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1041 NE 96 St (10)Date Legal Description t)wner / Tenant Owner's Address Contracting Co. Qua:sf er A _:iitect/Engineer Bonding Company Mortgagor - Address Permit Type (circle one): BU t..: G ELEC ' ' CA P UMBIN WORK DESCRIPTION Square Ft. Job Address / ��' 46 , Tax Folio PERMIT APPLICATION F� MIAMI SHORES VILLAGE 7 q07 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 t do work stited. Signature of owner and/or Condo Presid# JAMES R. DEAL My Comm Exp. 07/06/2000 Bonded By Service Ins Notary as ter or 9ndo PT,esicit ersonat y n own er . My Commission Expires: FEES: PERMIT RADON Municip: # Competency # Address Address %r Date Date C.C.F. APPROVED: Historically Designated: Yes Address Phone "• e(( �/l //I ef�9 MEC CAL ' OO'IN Estimated Cost (value) Master Permit # APPROVED : Build )>I6k/alcif7 Zoning Mechanical Plumbing Electrical Ins. Co'.' Signature of Contractor or Owner- Builder JAMES R. DEAL My Comm Exp. 07/06/2000 Bonded By Service Ins Nn rf154 480 Notary as to Co .: ctor 13EGW142Ecikilderef i.D. My Commission Expires: No '5e 7 NOTARY BOND TOTAL DUE CE SIGN Date Da Engineering NOTICEOF- COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in1his Notice of omr n meat. rq 1. Legal description of property and street address: 2. Description of improvement: 3. Owner(s) name and address: :f t lime i .4 Interest in property: nwrrFR Name and address of fee simple titleholder: 4. Contractor's name and address: 2 PA LV ► OPA a CKA FL 3 „ � liJi%�i,. iftii s!/�. I I I III I I I I I Lt • 5. Surety:(Payment bond required by owner from contractor, if any) Name and address: N/A Amount of bond $ 6. Lender's name and address: N/A 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: N/A 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: N / A gew 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) Signature of Owner Print Owners Name Sworn to and subscribed before me this ROOFING 19 Nears'62D C213 ?IGV M Phis is o 'r • copy of oho y of 07teir=101 . 1n Ghlo ogle° en MIVNEBS r v Nand and O lE lE 1 goal, MRligV2) .8u.r,a12 ,¢C1reolg and CounO[l@c3r15 Oq �.. IA A JAMES Notary Public'9. co EXP. OTAA Bonded By be n/1w Print Notary's Name • � a PUBLIC �,• cc548480 1 1 Personalty Known 1 I UU e, LD My Commission Expires: Prepared by: C .E . SHEPPARD N Address: 2170 OPA LOCKA BLVD. OPA LOCKA, PT. i1nc4 123.01.52 2/93 Contractor's Name: ROBERTS ROOFING COMPANY Job Address: Flat Roof Area (ft') V � Sloped Roof Area (ft Total (ft') Master Permit No. Exposure category (per ASCE 7 -88): t' Building Classification category (per ASCE 7 -88 table 1): I Xf (Low Slope Application) F. (Asphalt/Fiberglass Shingles) 129.01.78 9/98 ROOF CATEGORY ❑ (Nail -On Tile) ❑ (Mortar- Adhesive Set Tile) ❑ ( Metal Roofs \Wood Shingles & Shakes) ❑ (Other) ROOF TYPE ❑ New Roof ® Re- roofing ❑ Recovering ❑ Repair ❑ Maintenance 4 . 17 V Ft. A V Deck type: ATTACHMENT Fastener Type: 11 / d" B ING SHANK NA SPACING Field: 1 2" Perimeter: 6" Corner: DETAIL 1 & 2 Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. ROOF HEIGHT AND SYSTEM DETAILS (Draw details as needed) ILS� Page -1 r r r ■ ' r ROOF PLAN .ar‘ r { METIOOAOE GAF Materials Corporation 1361 .Alps Road Wayne, NJ 07470 UUILDING COUE COMPLIANCE DEPAIITMENT SUITE 1003 METfO.OADE FLAMER BUILDING 140 WEST FIJIGLER STREET MIAMI, FLORIDA 33130.15e3 (306) 776.2001 PRODUCT CONTROL NOTICE OF ACCEPTA.iNCE FAX (305) 776.2005 Your application for Product Approval of GAF Materials Corporation Modified Bitumen Roof 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 Construction Research Laboratory, Inc., Factory Mutual Research Corporation, South Florida Test Service, Underwriters Laboratories, Inc. and Dynatech Engineering, 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 be valid for a period of three years. The Building Code Compliance Department 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. The Building Code Compliance Department reserves the right to require testing of this product or material should any amendments to the South Florida Building Code be enacted affecting this product or material. The expense of such testing will be incurred by the Manufacturer. PRODUCT NO.': ACCEPTANCE NO.: 95- 0330.06 EXPIRES: 110V 1 n 1997 - PLEASE NOTE - THIS IS THE COVERSHEET. SEE ADDITIONAL PAGES FOR SPECIFIC ANOtt CONDITIONS. BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade Cour;,plg -2vttr Compliance Department and approved by the Building Code Committee to be used in Dade Co l,ea�ll<3oNr the conditions set forth above. APPROVED: _ Si 0 1 1995 .1 kaiie METfOPOLITAN OADE COUNTY, F101110A METnO.OAOE r•LAGLtrl GUILDING Rodriguez p. •t" .__-- Product Control Diviiit9 prev. Supervisor axles Danger,, P.E., Director Building Code Compliance Department Metropolitan Dade County Applicant: GAF Materials Corporation 1361 ,Alps Road Wayne. NJ 07470 Category. Sub-Category, Type: Sub -Type; PRODUCT COPT Roo FIN Membrane Roofing Built -up Roofing Modified Bitumen SBS, APP GAF Materials Corporation has been man years. GAF produces a wide range of roof p ro products include both APP and SBS prod GAF offers two ply modified systems t modified specifications. GAF products are distributed through a South Florida area. GAF provides warranted systems over v can be obtained from GAF and can be Specification manual published annually. GAF roof system assemblies have been e Underwriters Laboratories. GAF modifi ASTM D 5147 test requirements. SYSTEMS OL NOTICE OF ACCEPTA 'CE SYSTEM APPROVAL ystem facturing commercial roofing products for more than 100 a cts for built -up roofing systems. The modified bitumen is in smooth, granule and fire rated versions. In addition, meet the specification requirements for multilayer SBS network of roofing wholesale distributors throughout the o us insulated and non - insulated substrates, copies of which ound in the Ruberoid Modified Bitumen Application and ensively tested at Factory Mutual Research Corporation and bitumen membranes have been tested in compliance with Product Control No.: 95 0330.06 Expiration Date: Approval Date: MAY 0 4 1;15 v NOV 1 0 1997 Insulatinn Types: Fibrous glass Periite Fiberboard Polyisocyanurate Expanded polystyrene (EPS) Polyisocyanurate Composite Board Maximum Design Pressures ~Material Design Pressure Wood -60 psf Steel -75 psf Concrete -248 psf Lightweight Concrete -45 psf Poured Gypsum -45 psf Maximum FirtIassificatiort Material Classification Wood • Class A Steel Class A Concrete Class A Lightweight Concrete Class A Poured Gypsum Class A Note: Fire classifications and maximum design pressures do not reference all assemblies over deck types. Review system lisdngs for design pressures and the Underwriters Laboratories Rooting Materials Directory or other approved tesdng agency lbdng directory for Fire Classiticadons. 3 Product Control No.: 95-0330.06 duct ...oeroidZ ! sq. roil Smooth 87 lbs. Ruberoid® Torch % A. roll Plus (Granule) 93 Ib. roll Ruberoid® Torch 1 sq. roll Granule 102 lb. roll Ruberoid® Torch FR Ruberoid® Mop Plus (Granule) Ruberoid® Mop Granule Ruberoid® Mop FR Ruberoid® 20 1.5 sq. roll Ruberoid® 30 1 sq. roll 92 lbs. Ruberoid® 30 FR 1 sq. roll 102 lbs. 1 sq. roll 103 lbs. 1 sq. roll 105 lbs. 1 sq. roll 92 lbs. Ruberoid® Mop 170 FR 1 sq. roll 103 lbs. TRADE NA s OF PRODUCTS MANUFACTURED OR ABELED BY APPLICANT 3/4 sq. roll ASTM D 5147 Non -woven polyester mat coated with 90 lbs. • fire retardant polymer modified asphalt surfaced with mineral granules. Product Control No.: 95- 0330.06 Test Product S;ec;r:cation Descri; *.ion ASTM D 5147 Heavy u ;ry polyester reinforce,:. asphalt modified bitumen membrane. ASTM D 5147 Heavy duty, polyester reinforced, asphalt modified bitumen membrane. ASTM D 5147 Asphalt impregnated, coated felt, surfaced with mineral granules. ASTM D 5147 Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. ASTM D 5147 Non -wo'. en polyester mat coated with polyme :.:codified asphalt and surfaced with mir:cral granules. ASTM D 5147 Non -woven polyester mat coated with fire - retardant, polymer modified asphalt surfaced with mineral granules. ASTM D 5147 SBS modified asphalt base sheet reinforce with a glass fiber mat ASTM D 5147 Non woven fiberglass mat coated with polymer modified asphalt and surfaced with mineral granules. ASTM D 5147 Non woven fiberglass mat coated with fire retardant, polymer modified asphalt surfaced and surfaced with mineral granules. ASTM D 5147 Non -woven polyester mat coated with fire retardant polymer modified asphalt surfaced with min •.1 Raul Rodriguez 4 • Prcdu_c_t G.AF..:L.AS® Strata\ (Vent PI ■) for `ailable Decks. GAFGLAS Ply 63D GAFGLAS Ply 4 t3 -. ,LAS 47; GAF Materials Corporation Asphalt Concrete Primer GAF Materials Corporation Fibered Aluminum Dimensions 3' r 36" 69 Ib. roll GAFGLAS® 3' x 36" Stratavent® (Vent Ply) 69 Ib. roll Perforated 3' x 180' 45 Ib. roll 3' x 180' 40 Ib. roll :08' 75 Ib. roll GAFGLASS 3' x 36' Mineral Surfaced 76 Ib. roll Cap Sheet 5, 55 gallons GAF Materials 5 gallons Corporation WeatherCoatm Emulsion GAF Materials C . )ration Wc.::her Plastic Czmtnt I. 5 gallons Test Specification ISTNt D 4897 D 3672 Product Control No.. 95- 0330.06 Product Description Fiber zlass case sheet impregnatec coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating. ASTM D 4897 Fiber glass base sheet impregnated and D 3672 coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating. ASTM D 2178 Type VI asphalt impregnated glass ,c1( with asphalt coating. ASTM D 2178 Type IV asphalt impregnated glass felt with asphalt coating. ASTM L; 4601 Asphalt ii.. regnated and coated g:. ..ss mat base ::.cec. ASTM D 3909 Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. ASTM D 41 Asphalt concrete pruner used to promote adhesion of asphalt in built - up roofing. 1, 5 gallons ASTM D 2824 Fibered aluminum coating. ASTM 1227 Surface coating for smooth surfaced roofs. ASTM D 3019 Refined asphalt blended with a mineral ASTN1 D 3409 stabilizer ..nd fibers. Permits adhc ,iun to wet and dry surfaces. Raul Rodriguez 5 . Product Red Rosin Rooting Nails Tin Caps Type X Gypsum Sturdi -Top arious various PA 11 al MB aluminum PA 12 roof coating Grundy Industrial Emulsion l 4 Roofgrip Gripdek Fastener Premium Metal Plate Standard Plastic Plate Karnak No. 169 Karnak 97 flimensiong various Minimum # PA 11 12 - Min. 32 ga. x 1 3" square 3" round Barrier Board Plus various PA 11 PA 11 PA 12 PA 11 PA 11 AS PA 121 PA1 Product Description Rosin paper for barrier generic layer on wood decks 9 Product Control No 95- 0330.06 Manufacturer Corrosion resistant annular generic ring shank nails Corrosion resistant circular generic discs. Fire resistant rated ti:.psum generic Wood fiberboard Georgia- Pacific Aluminum roof coating Grundy Industries Asphalt emulsion Grundy Industries Insulation fastener steel, ITW Buildex wood or concrete decks Insulation fastener 3" square gaivalume AZ55 ITW Buildex stress plate Polyolefin plastic plate D 2824 Aluminum roof coating Roof coating Polyisocyanurate foam / wood fiber insulation Raul Rodriguez ITW Buildex ITW Buildex Karnak Corp. Karnak NRG Barriers, Inc. Ntembraae Type: SBS Deck Type 1: Wood, Non - insulated Deck Description: '!,;" or greater plywood or wood plank decks System Type E: Base sheet mechanically fastened. All General and System Limitations apply. Base Sheet: One ply of GAFGLAS® PIy 4, GAFGLAS® PIy 6 ®, GAFGLAS® 475 or GAFGLAS® Stratavent® (Vent Ply) for Nailable Decks mechanically fastened as described below: Fas-:ning: Base sheet shall be lapped 4" and fastened with approved roofing nails anu tin caps • J;. in the .s and [WO rows csggered in to ::r r the sheet '. 2" o.: Note: Ply 4 and PIy 6® applications require sheathing paper over we w„ud deck before application of base sheet. Ply Sheet: (Optional) One, two or three plies of GAFGLAS® Ply 4, GAFGLAS® Ply 60 or a single ply of Ruberoid® 20 in type III or IV asphalt at an application rate of 25 lb. /sq. t 15 %. Membrane: One ply of Ruberoid® Mop Granule, Ruberoid® Mop Plus Granule or Ruberoid® Mop FR in type III or IV asphalt at an application rate of 25 lb. /sq. t 15 %. Surfacing: (Optional) Install one of the following: 1. GAFGLAS® Mineral Surface Cap Sheet in type III or IV asphalt at an application rate of 25 lbJsq. * 15 %. Maximum Design Pressure: -60 psf. `t. <imum Fire . ;sification: Class 'A': see i;cneral Limits:iun 42. Maximum Slope: 3:12; see General Limitation 43. Specification No.: N- 1 -1 -MG, N- 1 - 1 -MGFR, N- 1- 1 -MGFR, N -1 -2. 20/30, N- 1- 2- 20/30FR. N- 1 -1 -MGP Product Conrroi `.J 0 c- 0130.06 • Wood Deck System Limitations: .A red rosin ine asphalt seepage sheet may also is required on a sheet. 2. Pre - assembled ' 3. Fasten anchor s the sheet. App 4. See PA 117 for Product Control No. 95- 0330.06 t shall be .;stalled Jn ail .. d plank decks • ei, ;:r:ate nd bondinti t base meet to .od plank deck. .-k re.. -. s.n e installed on plywood decks as an option. A reu rosy;. sheet applications where Ply 4® or Ply 60 is used as an anchor p Nail' shall not be used for base sheet attachment. e et 9" at the lap and 18" in two staggered rows centered on ved to -45 psf. trapolation of data for higher design pressures. 42 Raul Rodriguez General Limitations: Product Control No.: 95.0330.06 1. Al! asphalt shall comply with ASTM D 312 type III or type IV requirements. All proposed asphalt producers must be approved by the applicant. Fire ratings are determined by a combination of slope, deck type and assembly. Refer to current Underwriters Laboratories Roofing Materials Directory or other fire testing data listed by an approved listing laboratory agency. Fire ratings shall be in compliance with Sections 3401.5 and 3401.6 of the South Florida Building Code. 3. Maximum slope range shall vary for each system; consult current Underwriters Laboratories Roofing Materials Directory and manufacturer's specifications for compliance with design criteria for each project. An overlay /recovery board in<_.:iation panei is ::uired on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet may be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip or spot mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbsJsq.. Note maximum design pressure restrictions on spot attached systems. 5. Any amendments to these provisions shall be in compliance with Sections 203 and 204 of the South Florida Building Code. 6. All work shall be performed by a Contractor licensed to do roofing work in Dade County. Contractor shall be familiar with the details and specifications published by the manufacturer. 7 . In re- roofing applications, moisture content in an existing built -up roof must be in compliance with Section 3401.9(c) of the South Florida Building Code. 8. , Prior to application, all existing roof surfaces uses . a bonding substrate :na11 be tested for uplift resistance in compliance with Dade County Protocol PA 124 to the calculated design pressure of the roof deck. 9. If required, any Factory Mutual Approved vapor barrier in conjunction with proprietary or approved adhesives may be used prior to the application of the insulation layer. 10. Perimeter and corner areas shall have an increase in fastener density for both insulation and base sheet in compliance with Dade County Protocol PA 117 of the South Florida Building Code. 11. All attachment and sizing of perimeter hailers and metal profile designs shall conform with Dade County Protocol PA l 11 of the South Florida Buil g C •de. 168 Raul Rodriguez 12. Flashings shall be rnstlled accorarng to the manutacturers standard se:::rs. be applied i with an a proved torch applied modified bitumen membrane. Specific conjunction details, approved Application. 1 3 Roll good materials shall be stored in strict compliance with GAF Materials Corporation requirem nts. 14. Consult current Unde each roofing assemb installed in strict co Building Code for m 15. Asphalt moppings sh shall be approved in asphalt application. t:r.ished blowing tem .:.3t1 Ilit �JI2C 16. Insulation may be compliance with P adhered in a full mo 15 %, or mechanicall manufacturer's litera correct application p 17. Pre- assembled cap such as mechanical flashing terminatio base sheet. Tin 18. The submission of Building Code P 'System Descriptio documents, as well the sole responsibili 19. -.11 standard pakci approved asphalt, p 20. Fastener spacing f resistance value of 105. If the faste submit a revised from Dade County (the fastener stress riters Laboratories Directory for the appropriate coating for to obtain the required fire rating. The assembly shall be liance with Chapter 3401.5 and 3401.6 of the South Honda imum fire classification. 11 be with applied with asphalt approved by the applicant and compliance with equiviscous temperature (EVT) methods of Asphalt containers or bulk tickets shall indicate an EVT. rature (FBT) and tlash poir.. Asphalt types and temperature :nc :)(_) of th.. Florida tailed in multiple layers. The first layer shall be attached in uct Control Approval guidelines. All other layers shall be ing of approved asphalt at an application rate of 25 Ibs/sq. r attached using the fastening pattern of the top layer. Refer to re and/or the NRCA Roofing and Waterproofing Manual for educes of insulation panels in approved asphalt or adhesive. Is may only be used for termination of fully bonded surfaces termination at wood blocking, head and side laps, and base Cap nails shall not be used for the mechanical attachment of a required by the South Florida Building Code. specifications and details shall accompany the Section 11 t. This information is available in the publications listed in the of this Product Control Approval. The submission of these the proper application and installation of all materials shall be of the contractor. zes are ac.... -Joie ;ter .:.__.. _. attachment hc. . el size shall be 4' x 4' maximum. r base sheet attachment is based on a minimum withdrawal 50 lbf as tested in compliance with Dade County Protocol PA values as tested are below 250 lbf a professional engineer may er spacing utilizing the withdrawal resistance value taken tocol PA 105. Calculations shall be based on a rupture value late pulling over the base ply) of nA moge t 90 Ib j 169 Raul Rodriguez L ,_J in 1 2 1� .'roduct Control No 95- u330.06 Listener ;pacing for insulation any :nment oase t a Minimum L.haracen ;ti: Force (F') of 300 lbf. as tested in :ompliance wit;. , 105. If F' as yield tested, is below 300 Ibf. insulation attachment shall not be acceptable. GAF does not allow application of roof coatigs, other than a pour coat of asphalt and gravel. over its granule surfaced Ruberoid® products. 23. In addition to the requirements of this Product Control Approval and the South Florida Building Code, applicator shall follow the manufacturer's specifications. 170 l R Rauodriguez rate. ure- :yanurat• ,rat•. ure - cyanurate me. e multiple fastened. urata. ure- >cyanuret• raid Torch phslt. road Torch ,roid Torch ,ocyanurete ,m plywood .roid Torch avoid Torch F Emulsion" an•. perlite/ •rold Torch inurate. ure• socy:mutate ,eroid Torch an•. Perko/ )ovoid Torch mutate. ure• in. min. :pp•d or ma 40 OM ye Membrane: "Ruberoid • p FR C ! VERING MATERIALS (TEVT) 217 • . Swfacing•(OpUoralk GAF Fibered Aluminum Costing et. 1•1/2 q or r' ath Coat • Emulsion et 3 gaVsq. • 10.. Deck: C•18/32 • Incline: 1/2 Insulation Moto/talk One or more layers perlits. glass .:fiber, 3/4 in. min, isocyanurste, ure- thane. perUta/Isocyenurate composite, perlits /urethane c • phenolic, 1.1/2 in. min. r Ses• Shoot One or more layers of Type G2 ''GAFGLAS :• 75 Bas• Sheet ", hot mopped or me- chanically fastened In place. Ply Shoot One or more layers of Type G 1 "GAFGLA . PIy 4 ", or "GAFGLAS PIy 6" hot mopped In place.' • Membrane: "Ruberoid Torch FR" (granule). Surfacing (Optional): GAF Fibered Aluminum Costing at 1.1/2 gaVsq or GAF Weather Coat Emulsion et 3 gaVsq. 11. • Dods C•15/32 incline: i/2 Insulations Isow:nurato. 2 .In. min.. wood fiber. perlite or glass fiber. any thickness. hot mopped or mechanically fastened In place. Joints off.set 6 In. Rasa Shoot One or more layers of Type 02 "GAFGLAS #75 Base Sheet ". hot mopped or me• chanicaUy fastened In place. _... . . Ply Sheet (Optional): One or more layers of Type G 1 "GAFGLAS PIy 4" or "PIy 6" hot mopped in place. Membranes' "Rub•rold Torch FR" (granule). Surfacing (Optional GAF Fib•red Aluminum 'Coating' 40.1/2 gaVsq or GAF Weather Coat Emulsion at 3 gaVsq. 12. Decks C•t1/32 incline: 1/2 Insulation (Optionsik (socyanurata, perlite or glass, fiber. any thickness. hot mopped or me• chanically fastened In pleat.. Jolnta offset O 1n.... . . Sem Sheet One or more layers of Type 132 "GAEGLAS *75 Base Sheet". hot mopped or me• chankWy feswnad In place., Ply Sheet One or more layers of Type 01' "GAFGLAS Ply 4" or "Ply S ", hot mopped in place. Membranes "Rubarold Torch FR" (granule). • Surfacing (Optional): GAF Fibered Aluminum Coating at 1.1/2 gaVsq or GAF Weather Coat Emulsion at 3 gaVsq, .. •...••. •..... . 13. ' Deck: NC , I 2 Insulation (Optional): Isocyanurati, Wood fiber board. perks, glass fiber, any thickness, hot mopped or mechanically fastened In place. Joints offset 6 In Ses• Sheet Om or more layers of Type 02 "GAFGLAS #76 Base Sheet ", hot mopped in place. PIy Shoot (Optlonalk One or more layers of Type G 1 "GAFGLAS Ply 4" or "Ply 8" hot mopped in place. Membranes "Ruberoid Torch FR" (granule). Surfacing (Optlonalk "GAF FiberadAluminum Coating" at 1.1/2 gaVsq or GAF Weather Coat Emulsion M 3 gaVsq. . . . 14. Deck: NC Incline: 1 Insulation (Optional): Isocyanufate, wood fiber board. perlite, glass fiber. any thickness. hot mopped or mechanically fastened in place. Joints offset in. Base Sheet One or more layers of "GAFGLAS #76 Bast :heat ". hot mopped in place. r Ply Sheet (Optional): One or more layers of "GAF GLs. Ply 4" or "Ply 6" hot mopped in place. Membranes "Ruberoid Torch FR" (granule). Surfacing (Optional): GAF Weather Cost Emulsion apptieo at 3 gaVsq or GAF Fibered Alumi• 9 num Coatin at 1.1/2 gaVsq. 16 i t 32 Incline: 1/2 Options* Perlite. fiber glass. Isocyanurate, urethane, perllts/isocyanurat• compose Its or phenolic. Saaik f d? ` o or mot e layers of `y� 0-3 � hot mopped or mechanically fasten Ply Shoot (Optional): One or more layers of Type 0.1, hot mopped in place. Ruberoid Mo p 11111 uii►. 11. Deck: C•15/32 incline: 1/2 Insulation (Optional): Perlis•, fiber glass, Isocyanurat•, urethane, perlite /isocyanurste compos- ite or phenolic, offset 0 In. from Joints. _ __ _, G ' lase Shoot One or more layers of Type G•2 or •3 base •sheet, hot mopped or mechanically *atoned. ' Ply Shoot (Options* One or more layers of Type 0-1, hot mopped In place. Membrane One layer of "Ruberoid Torch" (smooth). mixing One layer of " Ruberold Torch FR"•(granule) RECEIVED 17 Oeek NC incline: 1 r y Q M IA s MI FLORIDA Insulation (Optional): Perks, fiber glass. wood_Uber, lsocyanurat., u eth n•. per! t socyanu• raw compgsite or phenolic. yy�� Base Sheit One or more layers of Type 0.2 or 0.3 base sheet�.•ho` fastened. e. PIy Shoot (Opt onsI One or more layers "of Type 0.1, hot. moptlig'nPpla Membranes One layer of " Ruberoid Mop FR" (granule). 11. Deck: NC Inclines 'planning Insulation (Options* P•rUI, fiber Blau, wood fiber, Isocyanuratue, urethane, raw phenolic LOnst in perlit•/Isocyanu• •t, hot mo or Basis Shia* Op 0 r. layers, f Type G. or01 ba s • • • •d chaniufy fawn ore i ? Balsam Ply Sheet p e ii'(s ' a ' 1rRa� G•1 L, • ; 4.• • p•d Ind Iss ' ti One • er ub old h smooth). Str , • tural +*ns Qnh I yet o . Ru oW • h " iulnu r) LOOK FOR MARK ON PRODUCT JAN 2 1997 • Plumbing Date °2 –,,( Job Address /,DS ( /VJ 96 :o Legal Description /0 i /V * E ,12. A j QA /Vim/ PeogPS S. 3 ,', /o p 37 \91tiner / Lessee / Tenant NA . (j/ J H,) d ie.#4.4L. Master Permit # 9e)9 �, Owner's Address /©4t/ ,t 5 5/ Phone y.-/ 2241 Contracting Co .04E4dot /4004r7wC. Address 1 PO40.K. p,c A Phone 7S 7 — / State fiat DIV 069 Architect /Engineer Bonding Company Mortgagor Permit Type(circle one): BUILDING ELECTRICAL PLUMBING MECHANIC WORK DESCRIPTION /grr»LL V t oll A10/.4-0y f,Gvvi /Y 0,001 r P Square Ft. 35 5 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 ab ve -named contractor to do the work stated. PERMIT APPLICA''.:; FOR MIAMI SHORES VILLAGE Municipal IP /t N /4- s ture of owner and /or Condo President Notary as to Owner My Commission Exp es : 4 S ANB ii nA D OBENO113 i' Ik'GTAIWY PUBLIC STATE OF FLORIDA COMMISSION NO. CC265272 ** * * * , f FXP /lAR.12, 97 FEES: PERMIT 50 RADON C.C.P. APPROVED: Zoning Competency #400oo45<.rt Ins.Co. c/lAE Address Address Address ,I1 /t• ✓� g de444g4 Estimated Cost(value) 3� gnature of Contractor or Owner- Builder Date: Z_Z-9V Notary as to Conn L r My Commission Expires:SANDRA D OBENou NOTARY PUBLIC STATE OF FLOaJDA COMMISSION NO. CC265272 * PAY C MI55IOlf FJt� 12,i� �j TOTAL DUE : * * NOTARY Mechanical Plumbing Tax Folio //° 3 7 ° OG s 001 - 3 726 5 AVING FENCE SIGN Other Electrical Engineering OAF BUILDING MATewus CORPORATION 42 North, South, and West Zones Nailable decks up to 3 inches per foot slope. Wood, plywood, structural wood fiber, poured gypsum, precast gypsum planks, other acceptable precast nailable decks (not including lightweight insulating concrete). Materials Approximate Weight Per Square Sheathing paper (1 ply, if required) GAFGLAS Base Sheet 11-69 lbs. GAFGLAS Ply (2 plies) 22 lbs. GAF Roofing Asphalt Interplies 50 lbs. Pour Coat 60 lbs. Aggregate Surfacing Gravel 400 lbs. or Slag 300 lbs. Total 445 -600 Ibs. Guarantees Available Specification Liberty Guarantees N -B -3 -G 10, 5 +5, 5 yr. GAFGLAS® Specifications N -B -3 -G Specifications General Application recommendations detailed on pages 17 -20 shall apply in addition to the following recommendations and specifications. Application of Roofing Membrane 1. Over entire surface, lay one ply of sheathing paper where applicable. Lap each sheet 2 inches over preceding sheet. Nail sufficiently to hold in place. 2. Starting at the low point of the roof, lay one ply of GAFGLAS Base Sheet, lap- ping each sheet 2 inches at edges and not less than 6 inches at end laps. Nail along lap of base ply at intervals not to exceed 9 inches and stagger -nail down center of sheet in two rows with nails spaced at 18 inch intervals In each row. Use fasteners with integral metal heads at least 1 inch in diameter or square that are recommended by GAF or the deck manufacturer. 3. Starting at the low point of the roof, mop two plies of GAFGLAS Ply shingle fashion; lapping each sheet 19 inches over the preceding sheet; solidly mop- ping to the underlying base sheet to provide three plies over the entire roof area. `Asphalt Requirements lnterply moppings of GAF Roofing Asphalt must be applied in a continuous film and shall consist of approximately 25 pounds per 100 square feet of roof area with a tolerance not to exceed 20%0 plus or minus. The appropriate asphalt for the slopes involved must be used. Slope per foot Asphalt Type U p to 3° Steep ASTM Type III On slopes up to V2 inch per foot, Flat ASTM Type II may be used except in Florida, Texas, New Mexico, Arizona, and California. Surfacing Over the entire surface, pour a uniform coating at the nominal rate of 60 pounds per 100 square feet of GAF Roofing Asphalt into which, while hot, apply not less than 400 pounds of gravel or 300 pounds of slag for each 100 square feet of roof area. In the North and South Zones, apply top pouring of GAF Special Roofing Bitumen or Flat Asphalt on slopes up to /: inch per foot and apply GAF Steep Roofing Asphalt on slopes from /: to a maximum of 3 inches per foot. In the West Zone on slopes up to 3 inches per foot, apply a top pour- ing of GAF Steep Roofing Asphalt. Special Instructions 1. Acceptable GAFGLAS Base Sheets include: GAFGLAS STRATAVENT! (Vent Ply) for Nailable Decks (required for freshly poured gypsum decks, see 'Venting Systems,' beginning on page 53), GAFGLAS #75 Base Sheet, GAFGLAS• PLY 6°, and GAFGLAS Ply 4. If GAFGLAS Ply 4 or GAFGLAS PLY 6 is used as the base sheet over wood or structural wood fiber, a sheathing paper is required. 2. See °Nailing of Base Sheet,' pages 18 -19. 3. For roof slopes of 1 inch per foot or more, all ply felts must be back nailed 4 inches in from the back edge of the felt See 'installation on Steep Roofs; page 9. UL Classification UL Class Substrate Slope A C 3' UL Chart Key 1. Substrate C = Combustible and Noncombustible Combustible = Wood planks, boards, etc., plywood (min. ''/I2 inch thickness), oriented strand board (min. V2 inch thickness). NC = Noncombustible only Noncombustible = Steel, poured or precast structural concrete, lightweight insulating concrete, gypsum, structural wood fiber, etc. 2. Slope Maximum slope allowed, in inches per foot. OAT BUILDING MATERIALS MATERIALS CORPORATION North, South, and West Zones Nailable decks up to 3 inches per foot slope. Wood, plywood, structural wood fiber, poured gypsum, precast gypsum planks, other acceptable precast nailable decks (not including lightweight insulating concrete). Materials Approximate Weight Per Square Sheathing paper (1 ply, if required) GAFGLAS Base Sheet GAFGLAS Ply (2 plies) GAF Roofing Asphalt Interplies Pour Coat Aggregate Surfacing 11-69 lbs. 22 lbs. 50 lbs. 60 lbs. Gravel 400 lbs. or Slag 300 lbs. Total 445 -600 lbs. Guarantees Available Specification Liberty Guarantees N -B-3 -G 10, 5+5, 5 yr. 42 Specifications General Application recommendations detailed on pages 17 -20 shall apply in addition to the following recommendations and specifications. Application of Roofing Membrane 1. Over entire surface, lay one ply of sheathing paper where applicable. Lap each sheet 2 inches over preceding sheet. Nail sufficiently to hold in place. 2. Starting at the low point of the roof, lay one ply of GAFGLAS Base Sheet, lap- ping each sheet 2 inches at edges and not less than 6 inches at end laps. Nail along lap of base ply at intervals not to exceed 9 inches and stagger -nail down center of sheet in two rows with nails spaced at 18 inch intervals in each row. Use fasteners with integral metal heads at least 1 inch in diameter or square that are recommended by GAF or the deck manufacturer. 3. Starting at the low point of the roof, mop two plies of GAFGLAS Ply shingle fashion; lapping each sheet 19 inches over the preceding sheet; solidly mop- ping to the underlying base sheet to provide three plies over the entire roof area. - Asphalt Requirements Interply moppings of GAF Roofing Asphalt must be applied in a continuous film and shall consist of approximately 25 pounds per 100 square feet of roof area with a tolerance not to exceed 20°(o.plu;; or minus. The appropriate asphalt for the slopes involved must be used. Slope per loot Up to 3° GAFGLAS® Specifications N -B -3 -G On slopes up to' /7 inch per foot, Flat ASTM Type II may be used except in Florida, Texas, New Mexico, Arizona, and California. Surfacing Over the entire surface, pour a uniform coating at the nominal rate of 60 pounds per 100 square feet of GAF Roofing Asphalt into which, while hot, apply not less than 400 pounds of gravel or 300 pounds of slag for each 100 square feet of roof area. In the North and South Zones, apply top pouring of GAF Special Roofing Bitumen or Flat Asphalt on slopes up to 'h inch per foot and apply GAF Steep Roofing Asphalt on slopes from V2 to a maximum of 3 inches per foot. In the West Zone on slopes up to 3 inches per foot, apply a top pour- ing of GAF Steep Roofing Asphalt. Special Instructions 1. Acceptable GAFGLAS Base Sheets include: GAFGLAS STRATAVENT! (Vent Ply) for Nailable Decks (required for freshly poured gypsum decks, see venting Systems,' beginning on page 53), GAFGLAS #75 Base Sheet, GAFGLAS• PLY 6 and GAFGLAS Ply 4. If GAFGLAS Ply 4 or GAFGLAS PLY 6 is used as the base sheet over wood or structural wood fiber, a sheathing paper is required. 2. See °Nailing of Base Sheet,' pages 18 -19. 3. For roof slopes of 1 inch per foot or more, all ply felts must be back nailed 4 inches in from the back edge of the felt. See installation on Steep Roofs,' page 9. UL Classification UL Class Substrate Slope A C 3' UL Chart Key 1. Substrate C = Combustible and Noncombustible Combustible = Wood planks, boards, etc., plywood (min. " /a inch thickness), oriented strand board (min. V2 inch thickness). NC = Noncombustible only Noncombustible = Steel, poured or precast structural concrete, lightweight insulating concrete, gypsum, structural wood fiber, etc. 2. Slope Maximum slope allowed, in inches per foot. Asphalt Type Steep ASTM Type 111 Application is hereby wade for the approval of the detailed statement ur tree plans and specifications herewith submitted for the build • in 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 thc 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. n c, �, Date..._...U. .0.Z j 2 ,+ .Th ..19...- .__.... ,19 _ J Owner's Name and Address IRr OSEPH Ts JANA _ ._. No.i5.1ri . _L Street.114,1 ..L.r.L. S.6. Registered Architect and /or Engineer ,,,,, ,,,. ..,,,.,,„ „,,,, „,.,.„, ,_ „,,,, P i FACE/ I NC.,,.. 2701 Sa Id r 6 EQ14. B.t._..l:�t,fti.,....ELO.R .1.1)A_. . Name and address of licensed contractor � �t , ._.. Location and legal description of lot to be built on: Lot Block Subdivision ... _.. _._....._ Street and Number where work is to be done X0 N t E t 96 STREET r ij I LL..Slf Eaz FLORIDA State work to be done and purpose of building (by floors)..._... _RRr_Qlaf. 30...S.gs.....W....Eldt_. .bL.... III...Il.e....__._.._.._.._ __ .and for no other purpose. New Building Remodeling Addition Repairs X. No. of Stories LIE _ To be constructed of Kind of foundation Roof Covering Estimated Total cost of improvements S- 7.,.2x0.8.0.0 Amount of Permit s a 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.. P EX GE I NC t 27 r.a....69 C.O.URT 11: MI ....FLOR.I.D.A... The undersigned applicant for this building permit dots hereby certify that he understands and accepts his obligations as an employer of labor under the Florida 11'orkmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Siip`ilcment, anti has complied ssith the provisions thereof, and will require similar compliance from all contractors or sub - contractors em loyed by him in thc work to be perforated under this permit; and will post or cause to be posted for inspection on the site of the wor . r ublic notice or notices as are required by the Act. The undersigned agrees to employ only su t bcontractors, on work to be under this perrnit, as are licensed by Miami Shores Village. 1 /\ Remarks STATE OF FLORIDA, !cc ; 10228 COUNTY OF DADE. 1 ss. 261-66-2146 Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared 0 i‘.4-1_D P t P f' f L to me well known, and who. being by me first duly sworn, upon oath deposes and says that he is the.... -.. . �C 4 �- LW 6 't 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.. Read, Sworn to and Subscribed before me. ) Date ` < - r!- tC ve - t ( //f <Ft - Notary Public, State of Florida 6��aAP: eUBLIP STATE OF FLORIDA AT LARD Building Inspector My Commission Expires _71IYZO1sd1v1T5lON RP! APR 24 1984 PLANNING BOARD DATE BONDED TNRII t:FP'FRAL INS, UNDERWRITERS . Chairman Member Member Member _ Member .. .. _....._......_..._. _ ...._ Member ...._ _ _.. ...._ Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection at faulty materials and /or workmanship. Permit No.. Disapproved (Signed) MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Date 9. "1 S.1 (Signed) . f _ 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 No. 9 Street Registered Architect and /or Engineer ! L Name and address of licensed contractor c t � 5' . Location and legal description of lot to be built on: �y j�rp, '4 .7 .a o , a g a , ' - -. - - Lot Block Subdivision i Street and Number where work is to be done ' State work to be done and purpose of building (by floors) 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 $ 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, Pennanent 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 permit, 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 to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No e7,', /4" Date � '� " t_.- Read, Sworn to and Subscribed before me. Disapproved Date Notary Public, State of Florida (Signed) Building Inspector My Commission Expires PLANNING BOARD DATE Chairman Member Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re -i� ection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty mat Ad /or workmanship. MIAMI SHIRES BUILDING NSPECTO0i4 DEPARTMENT APPLICATION F in' BUILDING PE 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 compli with, whether herein sincified or not. A copy of approved plans and specifications must be kept at building during progress of the wet. Dr. Jana 1041 St. St:reet_—° Owner's Name and Address Registered Architect and/or Engineer ”.•*: ... Name and address of licensed contractor Aild esi5 Rul ng Imp • Cg. 4300 E. Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done 1041 N. E. 96th St State work to be done and purpose of building (by floors)...__R.Q.z.r.g.Kli._ b.D.th flat gravel & repair leak in middle bedroom on E. side house in tile using 1 ply 30#, 2 plys 15#, and pea rock. New Building Remodeling Addition To be constructed of Kind of foundation Estimated Total cost of improvements $ 760...0Q be sent to Disapproved Date.. (Signed) Buildin nspector IT Notary Public, State of Florida My Commission Expires llth Ave. Ilia. roofs on rear roof. Re-roof and for no other purpose. n re-roOf No. of Stories 1 Roof Covering Gravel & flat tile 5.—DQ 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 Andrews Roofing & imp. Co. 4300 E. llth Ave. Hia. 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 sob-contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for ins ectian on the site of the ork such public notice or notices as are required by the Act. The undersigned agrees to employ only such sta ntracto oe work o prforsed under th is 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 to me well /mown, 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 jue true. ( ' 3 / –1 / -7 3 -- Permit No Date Read, Sworn to and Subscribed before me. PLAN INC BOARD DATE Chairman Member Member Member Member Member Council Approved Date Disopprwc111 Date NOTE: A charge of $1.00 will he made for maltng corrections or changes to this ap plication after approval has been obtain frc3n the Planning Board. A re-inspection fee of $1.00 will be charged vAcTo such ve-6gaspection LI tdo n=aanvy b7 gunssmpn sauce Ar ienspcticrn ar finn1ty materials and/or workmanship. . 1