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1154 NE 91 Terr (5). ,' f ' P T APPLICATION FOR MIAMI SHORES VILLAGE Date Legal Description Owner /Lessee/Tenet Master Permit # 3P Ll l 53 1 aN Phone ` Ob - v 1 ` U X Contracting Co. Main ∎civ∎ 1 ` b4v iO(\ Address I 10 &A) 1 O Qualifier daSei vo c!'vv ss# ``ob - v - 2 - 4 5O5 23 - 55 - 1 State # w C 'b 2_53 Municipal # cm Owner's Address 1 1 . - y 1 I i Q Y. IF THERE IS NO PERMIT PACKAGE ACCESSIBLE ON THE JOB SITE FOR INSPECTORS TO VERIFY, THERE WILL BE NO INSPECTION. RE- INSPECTION FEE IS $50.00 AND MUST BE PAID IN ADVANCE BEFORE CALLING FOR ANOTHER INSPECTION. Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING WORK DESCRIPTION: Square Ft. WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR ANY ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). 1 certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for all disciplines. OWNERS AFFIDAVIT: 1 certify that all the foregoing information is accurate and that all work will be done compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above named contractor to do the work state -. -7aeL 6 Signature of ownet/nd/or Condo President Notary as to My Commissi 'C UB3100 0 N:E. 2nd Avenue • Miami Shores, Florida 33138.305 795 - 2204 Job Addres _� _S ' ` e Ci 1 `-�` r Tax Folio 1 I 5 � ` ©c O d T 40 ■ 54 Nei r -Pi rx?rew Con-1 le-PocF Fit J Of. .3 0 nt 4ADON 7/ - 0 FEES: PERMIT APPROVED: Zoning Building Mechanical Plumbing ?Ct(Ct L 1 Historically Designated: Yes No Competency # Ins. Co. Estimated Cost (value) Date Signature of Contractor o /O j'e : u' der Date Date Notary as to Con My Commission C.C.F 11 0 0 NOTARY Date BOND TOTAL DUE. c n V Electrical Structural Engineer p ac 611 kip03 I High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI-DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION Master Permit No. Contractor's Name: Mainland Roofing Company 14 Low Slope Asphaltic Shingles Prescriptive BUR-RAS 150 Are there Gas Vent Stacks located on the roof? Low slope roof area (ft. ) New Roof Sketch Roof Plan: Illustrate all Levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. Perimeter Width (a): 3 I Corner Size (a' x a'): ' " ' ' " : • : t t ' Section A (General Information) gloo $. Re-Roofing Roof Category Mechanically Fastened Tile Metal Panenhingles Other: ( N I L+ - I - 4 --: - - 4 -- - ; f -; -; -1-; --'-'; - : I --/ - Roof Type Recovering Yes Roof System Information Steep Sloped area (ft. Section B (Roof Plan) Process No. Job Address: .5A u qt. -leo No If yes, what type? ' Total (ft. Natural .c00 - - ; - -- --- - - ; - ; - ; -- - -- ;--i--; -;•-■••:-4--;•4.- - -- 4 ' ;--, • • • . . . . ----- .- -- -..... ...................... . .... ......... -.... ..... --.. . .. . . .. - -- - 1 -- -- - - -- - - 1 -- - - -- ; -- - LPGX - -- - -- 'r - - - - 4 - 111 - 4 -- - - - - 111111111.1. 1111 PI .....1.1111•••••„1.1011 01.1.11.11.11.1111111. • 9 • .1' r — n — s r s ----- r — • • • - - • "T r r • ------ - r • ----- s ' ” ' " 1111.• • 1.51 11.141.•••••••••••• •••111.111.11111•111.0.1P 11 11111111.1.11••• .1.11 - -;- - - 4 - - - - - 4 ..-4.40.■ - urimi..-1- 4.41■44.. -7 " " " ' " „ %a 611111111•11111 - : -- - - -- - -- - — • - ...1.011t•••••■•••••••••••••••••••••••••• --;--f -; - 4 -- 111.1011111111.11.5 41. % 1 ----- 1.0,048. .111.1.1.11„1.. 101 .1 1.11,...1.1.4 • .11.„11$ ...1.1.1 I 1 • 1 Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Fill in Specific Roof Assembly Components and Identify Manufacturer (If a component is not used, identify as 'NA') System Manufacturer: V 4i NOA No.: � ' y�, 02' Design Wind Pressures, From RAS 128 or Calculations: Pmax1: 2 Pmax2: d 7 Pmax3: / Max. Design Pressure, From the Specific NOA System: . Deck: Type: A XWJz Z Gauge/Thickness: 51g Slope: o a e c. l a Anchor/Base Sheet & No. of PIy(s): Anchor/Base Sheet Fastener/Bonding Material: Insulation Base Layer: Base Insulation Size and Thickness: Base Insulation Fastener/Bonding Material: WJ /J NO J /NS VC 5 e Section C (Low Sloped Roof System) Top Insulation Layer. Top Insulation Size and Thickness: Top Insulation Fastener/Bonding Material: Base Sheet(s) & No. of Ply(s): 4 -93 1:34.so heet Fastener/Bonding Material: I tL Mteg - Ca,1(i I S AT" T (1 S Ply Sheet(s) & No. of Ply(s):,,? G- 4/ Pty Sheet Fastener/Bonding Material: 457`MD .312. Typo 4 /1/457- 413 z 7` Top Ply: GAF G C A //VE.4 SrJ. z - CAmPSAvEE7- Top Ply Fastener/ Bonding Material: /¢ -sT '7, 3/2. rrocC 4 ktj h7U Surfacing: Fastener Spacing for Anchor /Base Sheet Attachment Field: ' oc @ Lap, # Rows t2, @ 9 ' oc Perimeter: � , ' oc @ Lap, # Rows @ • oc Comer: f • oc @ Lap, # Rows Y @ Number of Fasteners Per Insulation Board Field -- Perimeter — Comer 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. /1F6ZAS S 75 — g S= G4F6c AY 9 L.)/ 7",i/ is/o 7 . 4sP,/4.7 G 4FGceS M;N8 Su4 Q ct C •4 P .r - -, - 64L v4' " ' R4. .60. soe-E oR /P k % 5 /PPEv& FT. ?FT. • Parapet Heiaht Mean Roof Height i 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 he content of this section.. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roof.ng 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. tre- 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. _,LC 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 Zories) of the Building Code. (The roof deck is usually concealed prior to removing the existing roof system). /s- 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with conunon roofs, the roofing contractor and/or owler should notify the occupants of adjacent units of roofing work to be performed. x 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. pgc_ 5. Fowling Water: The current roof system and /or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. ,, 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the Florida Building Code, Plumbing. _ Arc 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 th .ervice life of the rcof. Cwner's /Ag nt's Signature C: IDOCU ME- Mmp 1 If SJ.d..c Date Contractor MIA MICA 5/23/2002 9:50 PM 5/23/2002'8:49 PM 5/23/2002 8: PM 5/23/2002 8:27 PM 5/23/2002 8:16 PM FROM: Fax TO: 3056685161 FROM: Fax TO: 3056685161 FROM: Fax TO: 3056685161 FROM: Fax TO: 3056685161 FROM: Fax TO: 3056685161 This product is approved • n , ed herein, and has been Zone of the Florida : . . ing Code. DESCRIPTIO . GAF Conventional Built -Up Roof System for Wood Deck This NOA consists of pages 1 through 21. The submitted documentation was reviewed by Frank Zuloaga, RRC PAGE: 001 OF 021 PAGE: 001 OF 021 PAGE: 001 PAGE: 001 PAGE: 001 OF 021 OF 021 OF 021 • UILDING CO PRODU w ONTROL DIVISION OTICE OF ACCEPTANCE GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 SCOPE: OMPLIANCE OFFICE (BCCO) MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 • NOA is bein der the applicable rules and regulations governing the use of construction materials. The . ocumen ton submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or , : - a fails tb4 neet the requirements of the applicable building code. omply with the High Velocity Hurricane ELIN : Each unit shall bear a permanent label with the manufacturer's name or 1• :o, city, state and followrn_ - ement: "Miami -Dade County Product Control Approved ", unless o -e noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. OA No: 02 -0408. ipiration Date: 11/04/03 Approval Date: 05/23/02 Page 1 of 21 Deck Type 1: Deck Description: System Type E (1): 5/23/2002 9:50 PM 5/23/2002 PM 5/23/2002 8:38 PM 5/23/2002 8:27 PM 5/23/2002 8:16 PM Wood, Non - insulated New Construction or Reroof 19 / or greater plywood or wood plank decks Base sheet mechanically fastened. All General and System Limitations shall apply. Base sheet: Fastening Options: Ply Sheet: Cap Sheet: FROM: Fax TO: 3056685161 FROM: Fax T0: 3056685161 FROM: Fax TO: 3056685161 FROM: Fax TO: 3056685161 PAGE: 018 OF 021 PAGE: 018 OF 021 PAGE: 018 OF 021 PAGE: 018 OF 021 FROM: Fax TO: 3056685161 PAGE: 018'0F 021 GAFGLAS #80 Ultimani Base Sheet, STRATAVENT® Eliminator Perforated Nailable, RUBEROID Modified Base Sheet, RUBEROID® 20, RUBEROID SBS Heat- WeldTM Smooth or RUBEROID SBS Heat -Weld 25 base sheet mechanically fastened to deck as described below; GAFGLAS® Ply 4 ®, GAFGLAS Flex P1y 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure —45 psf, See General Limitation #7) GAFGLAS® Ply 4 ®, GAFGLAS Flex Ply 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -Tec (GAF UTE) #12 or #14 Screws and 3" Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure —45 psf, See General Limitation #7) GAFGLAS Flex P1yTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at d fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the teld. (Maximum Design Pressure —52.5 psf, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill-Tec (GAFTITE) # 12 or # 14 Screws and 3" Plates, 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maxinuum Design Pressure —60 psf, See General Limitation #7) Any of above Base sheets attached to deck approved annular ring shank nails and 3" inverted Drill -Tec (GAFTTTE) insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure —60 psf, See General Limitation #7 GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -Tec (GAFTITE) # 12 or #14 Screws and 3" Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —75 psf, See General Limitation #7) One nr mnrr plies of (1AFCR ASID PLY 4 ®, GAFGLAS® PLY 6® ply sheet, #80 Ultima, RUBEROID MOP Smooth or RUBEROID 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 40 lbs./sq. (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. NOA No: 02- 0408.09 Expiration Date: 11/04/03 Approval Date: 05/23/02 Page 18 of 21 Surfacing: Maximum Design Pressure: See Fastening Above 5/23/2002 9:50 PM FROM: Fax TO: 3056685161 PAGE: 019 OF 021 5/23/20Q2 8:49 PM FROM: Fax TO: 3056685161 PAGE: 019 OF 021 5/23/2002 8;38 PH FROM: Fax TO: 3056685161 PAGE: 019 OF 021 5/23/2002 8:27 PM FROM: Fax TO: 3056685161 PAGE: 019 OF 021 5/23/2002 8:16 PH FROM: Fax TO: 3056685161 PAGE: 019 OF 021 (Required if no cap sheet is used) Install one of the following: 1. GAF Special Roofing Bitumen with an application rate of 20 lbs. /sq with an application rate of 1.5 gal. /sq.; or GAF WEATHER COAT® Emulsion (Matrix 305 Fibered Emulsion) with an application rate of 3 gal. /sq.; or GAF Premium Fibered Aluminum Roof Coating (Matrix System Pro Aluminum Roof Coating Fibered 301) with an application rate of 1.5 gal. /sq. 2. Asphalt flood coat at an application rate of 60 lbs. /sq. ± 20 %; plus gravel or slag with an application rate of 400 lbs. /sq. & 300 lbs./sq., respectively. 3. Top Coat Surface Seal SB (Matrix 602 SB Coating), Top Coat MB Plus (Matrix 715 MB Coating), GAF WeatherCote or WeatherCote LOW -VOC applied at rate of 1 -1.5 gal/sq. NOA No: 02- 0408.09 Expiration Date: 11/04/03 Approval Date: 05/23/02 • Page 19 of 21 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION [1 - 3 - col -Q 40 PERMIT STATE OF FLORIDA: COUNTY OF DADE: THE UNDERSIGNED hereby gives notice t 713, Florida Statutes, the following Informati 1. Legal description of property and street a 2, Description of improvements: New oof 3, Owner(s) name and address: Interest in property: Owner ior 5. Surety: (Payment bond required by own Name and address, None Amount of bond $ 6. Lender's name and address: Non 7. Persons within the State of Florida desi by Section 713.13(1)(2)7., Florida Statute. Name and address: None B. In addition to himself, Owner designate 713.13(1)(b), Florida Statutes. Name and address: None Signature of Own Print Owners Name: g Sworn to and subscribed be jetg me this 3 day of Notary Public Print Notary's Name My Commission expires: (4>La at improvements will be made to certain real property, and in accordance with Chapter n is provided in this Notice of Commencement. �r dress: �,, 3. C a l ( &f,6 t TAx FOLIO NO. e k ) C c t r l 1 \ W i f f N e ct [ 4 xv Name end address of fee simple titleholder Same 4. Contractor's name and address: Main and Construction Company, 1910 SW 134th Ave., Miami, FL. 33175 r from contractor, if 9.5 OF FLORIDA. COUNTY OF DAUt 1 HEREBY CERTIFY that this. is a true copy of the nrtptnal frM th,. [Ore on � /� , A0 20 0 � WITNESS l y hen end Oflictal Scal. HARVEY R14 Imo, CLE'r , of Clm<er and County Cowls By ! D -C. nated by Owner upon whom notices or other documents may be served as provided the following person(s) to receive a copy of the Llenur's Notice as provided in Section 9. Expiration date of tfris Notice of Comm - nocmont: (the expiration date Is 1 year frnm the date of recording unless a different date is specified):, SO ' MY COM j3 CC 914 E1 Putrllalindervmt • BondodThru Notary Prepared by: Jose Vazquez 2pogt Mainland Construction Company �� Address: 1910 SW 134th Ave. Miarni, FL 33175 5/23/2002 9:50 PM FROM: Fax T0: 3056685161 PAGE: 021 OF 021 5/23/2002 8:49 PM FROM: Fax T0: 3056685161 PAGE: 021 OF 021 5/23/2002 8:38 PH FROM: Fax TO: 3056685161 PAGE: 021 OF 021 5/23/2002 8:27 PM FROM: Fax T0: 3056685161 PAGE: 021 OF 021 5/23/2002 8:16 PH FROM: Fax T0: 3056685161 PAGE: 021 OF 021 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex Ply 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum '." Dens Deck or 1 /2 Type X gypsum board is acceptable to be installed directly over the wood deck GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The fast layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be .applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs. /sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field- tested, are below 275 lbf insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and comer areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform with Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and comers). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) • END OF THIS ACCEPTANCE NOA No: 02- 0408.09 Expiration Date: 11/04/03 Approval Date: 05/23/02 Page 21 of 21 r PCM COVISSUIS WaT11114.5 (tem' R00136 5ISTBAS 06111)—Coodoued sral trodwpaatit toad me seek 6 itt. wPdt theitinfa the is.VOS ite roof system, It hart be plaxd baton the veas 01,1ANLAS Ft$ 41 or w it 47 May be stood to , Shalimar may be onchnclieelip otcueoad or dais and as • rmons vim misting root ,, ' ustisto mar teuSizad as a cont baud overEVERMA the fOlosaus systems. 3- rfACGIAS r or 'BOGUS Ply ary in the Class ft, li or root fit 41 Ry ol es tte name best * the Weems; roketootesodiated, *insulations - may hot Bopped or atedonicady WIlossTo&bise skirl 11°T PS BernSbeligalAFGLAS vose Sheetr * Whoosh, for Type Si *spbehtlass d gra= eared allot& ost:taLtsA betas. riaBatio Perforattertna-eirepPed end =las to 1st .tsitV.43:1gters511:14 abrakehramirwititS ;gory) be duke) actoisrattstitoWl ike GS *Oak stess Rbg ply sheet altarimd Veda side dont. too IN Tinos -.borrow torA iteppae. stat waged et sombes.iority WAS • P.F.Itubereiir any be. used for bashing is eas of the Vass too lerlbattol thts inctodes AWP feastsillW os gri B.rd Istrosner, ,^00111004 tre suitable alterrates fro Triel tity ChtrOadr A. rtirsila fict itiar"st iditteak Ai= the stt': _The %do of 1.1: en yowl baud is Artzteptebte otternate Ise lostromn. ewer r.4313k dodo, vat ina ottizrAyeavo saastine bawls bat-even Siri. tette boot id *A. tgoi4 S i it; toestiteposio vapertoolastrenebedital Om &enema PM igrisourete least its toe %Woe rams 0*. 8 et C WO* UAW letrttil=aind %Alt% wows. W assa2413. gravel with of the Wowing *MOO ftat P..1.! 6 7 CMOS 133 . Roomit,sYSTEM (16%)--contintsed abet PAT %rent Arty *Toot coonnelitet netts.ast Ciasitleten, 'nimbi* to tit included vista shelogooins %To A. 3 %yawls rote frw.t4 lit- r Hio 411400 ooar4.7oder an of the. tollool,atirss G or C.systems wpoole. Pe Toy iro ict *V Iestoctoor easy ba atilt VDUS EC Prembrat Base albit Sheet row tie wail to acts se eta ielloalos sired e Waft fdPiloW:- shoo - Cods A. s mid c• Trauma* asphalt, iot ma with gawk end Pas hits to socated ?Ammo tiotataa. Mad C-11132 class it leeittor. S Cue II; Wirt twos Peet& Wad Mete IsoateVaer (ettskagP ..corkofroocyalaweig- ceetrUitei colafeel. wood fisadviicr-ii*outeta composite.. c. an, Abet, istapourate. orerianwi PI/ suss Thom or ororoloyers 'type Ot WiFeliaPlY4* of * rehRIAS r•lot bgliftglia0 talitital4.001 OtACK4s6tvestatirfS IOU VOW fler, fang, ismanugaz, gratatit. egzoste. s, andisest oxoPoskot wood Viteribwori oemallitiL. phenott 2. le. -7 1 SbiseZIsse to mom lords Type OVirtAEGIAS P 4' tif °WSW Pret Ci3 Skeet One layer Ivin G3 'VMS Wool Sastacod rip Shear. ' Dodo *X Indine. lit • luoututiosis One or tans Wed "seim ri 4th.. mat. tio ilioPPo . Use %tot Cu tsvev of Type CA VaGiAS 115 BaSe %see. ny sheet eoe Ot sae artVie EVS( fIV A e GA TGLAS itt r , up, sbereu one toyer of Type 04 'SOWS lament Surfaced Cap sheer. Deft C.-15/52 bawls 2 incalationt One or mom layers pea& Blass Om isociallosto- orottosto- nothefismyanutata olorposte, petern/orethane omrposila , phenolic. te Bt. gibt (eat ism *Wood Oats 6 ira. Base Sheet One or mom byes of Type al 62 er iietribrinet Ore or Ewa layers orituberold lore tsmooth co gromdel. ltutesoki 'coeds Plot tgrantslal, ltobervid KO' (stunoth .01' gronttle) er itteighent •&*KI.A.S rtinend Surfaced sitticiShoel". •ot mopped. Ituberoid ticto Pile tyranule). losulativa (Options*. One. to most layers pear. woad fibet glass fibet. isoaariutete, wear*. rentitalsecYareeete conaike'phenottilW unstbame composite. wood fiberrAlOiranntate ccateroolta, our. Base Sheet Two ot toose twos of Wile ta of Q. - Wanes& I Sheet (ftefiosit)t eoe or room taro ef_Typt 31.. furshasol Oot ot 1101% tarn OfILObtaila WOW 0100 V Sionoto •Paberoid Torch Ms" toessostel, l'itsbesold titort &smooth or praser,,e1 or •Rutnerotii Ant _tad %Tnt). _ . Lop %eat ClitaGLAS atinvA Winced r ap Pleat% o Ist rapri. ' OotS h . . 1054"1", (OPtiveat): (te or sena *et% WM ‘liood. Vibe:, i n - oak --14/32 ladle= 34z- ftber, is/Arm:ram urataieso, ritatitseoPelehte 16900.!FiT-4 anthem =moat viosettatorrisiowaTories anaratite.-rei IP/ thkinesa. . Pir ShitSkt Tif Cr Rd= tikyisiS Of Type GS MA fty C.in -*GAiGio.S . .. • Fly 6' -- . . Up %Tett Typo G3 'CAMAS *Trak Surfaced rap Starre,Ant mopfoil.. ' • ' *sae t-15/32 with= 34/ Insaiallat (eptIeroot): Oast ot aso 0 ; usatt iaye SAT, wood Ober, ' fitaes; boclietuatate, inttlasoe, ___ ceerieetset, nriatrano aeoposiar. wood thoglooqTnurow toopestte, Band Sheet Two or arm 'Wets Of40:41d, el or G.I. thickness. itatobrasto On* to mom Wers of lore twoottrof BroutiO, • cop Onto Surfacon dip Sbeit"; loot socanzedr- anunde> co . :Itabtnthes*ciabsloschAvi Wastota), ltabotoid Mott cowed% . . Mesa C 1- Decks .0.1502 . leclivad ii2 -- Insolation (0onallts One or mos Iiiblifiiidlneicrpratid Cam methane comPodSa, wood. Gbes:fisOcy""Tanals esasptal. SW, Issoyaroado, watt*. Ttg Sinn& Ihren or roma triorx of lipe 61.1GIALAS Ply 4' thickness. • Surfacing *Spatial korai* Situsser 2.0 *Oa. ti S . Cilid. WI TEO StOSKS WWI NW WKIDIS OW. TM 12215S it I.. Utch OVA lettieed gm, vsocrifiate, elaiawar Issototton (Opeong): use at otlaylso peramcalipectolity.fibm – – =two composins, wood fiberlriso-riateratte.coatpdea. , ' - ' i BM Ily SharsU 'Nee et roordifets rilype BLOGNSEAS Pkr e ordARIL %Wass. VOIMMON 0111113 COLO StIal* • Sorfaeotot Solvet. We A becl lit intgati 2 usatattars Opitinteti)e bet Cot VA WS fabl. vtueil SW V 0 , Piy Shoe Thase or 001* Wes et Vs GS `610;146 14 4 it oc fiber. 2 lo. ams- Strtheingt Way IstesttieS gat te Miriam eixed roz4re st 1 Wm. ■•••••■•••••I PERMIT APPLICATION FOR MIAMI SHORES VILLAGE ✓ `Z Date r. 'T / Job Address k, k , 0,� , k ', Tax Folio t6( Legal Description ? IF v, 2AF'v Rt.sekc 251c Histoncally Designated: Yes No Owner/Lessee / Tenant Vo,,,, c ‘'''‘gtrsAhn.4,8-- Ut-to, Master Permit # 4 /O c / r Owner's Address t aL kl Stk . r� � (. ' Phone 1S1 -1 `k 3 0 Contracting Co. n C SJ 4 Address S Qualifier SS# h o n e 7 S 7 - 7 4 3 0 State # Municipal # Competency # Ins. Co. Architect/Engineer C.rcvU . . Q Nve-`ke Address Vg 1 Mr 1 sr 4. H , oct,: Fe33L62 Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION S A,1 Square Ft. / Estimated Cost (value) 4' C J" 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 Notary as to Owner and/or Condo President Date Notary as to Contractor or Owner - Builder Date My Commission Expires: My Commission Expires: Signature of C tor or Owner - Builder Z7'9 Date Date FEES: PERMIT . RADON C.C.F. lO 0 NOTARY 5 _ BOND , '3C TOTAL DUE - Zoning Building APPROVED A t 5-411.‘4,4, 4,%/q7 ,/� Electrical ` - Mechanical Plumbing Engineering Name and address of licensed contractor 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 Aug. 14, 1964 . ,19 Owner's Name and Address Anne Fusco N o 1154 Street . E. 91 T e r r . Registered Architect and /or Engineer Murray Roofing, Inc., 8775 S. W. 129 St., Miami, Fla. Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done___1.154 N. E. 91 T e r r . , Miami, Fla State work to be done and purpose of building (by floors) _______lra and for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation Roof Covering gravel - 29 squares Estimated Total cost of improvements $ 425_.._QD Amount of Permit $ 6.00 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 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 permit, as are licensed by Miami Shores Village. j r } ay _ Roofing, Inc., 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 —� O - 3 Date 8 ^��` �P1` Read, Sworn to and Subscribed before me. Disapproved ,) lV Date__ ' ( Signed) - � yr Building Inspe r My Commission Expires Notary Public, State of Florida 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- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. BUILDING ELECTRICAL PLUMBING ROOFING E PERMIT 0 Own of Build Architect Contract or Builde Legal Description Address of Building Lot 1 t 11 B MIAMI SHORES VILLAGE, FLORIDA DATE " 1. 17'"4,11 i 19 This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the applica- tion herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is, granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes respon- sibility for work done by his agents, servants or employees. /, 1 i . 1 01 ' •/): -- '' .-- signa , , : i.., ‘..- - 1 41, - - ‘41‘.... INSPECTOR In consideration of the issuance to me of this permit th it I agree to perform the work covered hereunder in comp ' e with all orlh ce mid regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In ao cepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. CONTRACTOR OR BUILDER N9 5623 I/ Contractor's / 7 License No Work to be performed under this Permit "AA.. A4 19 :"A t: L 1 Subdi- vision Value of 11 Amount of Project $ 42 ' 7 ' 41 11 Permit $ de D 961 BY AUTHORITY ABBOT 44594' MIAMI SHORES VILLAGE `/157--°?713 BUILDING INSPECTION DEPARTMENT 7c,_,/,57 APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement us the 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. Building Inspector Owner's Name and Address Registered Architect and /or . gincer.. .... ..... Name and address of lice ed contr,�ctor.1/..(.L,.C.Q Locatio,p and legal description of lot to be built on: Lot. 4 W / o P s ........ Block `�' // ��Subdivision Street and Number where work is to be done ... /. /-3 State work to be do and purpose of building (by Dots , p er__... „..9.. -- �d - a — No.��..„...j ....... Stree�t4 r ..._ S Disapproved ... Date (Signed) ® v G and for no other purpose. New Building Remodeling Addition Repairs No. o Stories To be constructed of Kind of foundati_o�t Roof Covering. Estimated Total cost of improvements $...1,/ Amount of Permit $. Pee (/ 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 \1'orkinen's Compensation Act. being Section 5966, Compiled General Laws of Florida, Permanent Supplement, anti has complied ss ith the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed ender this permit; and will post or cause to be posted for i ection on the site of the work such uhlic notice or notices as are required by the Act. The undersigned agrees to employ only such st}tradors, oq agrork tp be]performej under this pcnnit, as are licensed by Miami Shores Village. Rem.uks (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.._.__ Date 5 Read, Sworn to and Subscribed before me. Notary Public, State of Florida My Commiuion Expires PLANNING BOARD DATE Chairman Member \fcrnber Member NI ember .. .. _....._......_..._.— ...._....._ Member Council Approved Date Disapproved Date NOTE: A charge of 31.00 will be made for making corrections or changes to this application after approval has been obtained from the I'L.nnir,;; Board. A rc- Inspection Ice of 31.00 will be charged when such re- inspection is made necessary by Improper notice for inspection or faulty materials anti /or workmanship. ACTION ROOFING CO. INC. PROPOSAL - CONTRACT MAME James Fusco STREET 1154 Northeast 91st Terrace CITY Miami Shores PROPOSAL SUBMITTED TO STATE Florida W hereby submit specifications and estimates for Re -roof entire house, excluding dining room and garage areas. Remove present roof to smooth, workable surface, and make ply - able for new gravel roof. Replace up to fifty (50) linial feet of rotten lum- ber, as necessary, at no charge. All rotten lumber replaced above fifty (50) linial feet will be at One Doll.r ($1.00) per linial foot. Tin cap down one (1) thirty (30) lb. base sheet. shingle in two (2) fifteen (15) lb. felts in hot asphalt. plash roof wall with ninety (90) lb. roll roofing paper. Apply three inch by three inch (3ttx3tt) gravel stop on entire perimeter. seal up same with plastic cement and membrane. Top off entire roof with hot asphalt, with gravel embedded there -in. The new gravel roof (at the above specified location) at the above job address will be guaranteed by ACTION ROOFING COMPANY, INC. for FIVE (5) YEARS against any leakage due to poor workmanship, or by the failure of the materials used. All work done at the above job address will be in accordance with the DADE COUNTY (FLORIDA) BUILDING CODE. All roofing trash from the above job. address wil be pie d p and remov d fro t e same address. -Ce0 3/ 5‘ / /9/ ‘ .J T: Q ....Iv J _ r i PHONE 1 DATE: 756 - 1781 5/15/86 JOB NAME. James Fusco STREET 11 54 Northeast 91st Terrace CITY STATE Miami Shores Florida Page No. 1 of 1 Pages We hereby propose to furnish labor and materials — complete in accordance with the above specifications, for the sum of Twenty -Nine uundred 2,900.00 dollars (1 ) with payment to be made as follows One , uhalf (') down ($1,450.00) to start, with the complete balance ($1,450.00) due to be paid upon the completion of the job. All material is guaranteed to be as specified. All work to be completed in a workmanlike mainer according to standard practices. Any alteration or deviation from above specifrcattons involving extra cost', will be executed only upon written orders, and will become an •xtra charge over and above the estimate All agreements contingent upon strikes, accidents or delays beyond our c• rF of This propose ubiect to 'coot wit n thereafter at the option of the undersigned � Authorized Sig 3 0 days and is void `{err, Sr., president /Owner . _ _ —_ _- - __ __: c . ACCEPTANCE OF PROPOSAL CC 14169 The above prices, specifications and conditions are hereby accepted You are authorized to do the work as specified. Pay ent will be made as outlined above. ACCEPTED: Signature L _ -- � 7 Date _ Si gn�fure