTION (305) 375 -2902 FAX (305) 372 -6339 Raul Rodliguez Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. s anger, Director Building Code Compliance Dept. Metropolitan Dade County PRODUCT CONTROL NOTICE OF ACCEPTANCE ROOFING SYSTEM APPROVAL Applicant: Metro Roof Tile, Inc. Product Control No.: 94- 1222.14 200 Story Road Jul 5 Lake Wales, FL 33859 Approval Date: 1 1995 Expiration Date: JUN 1 5 1448 Category: Prepared Roofing Sub - Category: Flat Tile Type: Nail- on/Mortar Set/Adhesive Set Sub -Type: Concrete System Descriptions Metro Roof Tile, Inc., located in Medley, Florida, manufacturers clay roof tile for nail -on, mortar set or adhesive set applications. This Product Control Approval relates to Metro Roof Tile's "Concrete lat" flat tile profile. Refer to appropriate Product Control Approvals for other tile profiles. The Metro Roof Tile "Concrete Flat" tile profile is available in a variety of colors and has matching trim pieces used for rake hip, ridge hip, and valley terminations. These accessories are manufactured for all profiles and form a part of this Product Control Approval. The Metro Roof Tile "Concrete Flat" roof tile has been tested in compliance with the South Florida Building Code requirements for concrete, nail -on, mortar set or adhesive set tile applications. See the "Profile Drawing" section in this Approval for the Metro Roof Tile "Concrete Flat" profile drawing. The Metro Roof Tile "Concrete Flat" profile has been tested for both wind characteristics and static uplift performance, therefore, any consideration for installation shall be done as a 'Moment Based System'. Data for attachment calculations is noted in Tables I through 4 of this Approval. Contact: Fernando Arias Metro Roof Tile, Inc. 11501 Northwest 117th Way Miami, FL 33178 (305) 558 -6712 2 Raul Rodriguez Trim Pieces TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT Test Product Product Dimensions Specifications Description Metro Roof Tile 1 = 16" PA 112 Flat, interlocking, high pressure Concrete Flat w = 10" extruded, concrete roof tile equipped 11/4" thick with two nail holes. For direct deck or battened nail -on , mortar or adhesive set applications. 1= varies w = varies varying thickness PA 112 Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. 3 Raul Rodriguez Product Control No.: 94 1222.14 Product #30 Felt #43 Coated Base Sheet Mineral Surface Cap Sheet Rainproof 11 Ice and Water Shield Mopping Asphalt Flashing Cement TRADE NAMES OF PRODUCTS MANUFACTURED OTHERS Dimensions N/A N/A N/A Lenzingtex -ZB 140 59" x 164' roll Underlayment 22 Ibs /roll 30" x 75' roll 36" x 75' roll or 60" x 75' roll 36 "x75'roll N/A N/A Test Specifications ASTM D 226 type 11 ASTM D 2626 ASTM D 249 PA 104 PA 104 PA 103 ASTM D 312 type III or IV ASTM D 4586 4 Raul Rodriguez Product Control No.: 94- 1222.14 Product Description Saturated organic felt to be used as a nailed anchor sheet. Saturated and coated organic base sheet for single or double ply underlayment. Mineral surfaced asphalt roll roofing for use as a top ply in a double ply underlayment system. Single ply, nail -on underlayment. Single ply, nail -on underlayment with 2" self - adhering top edge. Self- adhering underlayment for use as a top ply in a two ply underlayment system with approved #30 or #43 as the base layer. Asphalt for bonding a mineral surface cap to a mech. attached base sheet in a double ply underlayment system. Cut back, asphalt based, asbestos free, fiber reinforced, trowel grade cement for repair and flashing applications. Manufacturer generic generic generic Lenzing Performance, Inc. with current PCA Protect -O -Wrap, Inc. with current PCA W.R. Grace Co. with current PCA generic generic Test Product Product Dimensions Specifications Description Manufacturer Asphalt Primer N/A ASTM D 41 Cut back, asphalt generic • based coating used to facilitate bonding of dissimilar materials. Roofing Nails Tin Caps Wood Battens Tile Nails Tile Screws Roof Tile Mortar ( "Quikrete® Roof Tile Mortar #1140") min. 12 ga. with '/," head min. 32 ga. min. 1' 4" o.d. max. 2" o.d. PA 114 Appendix E PA 114 Appendix E vertical Wood Preservers Salt pressure treated min. 1" x 4" Institute LP - 2 or decay resistant horizontal lumber battens min. 1" x 4" for use with vertical battens or min. 1" x 2" for use alone min. 8d x 2V2" or min. 10dx3" #8 x 2%:" long 0.335" head dia. 0.131" shank dia. 0.175" screw thread diameter PA 114 Appendix E PA 114 Appendix E Roof Tile Mortar N/A PA 123 Prepared mortar mix Bermuda Roof ( "TileTiteTM ") designed for mortar Company, Inc. set roof tile with current PCA applications. N/A PA 123 Prepared mortar mix Quikrete Constructio designed for mortar Products set roof tile with current PCA applications. 5 Raul Rodriguez Product Control No.: 94- 1222.14 Annular ring shank, hot dipped, electro or mechanically galv. roofing nails for use in underlayment attachment. Corrosion resistant circular disc for use in underlayment attachment Corrosion resistant, screw or smooth shank nails. Corrosion resistant, coated, square drive, galvanized, coarse thread wood screws generic generic generic generic generic Hurricane Clip & Clip PA 114 Corrosion resistant Fasteners min. Y2" width Appendix E bronze, aluminum, min. 0.060" thick stainless steel, galvanized steel or Clip Fasteners plastic attachment min. 8d x 11/4" clips for supplemental tile attachment. Clips are installed with corrosion resistant roofing nails compatible with the clip. Product Control No.: 94 1222.14 . Test Product Product Dimensions Specifications Description Manufacturer Roof Tile Mortar N/A PA 123 Prepared mortar mix W.R. Bonsai Co. ( "BONSAL® Roof designed for mortar with current PCA Tile Mortar Mix ") set roof tile applications. Roof Tile Adhesive N/A PA 110 Adhesive designed Polyfoam Products, (Polypro® AH 160) for use in roof tile Inc. applications. with current PCA Valley Flashing Drip Edge generic min. 26 ga. ASTM A 525 Galvanized steel generic min. 16" width valley flashing min. 26 ga. PA 1 1 1 Galvanized steel drip generic min. 2" face flange edge min. 2" deck flange Raul Rodriguez Test Agency Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. Testwell Craig Laboratories & Consultants, Inc. TEST REPORTS Test Identifier 7161 -03 Appendix 111 7161 -03 Appendix 111 94 -084 94 -060A 7161 -03 Appendix 11 Report Dated Aug. 1, 1994 P0631-01 PO402 Project No. 307025 Test #MDC -77 Lab #: EA -22 Tech: G. Suarez 7 Raul Rodriguez Test Name /Report Static Uplift Testing PA 102 Static Uplift Testing PA IO2(A) Static Uplift Testing PA 101 (Mortar Set) Static Uplift Testing PA 101 (Adhesive Set) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Mortar Set) Withdrawal Resistance Testing of smooth vs. screw shank nails Wind Driven Rain PA 100 Physical Properties PA 112 Product Control No.: 94- 1222.14 Date Dec. 1991 Dec. 1991 May 1994 March, 1994 Dec. 1991 Aug. 1994 July 1994 Sept. 1993 Oct. 1994 July 1994 Deck Type: Wood, Non - insulated SYSTEMS Deck Description: New Construction 19 / 32 " or greater plywood or wood plank. SYSTEM A: Counter - Batten Application Slope Range: Product Control No.: 94- 1272.14 2 ":12" to 7 ":12" Note: Counter - Battens, as noted below, are required for slope range 2 ":12" to less than 4 ":12" and are optional for slopes of 4 ":12" to 7 ":12 ". For slopes exceeding 7 ":12 ", refer to System C. Underlayment: Install underlayment system in compliance with Dade County Application Standard PA 118. Vertical Battens: Install vertical battens in compliance with Dade County Application Standard PA 118 Horizontal Battens: Install horizontal battens in compliance with Dade County Application Standard PA 1 18. Roofing Tile: Install tile in compliance with Dade County Application Standard PA 118. (See "Data for Attachment Calculations" included in this Approval.) Comments: I. For re -roof applications,' /,," plywood is an acceptable substrate. 8 Raul Rodriguez SYSTEMS (CONTINUED) Deck Type: Wood, Non - insulated Deck Description: New construction " /, or greater plywood or wood plank. SYSTEM B: Direct Deck Application Product Control No.: 94- 1222.14 Slope Range: 4 ":12" to 7 ":12" Note: System B is only acceptable in this slope range. For slopes Tess than 4 ":12 ", refer to System A. For slopes in excess of 7 ":12 ", refer to System C. Underlayment: Roofing Tile: Comments: Install underlayment system in compliance with Dade County Application Standard PA 118. Install tile in compliance with Dade County Application Standard PA 118. (See "Data for Attachment Calculations" included in this Approval.) 1. For re -roof applications, " /,_" plywood is an acceptable substrate. Raul Rodriguez SYSTEMS (CONTINUED) Deck Type: Wood, Non - insulated Deck Description: New construction ' or greater plywood or wood plank. SYSTEM C: Horizontal Batten Application Product Control No.: 94- 1222.14 Slope Range: 4 ": 12" or greater Note: Horizontal battens, as noted below, are required for slopes in excess of 7 ":12" and are optional for slopes of 4 ":12" to 7":12". For slopes less than 4 ":12 ", refer to System A. Underlayment: Install underlayment system in compliance with Dade County Application Standard PA 119. Horizontal Battens: Install horizontal battens in compliance with Dade County Application Standard PA 119. Roofing Tile: Install tile in compliance with Dade County Application Standard PA 119. (See "Data for Attachment Calculations" included in this Approval.) Comments: 1. For re -roof applications, ' / plywood is an acceptable substrate. Raul Rodriguez SYSTEMS (CONTINUED) Deck Type: Wood, Non - insulated Deck Description: New construction 19 6 2 " or greater plywood or wood plank. SYSTEM D: Mortar or Adhesive Set Application Product Control No.: 94- 1222.14 Slope Range: 2":12" to 7 ":12" Note: System D is only acceptable in this slope range. For slopes in excess of 7 ":12 ", refer to System C. Underlayment: Roofing Tile: Comments: Install underlayment system in compliance with Dade County Application Standard PA 120. (See System Limitation #5.) Install tile in compliance with Dade County Application Standard PA 120. (See "Data for Attachment Calculations" included in this Approval.) 1. For re -roof applications, "/ plywood is an acceptable substrate. 11 Raul Rodriguez SYSTEM LIMITATIONS Product Control No.: 94- 1222,14 . 1. The standard minimum roof pitch for Metro Roof Tile's "Concrete Flat" flat profile tile shall comply with Dade County Application Standards PA 118, PA 119 or PA 120, depending on the method of installation. 2. For nail -on applications, fasteners for mechanical attachment of tiles shall have a head diameter larger than that of the preformed holes in the tile. 3. System installation shall be in compliance with the system specifications outlined in this Product Control Approval. The method of attachment utilized shall provide sufficient attachment resistance expressed as a moment to meet or exceed the required moment of resistance determined in compliance with Dade County Protocol PA 115 or PA 127. The Metro Roof Tile "Concrete Flat" tile profile has been tested for both wind characteristics and static uplift performance, therefore, attachment calculations for installation in compliance with PA 115 or PA 127 shall be done as a 'Moment Based System' 4. For mortar or adhesive set tile applications, a field static uplift test by a Dade County accredited testing agency, in compliance with Dade County Protocol PA 106, shall be performed. 5. For mortar set tile applications, 30/90 hot mopped underlayment applications may be installed perpendicular to the roof pitch unless stated otherwise by the underlayment material manufacturer's published literature. 6 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo for identification in the field. 7. Applications for roofing permits shall include a completed Section 11 of the Uniform Building Permit, a copy of Metro Roof Tile's current specifications and details, a copy of this Product Control Approval and a copy of the Product Control Approval of any Roofing Component used in the proposed tile application. Reference shall be made to appropriate data for the required fire rating. 8. The applicant shall retain the services of a Dade County certified testing laboratory to maintain quality control in compliance with the South Florida Building Code and related protocols. Samples taken shall be in compliance with Dade County Protocol PA 112, Appendix 'A'. 9. Any amendments to these provisions shall be in compliance with Sections 203 and 204 of the South Florida Building Code. Raul Rodriguez Table 3: Attachment Resistance Expressed as a Moment - M (ft-Ibf) for Nail -On Systems Tile Profile Tile Application Approved Nails Approved Screws Approved Field Clip With: Approved Eave Clip With: 1 nail 2 nails 1 screw 2 screws 1 nail 2 nails 1 nail 2 nails Metro Roof Tile Concrete Flat Battens 4.90 7.40 5.40 9.10 24.20 34.80 22.10 32.20 Direct Deck 9.80 18.80 25.30 41.30 24.30 35.50 19.00 31.90 Table 2: Restoring Moments due to Gravity - M (ft-Ibf) Tile Profile 3 ".12" or less 4 ":12" 5 ":12" 6 ":12" 7 ":12" or greater Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Metro Roof Tile Concrete Fiat 6.53 6.97 6.43 6.86 6.29 6.71 6.14 6.54 5.97 N/A Table 4: Attachment Resistance Expressed as a Moment - Rif (ft-Ibf) for Mortar and Adhesive Set Systems Tile Profile Tile Application Attachment Resistance Metro Roof Tile Concrete Flat Mortar Set 39.00 Adhesive Set 118.90 Table 1: Aerodynamic Multipliers - X (ft') Tile X (ft') X (ft') Profile Batten Application Direct Deck Application Metro Roof Tile Concrete Flat 0.27 0.29 DATA FOR ATTACHMENT CALCULATIONS Product Control No.: 94-1222.14 Raul Rodriguez PROFILE DRAWINGS METRO ROOF TILE CEMENT FLAT TILE Raul Rodriguez Product Control No.: 94 -1222. i4 • NOTICE OF ACCEPTANCE: STANDARD CONDITIONS This approval supersedes all previous approvals. 15 METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING [WILDING CODE COMPLIANCE DEPAflTMENT SUITE 1603 METRO-DADE FLAGLER BUILDING 110 WEST FLAGLER STREET MIAMI, FLORIDA 33130.1583 (305) 375-2901 FAX (305) 376 -2800 1 Extensions of Acceptance may be considered after a new application has been filed and the supporting data, test reports no older than ten (10) years, have been re evaluated. All reports of re- testing shall bear the seal, signature and date of an engineer registered in the State of Florida. 2. Any revision or change in the materials, use, or manufacture of the product or process shall automatically be cause for termination, unless prior approval is granted for revisions or change. 3. Any unsatisfactory performance of this product or process or a change in Code provisions shall be grounds for re- evaluation. 4. This acceptance shall not be used as an endorsement of any product for sales or advertising purposes. 5. The Notice of Acceptance number preceded by the words Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 6. Product approval drawings, where required for permit applications, shall be provided to the applicant by the manufacturer or his distributors unless otherwise noted in the Notice of Acceptance. The prints need not be re- sealed by an engineer. 7. Failure to comply with the Standard Conditions shall be cause for termination of the Approval. Raul Rodriguez Product Control Supervisor 12aorise Job Address: 7jV2 ( 7 . 7 .57 APPENDIX 'E' METRO -DADE UNIFORM BUILDING PERMIT SECTION II MORTAR OR ADHESIVE SET TILE SYSTEMS 1. General The information provided in this Section is required to confirm Product Control Approval of the proposed tile system assembly; confirm compliance with the wind load requirements of Chapter 23 of the South Florida Building Code (SFBC); and confirm compliance with Sections 3403.5 and 3404 of the South Florida Building Code. 2. Documentation The following documents are required for submission with the Uniform Building Permit application: ► Two (2) copies of the proposed tile system assembly's and associated roofing component's Product Control Approval(s). ► One (1) copy of the tile system assembly and/or roofing component(s) manufacturer's published application instructions and literature. ► All documents attached herein, filled out and completed in full. 3. Project Information Check one of the following: ❑ New Construction al Re -Roof Nole: Mortar or adhesive set tile systems are not acceptable as recover applications. Contractor: v a -F1N/ A Process No. Mortar or Adhesive Set Tile Systems Page -1 Is the deck solid sheathed? (circle 'yes' or 'no') yes no Deck Type (check one of the following: ❑ Nominal '''A" Plywood (for re -roof only) ❑ Nominal '/," Plywood ❑ Wood Plank f " ❑ Other (fill in) Roof Pitch (fill in): 3 ": 12" Note: Mortar or adhesive set tile systems shall not be installed at a pitch greater than 7'/ : ":12 ". Mortar or adhesive set tile applied at a pitch greater than 5 ":12" and less than or equal to 7 ":12" shall have the first thrcc courses of tilt nailed with not less than one nail per tile. As an alternate, the first three courses of tile may be applied in mortar over a single layer of minimum 12 ga. wire mesh with square openings of not less than ' //" which is mechanically attached to the sheathing with not less than one nail per 2 ft'. Circle 'ves' or 'no' for each of the following: Have you attached two copies of the tile system manufacturer's Product Control Approval for the proposed tile system? no Have you attached a copy of the tile system assembly and/or roofing component(s) manufacturer's published, application instructions and o r literature no Is the proposed underlayment approved for use with this tile system assembly? no Job Address: Contractor: Project Information (continued): If the proposed undcrlayment is self - adhered, have you complied with the venting requirements of Section 2913.3 (b), (c) and (d) of the South Florida Building Code? yes no 4. The Tile System Assembly: Tile Material: ❑ Clay Concrete ❑ Other: Mortar or Adhesive: no Are all related accessories approved for use with this tile system assembly? Are the proposed edge metal attachment fasteners in compliance with the requirements of the South Florida Building Code (minimum 12 ga. annular ri r} shank, corrossion reisistant nails)? no The following information is required to confirm compliance with Subsections 3403.5(a) and (c) and Section 3404 of the South Florida Building Code. Tile: --y- Tile Name: F /top,F/A � C i' / / / � CAIRigel Manufacturer: I /� /7/ / �/(/c- Product Control Approval Number: 744-?' / 7 Check one of the following which apply to the proposed tile securement for use with the proposed tile system assembly: Mortar or Adhesive Set Tile Systems Page - 2 Process No. D Mortar: Manufacturer: Q 0 / ki ' 27: - Mixing Ratio: P x- O Adhesive: Type: Manufacturer: Tile Fasteners (for first three courses if roof pitch exceeds 5 ":12" and is less than or equal to 7":12"): Check one of the following which apply to the proposed tile fasteners (for the first three courses) for use with the proposed tile system assembly: ❑ Minimum 12 ga. galvanized roofing nail: Length: ❑ Other: Type: Length: D N/A Underlayment: Note: All tiles shall be installed in compliance with the provisions set forth in the tile system assembly manufacturer's Product Control Approval and the minimum requirements set forth in Subsections 3403.5(c) and 3404.2 of the South Florida Building Code. Tile fasteners in the first three courses (if applicible) shall be of sufficient length to penetrate the sheathing a minimum of 1" or through the sheathing thickness a minimum of / ", whichever is less. The following information is required to confirm compliance with Section 3403.5(b) of the South Florida Building Code. Job Address: Underlayment (continuedl: Check all of the following which apply to the proposed underlayment for use with the proposed tile system assembly: ASTM #30 asphalt saturated felt with: Manufacturer: HA ❑ ASTM #15 asphalt saturated felt with: Manufacturer: IS1 Mineral Surfaced Roll Roofing with: Manufacturer: 9 ,t; ) Qk; ❑ Other: Type: Manufacturer: Underlayment Fasteners (if applicable?: O 19" overlap O 6" overlap ffi 4" overlap O 19" overlap O 6" overlap O 4" overlap O 19" overlap ❑ / 6" overlap lla' 4" overlap Contractor: Check one of the following which apply to the proposed underlayment attachment: Minimum 12 ga. electro - galvanized roofing nail with minimum 32 ga. x V /," tin cap: Length: Manufacturer: ❑ Other: Type: Length: Manufacturer: Mortar or Adhesive Set Tile Systems Page -3 Spacing (per tile system assembly Product Control Approvall: Field: / 2 " o.c. Laps: 4 " o.c. 5. Related Accessories: Edge Metal (refer to Section 3408.2 of the South Florida Building Code) Process No. Type: ply, I ,e„o A) Dimensions: 3 X,3 Gauge or Thickness: 2- 4 Finish: r /1l26 7, Note: All edge metal shall be nailed on the flange and nailed or clipped at the face in compliance with the provisions set forth in Dade County Protocol PA 111, marked Appendix 'U' in the South Florida Building Code. Adhesives (check one of the following l: ❑ Cold Adhesive: Type: Manufacturer: O Flashing Cement: o m-,1'RAIZ Type: Manufacturer: 4t/9 A R At's4 }4 Job Address: Adhesives (continued): Additional Notes: Note: Application of adhesives shall be in compliance with the Roofing Component Product Control Approval and the minimum requirements set forth in Subsection 3403.5(e)(4)(cc) of the South Florida Building Code. Ventilation System (check one or more of the following): The following information is required to confirm compliance with Subsection 3401.4(e) of the South Florida Building Code. ❑ Ridge: , /� Type Size in ❑ Soffit: Size Note: If underlayment is comprised of a self - adhered membrane, both soffit and ridge ventilation systems are required, unless a base sheet is applied as an anchor sheet below the self - adhered underlayment. Note: The Tile System Assembly shall be installed in strict compliance with the application instructions enumerated in the Product Control Approval. A permit shall be issued for application of the specified Tile System Assembly only. Any change to the specified Tile System Assembly shall require submission of a revised SECTION II with a copy of SECTION I, noting the permit number issued. Contractor: Process No. Mortar or Adhesive Set Tile Systems Page - 4 Job Address: Contractor: Roof Pitch Ridge Venting: Of applicable ) Deck: TWIN i� r �C Thlcb1rss: / / `'� Underlayment: 3 0W A s / I/1 7 Underlayment /,- Fastener: y 12" FILL IN APPLICABLE ROOFING COMPONENTS WIIICII MAKE UP TILE SYSTEM ASSEMBLY. INSERT ANY ADDITIONAL LEADERS INDICATING ADDITIONAL ROOFING COMPONENTS NOT SI (OWN ON THIS PAGE. ( Where Roofing Componcnt not uscd in Tile Systcm Assembly, fill in with "N /A ". ) v za. y Head Lap Dimension: 3 " (minimum 7' unless otherwise specified in the the system ariemblyProductControl Approval) Mortar /Adhesive: OP' Tile Fastener: Al U / 4 ' 9 Edge Metal or Guitar / Fastener: Bird Stop: PA (U applicable) Edge Metal '/ or Gutter: 3 44- Existing or Proposed Soffit Venting: DETAIL #1 Job Site Identification: Mortar or Adhesive Set Tile Systems Page - 5 Process No. Job Address: Ridge Height: Eave Height: Roof Non Height _ feet /eet Peet Insert Building Ridge Height, Eave Height and Roof Mean Height. Also insert applicable information pertaining to the building below. ( See ASCE 7-88 Fact Sheet Attached ) Exposurc Catcgory: Classification Category: At Hurricane Occanlinc?: Y N Basic Wind Speed at Building L 110 mph Building Condition based on % of openings: (See Table 9 of ASCE 7-88) Ground Level Contractor: BUILDING INFORMATION #1 Job Site Identification: Mortar or Adhesive Set Tile Systems Page - 6 Process No. Job Address: Contractor: Sketch Roof Plan, indicating all dimensions, slopes and any roof top equipment. Also insert variable labeled "a" which represents perimeter and corner dimensions per Chapter 23 of the South Florida Building Code. (See ASCE 7 -88 Fact Sheet Attached) BUILDING INFORMATION #2: Roof Plan with Perimeter and Corner Dimensions Job Site Identification: Mortar or Adhesive Set Tile Systems Page - 7 Process No. Job Address: 3 07 A 6 f Xte The undersigned certifies that the Mortar or Adhesive Set Tile System Assembly is in compliance with the plans, specifications, and details submitted by the architect. STATE OF FLORIDA - COUNTY OF DADE Before me this day personally appeared ritk -� �v� j✓ who, being first duly sworn, deposes and says that all information submitted herein is true and correct. Licensed Contractor / Owner Signature Sworn to and subscribed before me thisa' —7 th day of 1 v/1 197. My commission expires: OFFICIAL NOTARY SEAL VINCENT D CARR NOTARY PUBLIC STATE OF COMMISSION NO. COMM MY COMMISSION EXXP.•DEC. 18,19N Notary Public State of Florida Contractor: /-- /evi,at c..0 Process No. Mortar or Adhesive Set Tile Systems Page - 8 PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date Job Address 3 C 7 j(/ 27 • ' / Tax Folio 11 -772-)—° 6 `" Q �� 3' 9 f t Legal Description Historically Designated: Yes No Over/L/ meant J h f- f = `;) 0 ,4 A`_ -• Master Permit # 3 gvi Owner's Address •`S u ' .2, Phone 1 7 •6 '1 C 9 Contracting Co. j.— Address 1 / - F17 / 7 1 A, , _ r°� eil ! q_5 Queer j1 Square Ft. State # Municipal # Architect/Engineer Bonding Company Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION %! a • / °, =•z -e (44 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. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize.the above -named contractor to do the work stated. Signature of owner and/or Condo President Date FEES: PERMIT 6 r av RADON APPROVED: Zoning Merhenical 7 0 SS# , ?';}; Phone � Competency # /, Ins. Co. Address Address Estimated Cost (value) Signature of Contractor or Owner- Builder Date Notary as to Owner and/or Condo President Date Notary as to Contractor or Owner - Builder Date My Commission Expires: My Commission Expires: C.C.F. NOTARY TOTAL DUE // 1 1-11 �J Building s' `►- ` 1 1 1 Electrical Plumbing Engineering PERMIT APPLICATION FOR MIAMI SHORES VILLAGE )ate Job Address 3 GI ,V c / , d-4ea Tax Folio // -, 32 0 C -- 00 -5-17170 regal Description )caner / essEE / Ott 4 7 4-4:7 )wner's Address 30'2 AZ/ 9 4 7 224 ;,ontracting Co. (74 Lf o /''7 C q ualifier 0 M ._�.v )/r. /A) SS4 State # Municipal # Architect /Engineer Bonding Company APPROVED: 1' f- Master Permit # Address Phone Phone 2=r I 1, & Competency # / 3 3 $ Ins.Co. Address Address Mortgagor Address Permit Type(circle one)' BUILDING ELECTRICAL PLUMBING MECHANICAL WORK DESCRIPTION 4- "/ -r' / -- C Square Ft. 00 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 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. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and \ that all work will be done in Compliance with all applicable laws regulating construction and zoning: Furthermore, I authorize the abovei contractor to do the work stated. e\VDA,a, Signature awtaer =and /91. Condo President Date: / - Notary as to Owner and /or Condo President My Coumiissionxpires: (lwwi sO•idtiw edl► t ArtOMMOMOMMOIMMUMB ** * * *11caoN.. ,! * * * * * * FEES: PERMIT RADON C.C.F. 'NOTARY TOTAL DUE Signature of Contractor/or Owner- Builder Date: _ Notary as to Contractor or Owner-Builde? My Commission Elm M DONirernot J � • Fire Other Zoning Building Electrical Mechanical Plumbing_ Engineering ROOFING PAVING FENCE SIGN 4/ /TIT 2 - r Must file if job valuation exceeds $ 2,500.00 in labor and material and must be posted prior to jobs commencin. Must be filed at: 44 West Flagler Street, 8th Floor, Miami, Florida NOTICE OF COMMENCEMENT TAX FOLIO NUMBER: / / 1 Z0 C — 0 / 3 -5 44i0 COUNTY OF DADE PERMIT NUMBER: STATE OF FLORIDA THE UNDERSIGNED hereby gives notice that improvements will be made to certain real properly, and in accordance with Chapter 713, Florida Statutes, the following information in provided in this Notice of Commencement. 1. Legal description of property and street address: 30 7 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: G 4 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond: $ 6. Lender's name and address: !!`NATURE OF OWNER Print Owri6r's w Sworn to rand.subscaied before me on this day of / 2 , 19 9S. Personally Known, or Produced 44_ Oath taken, Oath not taken STATE OF FLORIDA, COURT? 6r D /'; N.112317 Cctm2 Mot 4;Ic to c tr:r -`F ✓ of f:'.o carlyi:raIGilcd i i ` `flco on / _ a �1��/ A.�. 1S Wr?NE• • y ' and and (Maul deal. EAR �4) Circuit end CQUn4yC0ur ?D kBy E9 7. Persons within the state of Florida designed 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, Owner designates the following person(s) to receive a copy of a 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 one (1) year from the date of recording unless a different date is specified) Prepared by: 7'J o < $' C'U , Address: 9724 "v.& 4s c ' Notary Public: Print Notary's Name: (/inie ,',n f✓,O Commis ME ME ®DADE METROPOLITAN DADE COUNTY, FLORIL METRO-DADE FLAGLER BUILDINC, . BUILDING CODE COMPLIANCE DEPARTMENT SUITE 1603 METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI. FLORIDA 33130 -1563 (305) 375-2901 FAX (305) 375-2908 GAF Materials Corporation 1361 Alps Road Wayne, NJ 07470 Your application for Product Approval of GAF Conventional Built -Up Roofing Systems under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and types of Construction, and completely described in the plans, specifications and calculations as submitted by Factory Mutual Research Corporation and Underwriters Laboratories, Inc. has been recommended for acceptance by the Building Code Compliance Department to be used in Dade County, Florida under the specific and standard conditions set forth herein. The approval shall bc valid for a period of three years. The Building Code Compliance Departnent reserves the right to secure a product or material at any time for a jobsite or manufacturer plant for quality control testing. If product or material fail to perform in the approved manner, the Code Compliance Department may revoke, modify or suspend the use of such product or material immediately. 11►c Building Codc Compliance Department reserves the right to require testing of this product or material should any amendments to the South Florida Building Code bc enacted affecting this product or material. The expense of such testing will be incurred by the Manufacturer. PRODUCT NO. : ACCEPTANCE NO.: 94- 1014.01, EXPIRES: APPROVED I'ROn CONTROL NOTICE OF ACCEPTANCE NOV 1 01997 NOV 1 0 1994 g•-•••:1 s%• % , I..0 G ibiamond, P.E. Product Control Division Supervisor • - PLEASE NOTE - THIS IS THE COVERSIIEET. SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS. BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Conpnittee to be used in Dade County, Florida undcr the conditions set forth above. Charles Danger, P.E., Dirccto Building Codc Compliance Department Metropolitan Dade County Applicant: GAF Materials Corporation 1361 Alps Road Wayne, NJ 07470 Category: Membrane Roofing System Sub - Category: Built -Up Roofing Type: Conventional -S -Type: Fiberglass Product Control Notice of Acceptance Roofing System Approval Product Control No.: 94- 1014.01 Approval Date: NOV 1 0 19 9 4 Expiration Date: 6 iJV I i g i.,l.i GAF Materials Corporation, a manufacturer of commercial roofing products for more than 100 years, produces a wide range of roof products for built -up and modified bitumen roofing systems. In addition GAF offers two ply modified systems to meet the demands for multi -ply SBS modified specifications. GAF provides warranted systems over various insulated and non - insulated substrates, copies of which can be obtained from GAF and can be found in the "GAFGLAS Built -Up Roofing Application and Specifications" manual published annually. The GAF Roof System Assemblies have been extensively tested at Factory Mutual Research Corporation and Underwriters Laboratories and have been tested in compliance with all requirements of the South Florida Building Code. Specific classifications for assemblies are listed in the current U.L. Roofing Material Directory and the current Factory Mutual Approval Guide. GAF Materials Corporation products are distributed through a wide network of roofing wholesale distributors throughout the South Florida area. For more information on specific roof system constructions, contact the Technical Service Office, located in Wayne, New Jersey, at 1- 800 -ROOF -411. William J. Woodring Director of Technical Services 1361 Alps Road Wayne NJ 07470 (201) 628 -3000 n Gil m 1iaonct, 1 P 3. Product GAF Asphalt/Concrete Primer GAF Fibered Aluminum Coating GAF Gaflite Roof Insulation Fasteners GAF Jetblak All- Weather Packing: I and 5 Plastic Cement gallon pails. GAF Jetblak Flashtitc® Cement GAF Mineral Shield® Granules GAF Plastic Cement GAF Weather Coat® Emulsion GAFGLAS Ply 4® GAFGLAS Ply 6® Trade Names of Products Manufactured or Labeled by Applicant Dimensions Packing: 5 gallon pails, 53 gallon -- drums. Packing: 1 and 5 gallon pails Packing: 1 and 5 ASTM 4586 gallon pails, 53 gallon drums. Packing: 60 Ib. bags. Packing: 1 and 5 gallon pails, 53 gallon drums. Packing: 5 gallon pails. 3' x 180'; Roll weight: 44 lbs.. 3' x 180' Roll Test Specifications ASTM p 41 ASTM D 2824 PA 114 ASTM D 3409 ASTM D 1863 ASTM d 1227 ASTM D 2178 . Type IV •' • %% ' ii' a e'� Gil Diamond, P.E. Product Control No.: 94- 1014.01 Product Description GAF Asphalt/Concrete Primer used to promote adhesion of asphalt to dissimilar surfaces in built -up roofing. A cut back asphalt based protective coating containing leafing type aluminum pigment and inorganic fibers. Insulation fastener system. Available in a variety of lengths and styles. All- Weather Plastic Cement used to install flashing and may be applied on wet surfaces. Coverage: 1 gallon/14 ft.'. GAF JetblakTM All - Weather Plastic Cement shall be used for flashing applications only. A trowel grade cut back bitumen flashing -grade cement mixture, containing inorganic fibers and mineral stabilizers. Granules for surfacing of exposed asphalt, cold process or emulsion. GAF Mineral Shield® Granules shall be used for flashing applications only. ASTM D 4586 A trowel grade cut back bitumen standard -grade cement mixture, containing inorganic fibers and mineral stabilizers. Clay based emulsified asphalt coating with inorganic fibers. Type 1V asphalt impregnated glass felt for use in conventional and modified bitumen built -up roofing. ASTM D 2178 Type VI asphalt impregnated heavy duty GAFGLAS Stratavent® for nailable decks Weight: 52 Ibs GAFGLAS® #75 Base 3' x 108'; Roll Sheet weight: 75 Ibs.. Dimensions: 3' x ASTM D 4897 36'; Roll weight: 69 lbs.. Product Control No.: 94- 1014.01 Type VI glass felt for use in conventional and modified bitumen built -up roofing. ASTM D 4601 2 Gil Diamond, PF Heavy duty fiber glass base sheet impregnated and coated on both sides with asphalt with or without fine mineral stabilizer. Surfaced on the bottom side with coarse mineral granules embedded in asphaltic coating. • /7 GAFGLAS® Mineral Surfaced Cap Sheet GAFTEMP GAFTITE® Base Sheet Fastener Gafglas® Flashing Gafglas® Stratavent® Perforated Ruberoid® 20 Ruberoid® 20 FR Ruberoid® Mop Granule Vent Stacks (metal and plastic) 3' x 108'; Roll weight 76 lbs.. various I' x 72', I' /i x 72', 3' x 72'; Roll weight: 25 lbs., 38 lbs., 76 lbs.. 36' x 3'; Roll weight: ASTM D 4897 60 Ibs . 39.4" x 33.4'; Roll weight: 90 Ibs. 39.4" x 33.4'; Roll weight: 90 Ibs. 39.4" x 30.5'; Roll weight: 103 lbs.; Roll size: 100 R. ASTM D 228 PA 114 PA 114 Proprietary ASTM D 5147 ASTM D 5147 ASTM D 5147 PA 100(A); UBC No. 52 -2; ASTM D 1929 (Plas.) & 635 (Metal) 3 Gil Diamond, P.E. Product Control No.: 94 1014.01 An asphalt impregnated and coated glass fiber base sheet for use in conventional and modified bitumen built -up roofing. Asphalt impregnated and coated felt surfaced with mineral granules used as the top ply in conventional built -up roof membranes. Polyisocyanurate foam insulation. Bascsheet fastener for built -up roof systems. Asphalt coated glass fiber mat flashing sheet available in three sizes. Heavy duty perforated fiber glass base sheet impregnated and coatcd on both sides with asphalt, with or without fine mineral stabilizer. Surfaced on the bottom side with coarse mineral granules embedded in asphaltic coating. Asphalt modified bitumen membrane, polyester reinforced for use in conventional built -up roofing. Asphalt modified bitumen membrane, polyester reinforced and treated for fire resistance, for use in conventional built -up roofing. A heavy duty, resilient, asphalt modified bitumen membrane, polyester reinforced. Used in flashing applications for conventional built -up roofing One way valve vent used to relieve built -up pressure within the roof system. GAF Vent Stacks are available in metal or plastic. • Product Trade Names of Products Manufactured by Others Dimensions Test Specifications Product Description Product Control No.: 94- 1014.01 Manufacturer Pyrox various PA 110 Polyisocyanurate foam Apache Products Co. insulation AC Foam II various PA110 Polyisocyanurate foam Atlas Energy Products roof insulation AC Foam -I various PA 110 Polyisocyanurate foam Atlas Energy Products insulation. Roofgrip Fastener PA 114 Insulation fastening Buildex assembly Hy -Therm AP various PA 110 Polyisocyanurate foam Celotex insulation Hy -Therm Nail -Line various PA 110 Polyisocyanurate foam Celotex insulation . Hy -Therm / Pyrox / Various PA 110 Polyisocyanurate foam Celotex Corporation White Line insulation Anchorbond Fastener PA 114 Insulation fastening Construction Fasteners assembly DekFast Fastener PA 114 ES -30, ES-45, ES -60, PA 114 ES -900 Fasteners Nail -Tite Type R Fastener Base Ply fastening system (lightweight concrete decks only) 4 _. Gil DiamL, P.E. Insulation fastening Construction Fasteners assembly ES Products, Inc. PA 114 Insulation/base sheet ES Products, Inc. fastening assembly. ISO 95 + Composite Various AL MB Aluminum Roof Coating Gripdek Fastener Hexcel Fastener Hextra Fastener Tapcon ISO 95+ UltraGard .E'NRG'Y II ISORoc Con -Tite Fastener Olympic Fastener CR- I.2 Base Sheet Fastener various PA 110 PA 114 PA 114 PA 114 PA 114 PA 114 PA 110 Various PA 110 Various PA 110 various PA 110 PA 114 PA 114 PA 114 5 Galvanized steel Base Ply Fastener (Lightweight Insulating Concrete only) Polyisocyanurate / Pcrlite Roof Insulation Roof Coating Insulation fastening assembly Insulation fastening assembly Insulation fastening assembly Insulation fastening system Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanuratc foam roof insulation Polyisocyanurate foam insulation. Insulation fastening systcm . Insulation fastening assembly CR -10 coated galvanized steel fastener. ' Product Control No.: 94 1014.01 Gil Diamond, P.E. Firestone Building Products Company Grundy Industries ITW Buildex ITW Buildex ITW Buildex ITW/Buildex International Pcrmalite Manville Roofing Systems NRG Barriers, Inc. NRG Barriers, Inc. Olympic Fasteners Olympic Fasteners Olympic Manufacturing Group, Inc. CR -Base Sheet Fastener CR -Base Sheet Plate G1asFast Fastener Glasfast Striker Fastener Paroc Multi -Max Insulfixx Fastener Plate Fixx Fastener Rawl Drive Rawl Spike Fastener Rawlite Fastener T -Fast Tru -Fast Fastener ASTM D 312 roofing asphalt r" various various PA 114 ASTM A 525 PA 114 PA 114 PA 110 PA 110 PA 114 PA 114 PA 114 PA 114 PA 114 PA 114 PA 114 ASTM D 312 6 CR -10 coated galvanized steel fastener. 2.75" galvalume steel stress plate Insulation fastening assembly Insulation fastening system Non woven fiberglass mat insulation. Polyisocyanurate foam insulation. Insulation fastening assembly Insulation fastening assembly • Insulation fastening systcm Insulation fastening assembly Insulation fastening system Steel/Wood fastening assembly Insulation fastening assembly ASTM D roofing asphalt. Gil Diamond; P.E. Product Control No.: 94- 1014.0 Olympic Manufacturing Gro• Inc. Olympic Manufacturing Group, Inc. Owens - Corning Owens - Corning Partek, Inc. RMAX SFS /Stadler SFS /Stadler The Rawlplug Company, Inc. The Rawlplug Company, Inc. The Rawlplug Company, Inc. Trinity Engineering, Inc. Tru -Fast generic ASTM D 41 Primer ASTM D 41 Asphalt Primer generic Fiberglas PA 110 Fiber glass roof insulation generic Gypsum Sheathing . Various PA 110 Gypsum Sheathing used in generic specific Roof Insulation Assemblies High Density Wood various PA 110 Wood fiberboard generic Fiberboard insulation. Nails ASTM A 641 Min. #12 corrosion generic resistant annular ring shank nails, FF- N- 105 -B, Type 2 Perlite PA 110 Perlite insulation board generic - Red Rosin Rosin paper for barrier generic layer on wood decks Tin Caps 1 5/8" - 2" Min. .010" (32 ga.) x 1" generic corrosion resistant disc 7 Product Control No.: 94- 1014.01 el Gil DDmond, P.E. Test Agency Test Identifier Factory Mutual Research FMRC 1994 Factory Mutual Research Corporation Underwriters Laboratories, Inc. Test Reports Test Name/Report Date Current Insulation Fastening Requirements FMRC Approval Guide 1993 J.I. # OT4AI.AM Uplift Approval 08/26/92 IV8A4.AM Uplift Approval 06/28/93 J.I. # 1R1A6.AM Uplift Approval 11/15/91 J.I. # 0T2Q4.AM Uplift Approval 10/17/91 J.1. # 0Q6A6.AM Uplift Approval 07/16/91 FMRC Current Insulation 01/01/94 Fastening Requirements FMRC Approval Guide 1994 J.I. 3X3A2.AM Wind Uplift 08/02/94 J.I. 0Y9Q5.AM Wind Uplift 07/29/94 R1306, 87NK11819 Class A Fire Classification 01/01/93 Product Control No.: 94 1014.01 01/01/94 • 8 Gil Diamond __ __.... • Insulation Types: Material Basalt Wool Perlite Polyisocyanurate Composite Board Wood Fiberboard High Density Wood Fiberboard Rockwool Maximum Design Pressure Design Pressure Wood -60 psf Steel -45 psf Concrete -90 psf Lightweight Concrete -45 psf Cementitious Wood Fiber -45 psf Poured Gypsum Concrete -45 psf Maximum Fire Classification Material Classification Wood Class 'A' Steel Class 'A' Concrete Class 'A' Lightweight Concrete Class 'A' Cementitious Wood Fiber Class 'A' Poured Gypsum Concrete Class 'A' Note: Fire classifications and maximum design pressures do not reference all assemblies over all deck types. Review system listings for design pressures and the Underwriters Laboratories Roofing Materials Directory for Fire Classifications Product Control No.: 94 1014.01 approved asphalt. All General and System Limitations shall apply. Insulation Layer Minimum: 1" x 2' x 4' N/A Approved Type(s): Paroc Minimum: ' /." x 4' x 4' N/A Anchor sheet: Fastener Type SYSTEMS Deck Type 1I: Wood, Insulated, New Construction Dcck Description: 19 / 32 " or greater plywood or wood plank System Type A: Anchor sheet mechanically fastened, all layers of insulation Fastening Fasteners Detail No, Per Board One or more layers of any of the following insulations. Approved Type(s): ACFoam -I, E'NRG'Y 2, GAFTEMP® ISOTIierm R, E'NRG'Y 2 Plus Minimum: 1" x 3' x 4' N/A N/A N/A Approved Type(s): ISORoc, GAFTEMP® Tapered Minimum: 1" x 4' x 4' N/A N/A N/A Approved Type(s): Multi -Max Minimum: 1" x 4' x 8' N/A N/A N/A Approved Type(s): High Density Wood Fiber, GAFTEMP® High Minimum: 'A" x 4' x 4' N/A N/A Approved Type(s): Wood Fiber, GAFTEMP® Fiberboard N/A N/A Density Wood Fiber N/A Approved Type(s): Perlitc, GAFTEMP® Permalitc Minimum: '/." x 2' x 4' N/A N/A Approved Type(s): Fiberglas Minimum: "/ x 4' x 4' N/A N/A N/A Product Control No.: 94- 1014.01 N/A N/A N/A Note: All insulation shall be adhered to the anchor sheet in full rnoppings of hot application rate of 25 lbs. /sq. ± 15 %. Please refer to Dade County Protocol 1'a 117 attachment requirements. GAFGLAS® Ply 4 ®, Ply 6 ®, 1175 Base Sheet, STRATAVENT® nailable decks or RUBEROID® 20 base sheet applied:to the deck Gil Diamond, P.E. 10 adhered with Fastener Density N/A N/A N/A N/A N/A N/A N/A N/A asphalt at an for insulation (Vent Ply) for with apprtved Deck Type 1: Wood, Non - insulated Deck Description: "4 or greater plywood or wood plank decks System Type A(2): Base sheet mechanically fastened. All General and System Limitations shall apply. Base Sheet: Ply Sheet: Cap Sheet: Surfacing: Maximum Slope: Specification No.: GAFGLAS® #75, GAFGLAS® PLY 4 ®, GAFGLAS® PLY 6 ®, GAFGLAS® STRATAVENT® or RUBEROID® 20 applied to the deck with approved annular ring shank nails and minimum 1 5 / 8 " tin caps at a fastener spacing of 9" o.c. at the lap, 12" o.c. in two rows staggered along the center line of the of the sheet in the field. Product Control No.: 94- 1014.01 Two or three plies of GAFGLAS® PLY 4® or GAFGLAS® PLY 6® ply sheet adhered in a full mopping of approved asphalt at an application rate of 25 lbs. /sq. ± 15 %. (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt at an application rate of 25 lbs. /sq. ± 15 %. (Required if no cap sheet is used) Install one of the following: Maximum Design Pressure: -55 psf. Maximum Fire Classification: 'A'. See General Limitation #2. I. Grundy AL MB aluminum Roof Coating with an application rate of 1.5 gal. /sq.; or GAF WEATHER COAT® Emulsion with an application rate of 3 gal. /sq.; or GAF Fibered Aluminum Coating 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 ":12 "; See General Limitation #3. Gil Diamond, P.E. 21 /7 Gil Diamond, P.C. 22 Product Control No.: 94- 1014.01 Wood Deck System Limitations: 1. A red rosin sheet shall be installed on all wood plank decks to eliminate asphalt seepage and bonding of base sheet to plank and deck. Red rosin sheet may also be installed on plywood decks as an option. 2. A slip sheet is required with PLY 4® and PLY 6® when used as a mechanically fastened base or anchor sheet. 3. Pre - assembled cap nails may only be used for termination of fully bonded surfaces such as mechanical termination at wood blocking, head and side laps, and base flashing terminations. Cap nails shall not be used for the mechanical attachment of a base sheet.' Tin caps are required by the South Florida Building Code. Pre - assembled 'Cap Nail' shall not be used for base sheet attachment I g Job Address: 3 72 Contractor' y4e /i r6 Process No. APPENDIX 'E' GENERAL: Type of Roof System Assembly to be Applied: Manufacturer of Roof System Assembly: Product Control Approval Number: System Number from Product Control Approval: (Attach a copy of the Roof System Assembly Product Control Approval and the Manufacturer's System Guide Specification. ) 12ao1.166 9/94 ( Note: If a minimum roof system is to be applied, describe all components within the system and list the manufacturer of each component. DO NOT complete this section if system is Product Control Approved. ) Base Sheet: Fasteners: METRO -DADE UNIFORM BUILDING PERMIT SECTION II BUILT -UP APPLICATIONS AND MODIFIED BITUMEN SYSTEMS Ply Sheet(s): i gAr : /Oq/ .D/ Cap Sheet: Asphalt: ( Note: No insulation system is acceptable under the minimum roof category. ) Complete the following for all Roof System Assemblies: Built -Up Applications and Modified Bitumen Systems Page -1 Job Address: Contractor Process No. ( Check one of the following ) Recover Re -roof: New Construction If a recover, is the existing Roof System Assembly to be used as a bonding substrate ?: If YES, has an ASTM E907 test been carried out to confirm adhesion of the existing membrane to ��,,, the substrate ?: tv Y N (If 'yes', attach ASTM E907 test report. ) Proposed Fastener: AfA (Attach withdrawal resistance test report. ) Has the deck been examined for moisture ?: —4A2- _ Y N (Provide data confirming compliance with Section 3401.9(c) . ) THE SYSTEM: All Roof System Assemblies in the Product Approval have a variety of options. Briefly describe the Roofing Components to be used in the Roof System Assembly and attach a copy of the manufacturer's published specification: Deck: (Briefly describe ) Insulation: ( Type, size and method of attachment, if applicable ) Base Sheet or Ply: ( Type and method of attachment ) Y C Ply Sheet(s): ( Type and method of attachment ) Built -Up Applications and Modified Bitumen Systems Page -2 N 1 I Job Address: Contractor Process No. Top Ply: ( Type and method of attachment ) Surfacing: (Type, if applicable ) Flashing Materials: ( Type and method of attachment ) ,4 t o r 4. 3 , S A(/ AIA ,�.2 /)/< o1 2 i Tgo,A)pp bV)e- % 4 1- 1 Built -Up Applications and Modified Bitumen Systems Page -3 Job Address: Contractor Built -Up Applications and Modified Bitumen Systems Pagc -4 Process No. T I _ inches T inches T inches FILL IN APPLICABLE ROOFING COMPONENTS WHICH MAKE UP ROOF SYSTEM ASSEMBLY AND THICKNESS OF DECK AND INSULATION LAYER(S). (Where Roofing Component not used in Roof System Assembly, fill in with "N /A ".) Ply Sheet(s): E - Top Ply: Bonding Material: Base Sheet: p(--; L. Bonding Material: (if base sheer bonded ) V Surfacng: Surfacing: (breplydescribe, su applicable fc ) Bonding Material: F l� b ,L �a/y✓z (ifbasr sheet ech ua e ) d Fastener: (if top insulation layer meth. attached) Top Insulation Layer: (i (applicable ) Bonding Material: (if top insulation layer bonded) Fastener: (if insulation mech. attached) Insulation: Bonding Material: (Ovulation bonded ) / - Vapor Retarder. ( (I applicable ) Primer. (i/appccable) DECK: Type: f Gage or Thickness: ,l Density, if concrete deck: Job Address: Contractor PERIMETER DETAIL #1: Parapet Wall Detail Process No. Coping Cap Gage: Fastener Spacing: _ o.c. Clip Type: Clip Gage: Deck Type: Sketch Roofing Components which make up Roof System Assembly at Perimeter Parapet Walls. Insert leaders indicating Roofing Component names, dimensions, thicknesses, etc. Include fastener type and spacing used for wood - blocking attachment. Deck Type: Sketch Roofing Components which make up Roof System Assembly at Perimeter Areas to be Flashed. Insert leaders indicating Roofing Component names, dimensions, thicknesses, etc Include fastener type and spacing used for wood - blocking attachment PERIMETER DETAIL #2: Flashing Detail Built -Up Applications and Modified Bitumen Systems Page -5 Job Address: Contractor PERIMETER DETAIL #3: Gravel Stop or Drip Edge PERIMETER DETAIL. #4: Gutter Detail Built -Up Applications and Modified Bitumen Systems Page -6 Process No. Sketch Roofing Components which make up Roof System Assembly at Perimeter Edge with Gravel Stop or Drip Edge. Insert leaders indicating Roofing Components names, dimensions, thicknesses, etc. Include fastener type and spacing used for wood - blocking attachment. Gage: J F4ge Fastener ,( / Spacing: / 1A, o.c. Clip Type: Clip Gage: u �1 r L 1�1 Deck Type: Sketch Roofing Components which make up Roof System Assembly at Perimeter Edge with Gutters. Insert leaders indicating Roofing Component names, dimensions, thicknesses, etc. Include fastener type and spacing used for wood - blocking attachment. Gutter Typ3t /A Gutter Gage: Fastener Spacing: Deck Type: • Job Address: Contractor PERIMETER DETAIL 115: 'Other' Detail Sketch Roofing Components which make up Roof System Assembly at any 'other' Perimeter Condition which may eicisit. Insert leaders indicating Roofing Component names, dimensions, thickesses, etc. Include fastener type and spacing used for wood - blocking attachment Sketch Roofing Components which make up Roof System Assembly at any 'other' Perimeter Condition which may exisit. Insert leaders indicating Roofing Component names, dimensions, thickesses, etc. Include fastener type and spacing used for wood - blocking attachment. PERIMETER DETAIL #6: 'Other' Detail Built -Up Applications and Modified Bitumen Systems Page -7 Process No. s Job Address: Contractor Process No. Insert Building and Parapet Heights. (If no Parapet exists, insert "N /A ") Also insert applicable information pertaining feet to the building below. (See ASCE 7 -88 Fact Sheet Attached ) Exposure Category: Classification Category: At Hurricane Oceanline ?: Y N Basic Wind Speed at Building Location: 110 mph Building Condition based on % of Openings: / J feet GROUND LEVEL BUILDING INFORMATION #1 Built -Up Applications and Modified Bitumen Systems Page -8 Job Address: Sketch Roof Plan indicating all dimensions, any slopes, roof drains, crickets, or roof top equipment. Also insert variable labeled "a" which indicates perimeter and corner dimensions per Chapter 23 of the South Florida Building Code. (See ASCE 7 -88 Fact Sheet Attached ) Contractor BUILDING INFORMATION #2: Roof Plan with Perimeter and Corner Dimensions Built -Up Applications and Modified Bitumen Systems Page -9 ■ Process No. Job Address: Contractor Process No. Roof System Assembly Product Control Approved: Y If NO, note any deficiencies: Notes: Design Pressure Requirements: Field: psf Perimeter Areas: psf Corner Areas: psf Note any limitations: Reviewed Details ?: — FOR PLAN EXAMINER USE ONLY -- Built -Up Applications and Modified Bitumen Systems Page -10 Y N Ii • Job Address: Contractor Process No. Reviewed Field Test Data ?: Y N Notes: Additional Notes: Built -Up Applications and Modified Bitumen Systems Page -11 Plan Examiner PERMIT APPLICATION FOR MUNICIPALITIES OF DADE COUNTY (OWNER TO RETAIN COPY) Date a/ 02 Job Address .3 N E PI/ Tax Folio! // 3211( O /3 .', lgo Legal Description Aoy l %- /f hl04 .449 Master Permit # Owner / Lessee / Tenant 'WC A7,Lo10Es Owner's Address 17 , 14 Contracting C466 NQ Address 7357 /IJAt/ it/(09--e7 Qual if ierj/RrlffS , Obewavv SS# Phone 757 -a6; /2- State # ed e 3 o(G Competency# • • 444.3 Ins. Co. Architect /Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL PAVING FENCE SI( • WORK DESCRIPTION /ee®/ipL ,€ p (e • /�' ybit)q, o0N� Square Ft. WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE Z DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YC INTLND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT). . } . Application is hereby made to obtain a a :L ;: E.o ric work and installation as indicated above, ar on no attached addendum (if applicable). I certify that all work will be performed to meet ti staniards of all laws regulating construction in this jurisdiction. I understand that separat permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING, and MECHANICAL work. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all woz will be done in compliance with all app! 1 able laws regulating construction and zoning Furtiermore, I authoriiii the above cGutracLOr to do the work stated. Signature •f 0 er and /or Date: Nota_y as to Own r and /or C "nc :o President My k y Comm' * Commission Expires: p State Florida * fy Iffy Expires Feb. 18, 1993 •. PERMIT FEE: APPROVED: Fire Condo President Estimated Cost cop " No ary'as to:ContraCtor or eMy Commission Expirs: ak * * . Other Phone 7,0/ .• .3 Owner- Builder Or er- Builder Po jc State of *odds) mission Expires Feb. 18, 199. Zoning uilding 2 /Electrical Mechanical Plu4nbing' Engineering Contracting• Co. Obenour Roofing • • Architect /Engineer WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE Z DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YC INT:ND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE' OF COMMENCEMENT). Application is hereby made to obtain a � :vi o c o work and installation as indicated above, ar on tae attached addendum (if applicable). I certify that all work will be performed to meet ti staniards of all laws regulating construction in this jurisdiction. I understand that separat permits'are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING, and MECHANICAL work. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all wo: will be done in compliance with all aprlfrable laws regulating construction and zoning Furt iermore, I suthori �c; the above -names c:outr :cLor to d• the work stated. Signatur Date: Qualifier James D .Obenour SSi Stated CC0014306 Competen X06454 f Owner and /o 11/19/911 PERMIT APPLICATION FOR MUNICIPALITIES OF DADF COUNTY (OWNER TO'RETAIN COPY) • Job Address 307 N . E .' 99th St. Tax Folio 11 / DescriptionLot 1 Block 40 Scc 1A ''� Master Permit # f�Qs/9 Owner / Lessee / Tenant Marguerite E. Voorhees 307. N.E. 99th St.. Miami' Shores, FL • 3.3" gne Date 1 1 / 19/91 Owner's Address Bonding Company N/ .Address Address Mortgagor .Permit Type.(circle one): BUILDING ELECTRICAL' PLUMBING MECHANICAL PAVING FENCE SI( WORK DESCRIPTION Square Ft. • 2 No a_y as to Owner and /m My Commission Expire�y}� Co, missive * .* �c PERMIT FEE: new built up gravel roofing'. APPROVED: Zoning N/A Address N/A and o President i? SDe Expires E.18, ""`` * Fire Building Mechanical Plumbing Address 7357 N.W. Miami Ct. Miami, FL 33150 Estimated Cost 1,900.00 Phone 757 -2612 FRSA SIF Ins. Co.Capital Assurance REroof flat area only west side of residence and install OW ignatureq of Contractor • Owner- Builder Date: / 11/ // . Notary as to:Contr 7.11''o_4 My Commission ?fission Expires Feb. 18, r' * * *. * Other Electrical Engineering * Application is hereby monde for the approval of the detailed statement tit Isle plans and specifications herewith submitted for the build ins 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. J / am Date..° 2 11- 4 � . ,19 Owner's Name and Address ...... {� at9 /l -1 r ....... _ ». No... ». _. Street &; 7 G.. 7 Registered Architect and /or Engineer Name and address of licensed contactor Location and legal description of lot to be built on: Lot Block Subdivision —. Street and Number where work is to be done State work to be done and purpose of building (by /-2 0 .2.— / S - , 22.00's sa Distance .to next nearest building Disapproved (Signed) Building Inspector Cieair:rlan Member Member .. Council Approved Date MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT MO /9f ° DL.NAG.....0 _» ay _v5. floors) . -.l`d` 4 " , C 2 60 Da e (Signed) To be constructed of Kind of foundation •e5f:7 Estimated Total cost of improvements $ Zone cubage required S•!l. 1........ •!tltflHt }„t•••Stt ll,Sl Gttt!t, r ,egVG New Building Remodeling Addition Repairs No. of Stories Roof Covering. .PAT Amount of of Permit $.. Plan Cubage Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and s ccifications for said building. All notices with reference to the building and its construction may be sent to ' /J!tifl'V2 e — — A's 3 / 3 A+fi/00M/ ./90 MGl/yn 6 3 33 The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, anti has complied with the provisions thereof, and will require similar compliance From all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection • e of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontr ; . _ •grk to be performed under this permit, as are licensed by Miami Shores Village. Remarks .— ��((M1 Permit No.._ !. 1_1 Date l © /X4f Read, Sworn to and Subscribed before me. PLANNING BOARD DATE 2_1 2_ and for no other purpose. c_ cv:76P STATE OF FLORIDA, COUNTY OF DADE. j ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared .......... __..... _...__ to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the. - of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein b y hi m stated u true.. Notary Public, State of Florida My Commission Expires _. ». »» ......... ». _. _ Mcmbcr _ Membcr Member _.. Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has heen obtained from the Plannir.. Board. A rc•in.pe•ction fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials anti /or workmanship. Disapproved (Signed) . - .. Chairman Member Member Council Approved Date NOTE: A charge of $1.00 will be made for the Planning Board. A re- inspection fee of $1.00 will be charged materials and /or workmanship. 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 , 19 Owner's Name and Address.. Douglas.. Yo.or_hees No..307 N. E. 99t St. Registered Architect and /or Engineer Name and address of licensed contractor Brady Roofing & Sheet Metal - 2935 N. W. 73rd St. Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done 307 N. E. 9 St. State work to be done and purpose of building (by floors) Rer.A4ftrlg 30 - 90 - Tile and for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation Roof Covering Estimated Total cost of improvements $,. 1000...00 Amount of Permit $ -. 5 . 00 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 empl r of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled Genera Laws of Florida, Permanent Siq»Ic • t and has complied with the provisions thereof, and will require similar compliance from all contr.ctors or . .ntractors employed b. m in the work to be performed under this permit; and will post or cause to be posted for i specti.y on the : of the work sucl . ice or notices as are required by the Act. The undersigned agrees to employ only such s ontrac[r , on . k to be p for . ir.1 permit, as axe licensed by Miami Shores Village. / . / Remarks (Signe � -- S■ d . -. V / STATE OF FLORIDA, COUNTY OF DADE. J ss Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take a» 'owledgments, personally ap- peared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are tru Permit No 44'z.' Date. -- -1 1 Read, Sworn to and Subscribed before me. Notary Public, State of Florida My Commission Expires PLANNING BOARD DATE Member Member Member Disapproved Date making corrections or changes to this application after approval has been obtained from when such re- inspection is made necessary by improper notice for inspection or faulty Registered Architect and /or Engineer STATE OF FLORIDA, COUNTY OF DADE. Disapproved �+ (Signed) i2) ss. Building InspgEtor MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT. APPLICATION FOR BUILDING PERMIT Application is hereby mode 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. 8 -18 -76 Date ..._..._......._....... _..__r._..._._....._._.�.._.... ,19.._._ Owner's Dame and Address D. R. Voorhees NO307 ...._.. Street IV . E. 99th St. Name and address of licensed contractor Biscayne Roofing Co. 5180 E.1lthA ve. Location and legal description of lot to be built on: Lot Block Subdivision .. ....__ .._.._....._._.........._ Street and Number where work is to be done 307 N.E. 99th Street State work to be done and purpose of building (by floors) _ Remove flat the roof only. Replace with 1 -30 # felt tin capped and mop 1 -15# and 1 -90# slate and lay white shingle tile. __..._ ._. and for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation Roof Covering white shingle tile Estimated Total cost of improvements $ 2, 000.00 Amount of Permit $. 1 5 sqs . Zone cubage required _Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida. Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this pennit, as are licensed by Miami Shores Village. Re:narks (Signed). Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared 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 sr e,true. " 2 — r � ` Permit No._____ Date ..... Read, Sworn to and Subscribed before me. 'PLANNING BOARD __._._....DATE Chairman Member Jfcrnber Member Member ...... _..__._..._._..__.__._.._ Member r _- --- --- 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 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. to me well known, Notary Public, State of Florida My Commission Expires /3// 4- 13/ 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 budding during progress of the work. Owners Name and Address ..... :.... V.CFlt) M W S ......: Registered Architect and /or Engineer +1 `R• U Name and address of licensed contractor " 9 1 7 � „!9 ... nieVkaz CAN , Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done. - c.. c t r 1. L+ State work to be done and purpose of building (by floors). .. tip= �.��..•... • . -. .. _. and for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation Roof Covering Estimated Total cost of improvements $.. .o Z• Amount of Permit Zone cubage required plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as arc required by the Act. The undersigned agrees to employ only such subcontractors, on work to be . rformed under this pennit, as are licensed by Miami Shores Village. Remarks (Signed) 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 /r / s 7 . 6 �- �J U. J3ox /33 MIAMI SHORES VILLAGE '�sc� ANNf'< / t r L A APPLICATION FOR BUILDING PERMIT 33/s7 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. ma Permit No. -_ /� l o Date /C: ''- Rea • , Sworn to and Subscribed before me. Disapproved ._..._... Date._ ( Signed ) Buildin ns� r y Commission Expires w BUILDING INSPECTION DEPARTMENT. Chairman Member Member ...... — _..._.�......_...... No.aQ — I....__. street_... -.— PLANN C BOARD DATE Member Member Member Date..._ c - `_»_.Z . _..._._._........ ,1 3 t,:,.. ,,, n,t, .. Notary Public, State of Florida to me well known, 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 A re- inspection fee of 31.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship.