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ROOFING
MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date at atte ! 3 _o 0 Time /D K E 76- Type lnsp'n _ Permit No. / L a�-UO a2 - d-7, Name Address 330 14 S p St Company Am r 4 / � Phone # 3tc �l�D ' d r! 7 For Inspector: j .. � . , z Name & Date Approved LT Correction ❑ s12/0 ®'s Re- Insp'n Fee ❑ 2© -' 1_c .4 7%t4 Tin 63as %31 - 2 )7; .- /tau' >Ie 1-f, 5 /1,P 7 1) 441.g MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Dag/ D Time Zit§ p ) Q Type Insp'n 1 Permit No. P P -a00 a • QS 6 ( Name a7x?4 t • Address —_ ✓O l' q J Company t i ° 11%16 Phone# _ ' e 5' 9 I •033 For Inspector: Approved Correction Re- Insp'n Fee Na & D sic MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date Ti Permit No. Type Insp'n Company 6 Ofill( Phone # / 5 ) f O For Inspect r: � ► : e :_ �:r• e �� (7z--(._ Approve Correctio Re- Insp'n Fee 3ps. x,53 -3333 2ooa- lb) PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date 04/30/2002 Job Address 330 N.E. 93 Stre Tar Folio Legal Description Historically Designated: Yes No Owners /Tenant Mr. Tasso Rumeliotis Master Permit# P)-71 a00c) — 95 c Owner's Address . 330 N.E. 93 Street Miami Shores Phone (305) 759 -4353 Contracting Quality Roofing Contractor Inc. Address 13800 N.W. 1st Ave. - - Qualifier Carlos Arocho ss Phone (305) 751 -0382 state # RC0058627 Municipal # Competency # 000017889 Ins. Co. Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFIN G PAVING FENCE SIGN WORK DESCRIPTION Tear off old roof to wood deck, replace rotted wood, tin cap glass base felt, install galvanized eave drip and flashing metals, mop 2 plies of tamply IV, surfacing gravel embed in asphalt Square Ft. Estimated Estimated Cost (value) $11,500.00 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 pemut 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 ELECTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNERS AFFIDAVIT: I construction and zoning. F that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating , I au 'orize r above -named contractor to do the work stated. an or C , ndo President Signature of owner Notary as to s er and/or My Commission Expires: MARYLOU HERNANDEZ MY COMMISSION # DD 060579 EXPIRES: October 10, 2005 4' , of . 4• Bonded Thru Notary Public Underwriters 0 RADON C.C.F. 6g. Signature of Contra M • or Oyer- Builder Notary as to • • ntractor or Owner filer My Commission Expires: Date SA42— Date ;isSY: MARYLOU HERNANDEZ .: al% c,rs MY COMMISSION # DD 060579 �� EXPIRES :October 10, 2005 ''gyp ,,, Bonded Thru Notary Public Underwriters BOND 3 d Q APPROVED: TOTAL DUE Zoning Building Electrical Mechanical Plumbing Structural Engineer High Velocity Hurricane Zone Uniform Permit Application Form Section A (General Information) Master Permit No. Process No. Contractor's Name ILA R C c. , Y 9 L Job Address 33® k ,E'. C13 S e'1 ROOF CATEGORY L�J Low Slope ❑ Mechanically Fastened Tile ❑ Mortar /Adhesive SetTile ❑ Asphaltic ❑ Metal Panel /Shingles ❑ Wood Shingles /Shakes Shingles ❑ Prescriptive BUR -RAS 150 ROOF TYPE ❑ New Roof L" Re- Roofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) • `8”, —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. _' L- LI L • • • , -L_' I • • • '.. -. • • ' L_1_c -- • - 1 ._ . ` L_ LI • _ 1 L rl- _.:._'_ 17. ; '� i j i i r - i i ; 1 ,_: :. - -tr' _ - : . ; , i I �'' _ ; ; �Iw_. r ! 1 �I 1 - ��.. T .! - ._ I - , 1 T t-� • =� ~ T_L.r -.-. _. • , �- � 7- ._ { - -.. 1 T - r -' ; } - 1 i I 'r' i 7-t"-r r r :-: _ T..` i - - LI ' _ ..._� _^'" ' -r r 11 :�. TL_' = ' - r t �' . ~ i .. . 1 - ' _, r, L : - I r. - _+..� . I .11� -�- � ri111 t r } = r •- I - , -� r ;_� ; -- 1. - --T - I � i _. .. ri7 - Fi -L i f f T im i - r . .l 1 . 1 1 �i Li.-L. I. - -. ' r i r. -I- 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 :17XJ O RnoL) PpCLI3 NOA No.: O1 0.S 0$. 0 Design Wind Pressures, From RAS 128 or Calculations: Pmax1: —5a2 Pmax2: -80.3 Pmax3: — )3). q Max. Design Pressure, From the Specific NOA System: — S2 Deck: f Type: (.J01Jc Gauge/Thickness: Slope: if Anchor /Base Sheet & No. of Ply(s): 10 I P Anchor /Base Sheet Fastener /Bonding Material: h)Ii Insulation Base Layer: Base Insulation Size and Thickness: Base Insulation Fastener /Bonding Material: Top Insulation Layer: Top Insulation Size and Thickness: Top Insulation Fastener /Bonding Material: Section C (Low Sloped Roof System) Base Sheet(s) & No. of Ply(s): (1' CAU.'S )) C- Base Stibet Fastener /Bonding Material: 1 X 1 12 \5 n&.i 1 4 1 3 J8 cct.f.S Ply Sheet(s) & No. of Ply(s): (2) '('i Ply Sheet Fastener /B n ding Material: i� ?9rou ea. ct. t - IWORp Top Ply: t 1') Top Ply Fastener/ Bonding Material: Pf ep rou -e.d, a'1��.�i f t ttx Surfacing: C - >r - au e—( Fastener Spacing for Anchor /Base Sheet Attachment r Field: 9 ' oc @ Lap, # Rows a- @ / i -0c Perimeter: (P ' oc @ Lap. # Rows Corner: C, ' oc @ Lap, # Rows © ' oc Number of Fasteners Per Insulation Board Field PA Perimeter /Jr9 Comer /0/9 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. FT. Mean Roof Height Parapet Heiaht 0 ft- SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. .J Y ' 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. 4 - 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). 1 1 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 vi wed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option of maintaining this appearance. 5. Ponding Water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. It - 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. Yk _ 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. CADOCV CIE- 1kmpLL.00ALS- 11T.mp1SECT10f1 1524.dac Date * QUALITY ROOFING CONTRACTOR, INC. 13800 N.W. 1ST AVENUE MAIM FL 33168-4849 PAY TO THE ORDER OF 111;41,;,, lkbtevry —61 en hanccd document . .sce_to DATE 6 1.• BankofAmerica. ACH Fa 063100277 details El 17491 63-4/630 FL 1$ &we,,9o 1348 ARS 8 Miami Shores Village 10050 NE 2nd Avenue Phone: 3 5- 795 -2204 Printett 5/ 7/2002 Applicant: TASSO Owner: RUMELIOTIS JOB ADDRESS: 330 Contractor QUALITY ROOFING Local Phone: 305 - 751 - 0382 Parcel # 1132060136340 ` V Signed: Fees: FEE2002 -2857 FEE2002 -2858 FEE2002 -2859 Signed: NE 93 Description Building Fee CCF Buildier's Bond Total Fees: Permit Status: Approved Permit Expiration: (INSPECTOR) Building Permit Permit Number: BP2002 -954 •RUMELIOTIS TASSO ST CONTRACTORS INC Contractor's Address: 13800 NW 1 AVE Amount $360.00 $6.90 $300.00 $666.90 /49 lo Construction Value: $11,500.00 Page 1 of 1 Legal Description: 1 53 41 6 53 42 MIAMI SHORES SEC 1 AMD PB 10 -70 LOTS 8 & 9 & E1/2 LOT 10 Total Fees: $666.90 Total Receipts: $0.00 Work: TEAR OFF OLD ROOF TO OLD DECK REPLACE ROTTED WOOD SURFACING GRAVEL EMBED IN ASPHALT If there is no permit package accessible on the job -site for inspectors to verify, there will be no inspections. Re- inspection fee is $50.00, which must be paid in advance before calling for another inspection. 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 application 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 responsibility for work done by his agents, servants or employees. BY: In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. v ^ (Contractor or Builder) BY: DINORAH V. CASSOLA 01 -99 OMAR A. CASSOLA 9325 N. BAYSHORE DR. MIAMI SHORES, FL 33138 PH. 305- 758 -4114 orde f 9 Pay to Dollars 8 BankofArfieric . . Premier Banking ACH R/T 063100277 For ':063000047': 00306 26 'r'' 3 Lo 4375 4375 �`77 b=... 63 -4/630 FL Date/ 0/— • 827 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 win be made to certain real property. and in accordance with Chapter 713. Florida Statutes. the following information is provided in this Notice of Commencement. 1. Legal description of property and street address: 330 N.E. 93 Street 2. Description of Improvement: Reroof to a new Gravel Roof. 3.Owner(s) name and address: Mr. Tasso Rumeliotis Interest in property: Owner Name and address of fee simple titleholder: N/A 4. Contractor's name and address: Quality Roofing Contractor, Inc. 5. Surety:(Payment bond required by owner from contractor, if any) Name and address: N/A Amount of bond $ 0 0 6. Lender's name and address: NIA 13800 NW 1 st Ave, Miami ,Florida 33168 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 6. 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 9. apiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date Is specified) Notary Public Print Notary's Name J `r. 61 *S$ liYwr 330 N.E. 93 Street Miami Shores, Florida 33138 Miami Shores, Florida 33138 S ignature of Owner s� Print Owner's Name /ASS° 7PW C/ /f Sworn to and subscribed before me is 777 day of pt/g' f ,20 (') WITN SS my h HARVEY f;UVIV CLE !!` , MY COMMISSION # DD 060579 cri EXPIRES: October 1 ' twig 4"' Notary Pubic Thru N �• ZOOS ic Underwriters STATE OF FLORIDA, COUNTY OF DADE 1 HEREBY CERTIFY that this is a : *of the original f th office on day of A D 20( _' red Official Seal. 02R312678 2002 MAY 21 10:47 premed by Carlos Arocho Quality Roofing Contractor, Inc. Address: 13800 NW 1 st Avenue Miami ,Florida 33168 County Courts D.C. ' WU, +3057516579 ABC SUPPLY ACCEPTANCE NO.: 01-0508.01. EXPIRES: 08/2.3/2006 PRODUtt 'CONTROL NOTICE OF, &CCEPTANCE Tarnko Roofing Products, Inc. 220 West Fourth Street Joplin ,MO 64804 The expense of such testing will be incurred by the manufacturer, '14F C e V, 1 F 1: F DITIONAL P CONDIMNS _RI NG CO D)C �C PRODUCT_ 2REYIlW COMMITTEE 393 P12 MAR 2? '02 17:14 •�c. r u luu l •••,fa1Na aorsuc. %A. ...mu < <. a'WI \a ✓/\ . • METRO -DADE FtAULER BUILDING BUILDING CODE COMPLIANCE OFVI METRO -DAD[ FLAGL1 R BUILDING I40 wrsr FI.AGU :R STREET, SUITE 1603 MIAMI. FLORIDA 33130.1363 (303) 373.2901 FAX pas) 375.2903 CONTRACTOR t.ICI:M.KING7 SECTION (305) 375.2527 'FAX (303) 373.338 coYrRACvAx ENVONCitmeNT DIVISION (305) 3754966 FAX (305) 375•2903 PRODUCT CONTROI. DIVISION (305) 375.2002 FAX (305) 372.339 Your applicution_tor. Notice of Acceptance (NOA) of: / Tamko 1110. Roof System over Wood Deck j under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Cotpliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure 'this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. Raul Rodriguez Chief Product Control Division 'NFRAL This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County. Florida under the conditions set forth above. APPROVED: O 23tZOO1 N045000 Rpc200011tampt►tatMadn ampwnu cow made.' doe Francisco J. Quintana, R.A. Director Miarnl -Dade County Building Code Compliance Office 1ntcrnct mail address: post master @buildiagcodconlinc.con+ ! Homopage: http : / /www.buildingeodeontine.com .. • ROOFING ASSEMBLY APPROVAL Category; Sub- Catceory; pee): Tour. Mnximyrrn Dgfign ?respire Fire Classification; TRADE NAMES OF (PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Product Awaplan 170 FR Awaplan 170Th' Awaplan Heat WeldingT "r Awaplan Premium FET"' Awaplan Premium" "r Awaslex Awaflcx FR ■ +3057518579 AEC SUPPLY Roofing Built-up Roofing Wood -60 psf See General Limitation #1 Dimensions Roll weight: 98 lbs.; 33' 1 1 " x 3 9 3 / 1 " Roll weight: 98 lbs.; 33' 11" x 39 Roll weight: 96 lbs.; 25'5 "x39 Roll weight: 101 lbs.; 33' H" x 39 i " d Roll ■vcight: 101 lbs.; 33' 11 "x39'/ Roll weight; 76 lbs; 33' x 39 -3/8" Roll weight: 76 lbs; 33' x 39 -3/8" Test Specification ASTM D 6164 Type 1 ASTM D 6164 Type( ASTM D 6164 Type 11 ASTM D 6164 Type 11 ASTM D 6164 Type 11 ASTM D 5147 ASTM D 5147 Page 2 393 P13 MAR 27 '22 17:15 Approval Date: Atteuvt 23.2001 11xpirttion Date: Autust 23, 2006 Product nsscrixlj A 180 gins polyester reinforced SI3S modified bitumen tnembranc surfaced with granules and treated for additional fire resistance. Applied in hot asphalt or cold adhesive. A 180 g/m'- polyester reinforced SBS modified bitumen membrane surfaced with granules. Applied in hot asphalt or cold adhesive. A 250 g/m polyester reinforced SBS modified bitumen membrane surfaced with granules. Applied by torch and also used as a walkway material. A 250 g/m' polyester reinforced modified bitumen membrane surfaced with granules. Applied by hot asphalt and also used as a ■vall: way material. A 250 On' polycstcr reinforced S(3S modified bitumen membrane surfaced with granules. Applied in hot asphalt or cold adhesive, and also used as a walkway material. SI3S modified cap sheet constructed with a 155gnt /m' non - woven polyester mat saturated with asphalt, coated on both sides with SBS rubbcr modified asphalt and surfaced with ceramic granules for UV protection. SOS FR modified cap sheet constructed with a 155g,n /m' non - woven polyester mat saturated with asphalt, coated on both sides with SE3S rubber mod ified asphalt, FR treated. and surfaced with ceramic granules for UV protection. Frank Zuloaga, RRC Roofing Product Controi Examiner Product Awnplan Versa- Smooth Awaplan Versa -Flex Base- N- Pty@ G11ssBaseTM Tam- CapT "' Tam -Glass Premiums''" Roil weight: 53 lbs.; 161' 9" x 39.3/8" Tam -Ply 1V'r "' Type 43 Base Sheet Vapor- ChanTm Emulsion Tam -Pro Primer +3057518579 ABC SUPPLY Dinacnsjna Roll weight: 100 lbs. 33' 11" x 39 Roll wcight: 76 lbs; 33' 11" x 39 -3/8" Roll wcight: 72 lbs.; 108' x 36" Roll weight: 72 lbs.; 97.5' x 39 -3/8" Roll weight: 83 lbs.; 32' 11" x 39 -3/8" Roll wcight: 44 lbs.; 161' 9" x 39 -3/8" Roil wcight: 85 lbs.; 72' x 36" Roll wcight: 86 lbs.; 32' 1 I" x 39 -3/8" Versa -Base FRTM Roll wcight: 60 lbs.; 48' 2" x 39-3/8" Versa-Baser" Roll wcight: 94 lbs.; 48' 2" x 39.3/8 " Vcrsn -Cap FR"' Roll weight: 87 lbs.; 33' x 39 -3/8" Tam -Pro Fibcred 5 gallon 5 gallon Test- t.. iticatlon ASTM D6164 Typal ASTM D 6164 Type 11 ASTM 0 4601 ASTM D 4601 ASTM D 3909 ASTM 0 2178 Type VI ASTM D 2178 1 'ypa IV ASTM D 2626 ASTM 0 4897 Type 11 ASTM D 5 147 ASTM D 6163 Type! ASTM D 5147 ASTM D 1227. type I I ASTM D 41 Page 3 393 P14 MAR 27 '02 17 :15 Product Description A 180 g/tn= polyester reinforced Sl3S modified bitumen membrane. Applied in I hot asphalt, by torch, or mechanically fastened, as a base ply in 2 ply modified systems. A 190 g/m :nonwoven polyester reinforced SL3S modified bitumen membrane. Applied in hot asphalt, as a base ply in 2 ply modified systems. Typo 11 asphalt impregnated and coated glass fiber base sheet for use in conventional and modified bitumen built - up roofing. Type 11 asphalt impregnated and coated glass fiber base sheet for use in conventional and modified bitumen built -; up rooting. Asphalt itnpregnaled and coated felt surfaced with mineral granules used as the top ply in conventional built -up roof membranes. Type VI asphalt impregnated glass felt for use in conventional and modified bitumen' built -up roofing. Type IV asphalt impregnated glass felt for use in conventional and modified bitumen built -up roofing. An organic felt reinforced asphalt base sheet. Applied in hot asphalt or mechanically fastened. Heavy duty fiber glass base sheet impregnated and coated on both sides with asphalt with or without a fine mineral stabilizer. Surfaced on the bottom side with coarse mineral granules embedded in hot asphaltic coating. Asphalt impregnated and coated glass fiber base sheet for use in conventional and modified bitumen built -up roofing. Asphalt impregnated and coated glass fiber base sheet for use in conventional and modified bitumen built -up roofing. A fiberglass reinforced, mineral surfaced, SI3S modified bitumen top miinbrano. ' Protective coating. Frank Zuloaga, RRC Roofing Product Control Examiner +305751E3579 AEC SUPPLY Product Dimensions Tatn -Pro Fire Rated 5 gallon Aluminum Roof Coating EVIDENCE SUBMITTED: Test Agency /Identifier Factory Mutual Research Corporation Underwriters Laboratories, Inc. Dynatcch Engineering Corporation Exterior Research & Design, LLC. \c\ Test tic tb AS TM D 2824. type 111 Comparative Rupture Testing Class 1 Fire Class I Fire; 1.90 Windstorm Classification Class 1 Fire; 1-90 Windstorm Classification Fire Classification •- see current directory Wind Uplift Resistance Wind Uplift Testing Wind Uplift Testing Wind Uplift Testing Page 4 Product Description A Ilnmc retardant protective coating that funns a highly reflective surf cc. Renort 1.1. 4D0A7.AM J.1. 0Z4A3.AM 1.1. 1D4A7.AM J.I. 3135A9.AM R3225 R3225 -I through 13 4440.05.95.2 4440.05.95.1 4444.06.98.1 393 P15 MAR 27 '02 17:16 Date 10,21.98 08.27.97 10.20.97 08.27.97 Published Annually 02.17.94 05.01.95 05.01.95 06.1 5.98 Frank Zuloaga, RRC Roofing Product Control Examiner +3057516579 ABC SUPPLY vouvutO Emma i•ROauCT5, INC. 393 P17 MAR 27 '32 17:16 Accuptsttco No 01. 0301101 Deck Type 1: Wood. Won - insulator,' Dock Description: "In" or greater plywood of woad papal: decks Systen, Type l;: Bata Sheet meelt:,nirs.11y attached A1I General lad System t,:ntiuttlu apply. Onc ply of 'rutrko Clitss- rinse, Vcror.C:te,t or nazi:-N -Ply t tr t■c ,lack t> deeertbed below• 13ttsu Sheet' rastcntng �Iv Sttcct. r'ap Spec: Surfacing (Optlan 01) Attack base s$wct using 1 i ga. annular riogsitwtk +lulls odd 1.ini" dint .eter tin caps spaced 9" o.c. in S 4" lap and 9" c c In two st:tµtcr rowt+,u t1t_ oorder of the sheet. (Meets —515 pr V, Sea Cement' LIsnIInthm 47.) (OpliMu s2) Attach Sese ,thee, using CF Dekfast or 014 Dckfest I"•acteners wtth CF We% Mates, SFS 412 or HO Instillin S, or Buildax Aautraa fasteners and )" Suuate Plates spaced 12" o.c. in a a•' lap u'd !2* o c, in two staggered row+ in the comer dote sheet (Moan: ••60.01sr/, See ar+rrrl► Lirrrilal h fl N7.) Two or more plies of Ttun- Glrtsu limns 'Lung of Tam Ply IV p:y,meetMAMA iv A +:l mopping ofapp'ovcd asphalt spotted w;thin the EVT rn,,gc and ,nt A rote of 20- i 4f1 I.ta.sq (0001 151) One ply er T,ant•Cnp* ndhcrrd is o lull tnopp'.'g cf approved mphel: .applied wttltiC the (,YT rtlitg,e and al a fstc of 2O.4D .lit: hq•• (Sec Tnntko aptthcrttIto iillIroetiOds rat approved med od of innsllaiioi+) (limo red If no crtrt thc,a is tie cl; lttsta•I one orth fel ' . 1 IV g.siI. ns f ercd n:untint costing (tip ■quere f'• rtipic.►I Asphalt rrotlurts AIut Ito Urite 11 O. Inn•• I`ro 1a n.tiotlnat't Root Conlcng), 3 gu!1.tt +v j C:11UIsipn toe (,aiding 1■tt teluate. or ac.phAtt 3.1311N icatio.t TPLC of ?3.li lbs. /so C.cattubt fihnl; .,crirC'tn$ :o tItc nsnnuracttrcrl' rueontasendtaons rcg rdtny creel Cc appl,ertion rata nod ,w,.'heriny Flood Cant w++I► nn appiicanoa reie of 60 •bs /tier o•ut:e.ivel or sla st+tt;t t+t! appiirat+on ruts of 403 or )O0 Ibs /In resprvIt &';y htaxi•tt+, Doc ftn Pressurc Sec /hue Slier r'gfreriiug Qplimi•• nhvve Pegs 17 rank Zuloaga. . C Meting Precut* Control R.ram;ner +3057512579 AEC SUPPLY 393 P19 MAR 27 '02 17:17 tAMKO ROOFING PRODUCTS, INC. Acceptance Na:0 Q!U8.Dt WOOD DECK SYSTEM LIM MATIONS... 1 A s' sheet is required with My 4 acd Pty G l.ttcl. vzed 01. n tustetled 1u10.: or sheet C1;NE1:AL LIMITATIONS: • I Tire classification it not part of this accer)t:f'lee, rv1►t in 1 curro.ii Ai)p1t vAl Iiottti,,a stalls :all Dirustory for Iirc ratnlgs ofttlu product. 1'ttldntien misty bc trtstaitcsd u, rlluttiplo layers. 'no (trtt I: yer:lint! be nttnet' d u: eotupli ants• t�11 PrOduci Control Approval guidelines All other layers shall be ecllusretl in a I't I nwpfirg ol'appravttd asphalt applied wtfl;n the LtVT range and at n rate of 20.40 Pa isn or ntecl,en C, I1 ' aitact1C.I t;sir,a t'to fastening pittom of the top layer 3. All standard panel sties ere acceptable for hs •.ieal etttehntcnt, 114.11 s:Thod ill a(torts%,xi espltltlt, %11tt10.in shall be 4' x 4' nutlnt.inu 4, At1 overlay itnsi/or recovery board insulotioh panel is required oat all appiveatiOuc over dusts) sell foam ulaulatloitis when the base sheet is tuft mopped if no recovery board ;I used the base sheet sails be applied using spot Mopping will approved asphalt, 12" d lanleter circlet, ?4 ' o c : or mopped b" ribbons la three rows, one et seek fidelap and one dolon the center of the street alIOw'trin continuous arts of ventitetian Encircling of the strips it rot ncccpttlble A G' break entail be pineca corny 12 in esth ribbon to *110w :rout vontilst'on. Asplla 1 npphc.hon of eidwr systcel ta k ,t1 tnirlu,wm MAC of 12 !b$ /14 Note: Spot attached tptta•,w sit:►tt tic until "U ton nut•tinturu 4 .C$ l1 J^ pretax/oaf .45 pas. S. rnstcner spaews for intsviatton enactment is based on a Minir)tt :ln CllarnaCr;st:c Pelrcr. (I`) '.11t l cf 271 1b! .:1s tested in cat:lpiisncc with Tdst't Application Stnndord TAS 103. l f tilts f•t`tc'scr via ":. as lead -test d. arc bo'ow 271 IV .nit tatio'.t attachment shall not 1 acceptable 4. I181Cikr too for iw rhanital attr.Cltnletll of PllchorflJQ sttck)t of „ten: nrana rttncltn is United 011 3 11'illitttuttl fastener tasist I'Ce v.dut: ill conluletlCr', wi :It the ln:t si ll,111 e: t,thuc l,Stxi l0it SpCl:'r4 Lytton St'outd the (ttitene ste■ns "CC tar lest 111ns1 ant rcn:n'Ct1 :u. Ct ,:rrtt' „act: by lava: Ot,ttdnly O(Tirinl, n (milted rtltts'Avr ta1rIC,.113. rrcc roll, g1oted anti 5Cd1cd t,) r :!iurttla 1tt,'a1storatt Gnl;i•tccr, Architect., or Registered Ron! Corlsult3:11 ay 13.4 3146, .1,0‘6 1 t; ;I Iustcncr ap.• ' thrill ul t w tlldrawn! resntnner. value 5 :n d,1't!3'f/1S OS .rl,i calculations to compllnt :c vial, R.00 1t Ariptic:lt.Cn Slandar' RAS 11 7 Nrtti cter and curve' areas shall wmply with th1: enlinAcc:t upIi:; pressure •cq.ltrc,uents of tltcle 'scats. r1Stcner dcnsthc] 3) 8 bc inUCAtee dos be it ;ttsvl;,:toa onsi hose theei ris en'etll tte 111 contphance with 11oufnr AppheltiCrt SlAt•dnrt1 ItAS 11 (When lit:s Inn:t:tt'on is snet rcrcrrod x111110 titre i'40A,Ccnc►:+I Linitt:,ti'a (41 will not lie streliculllc. Al) attachment Ortd sizing of periintlitt tuallery rnrirl pronto. 11 d'4r ('1511111' , CI , air, l ie11 Ocsli.11 St,All confirm with Arsnlieauot S:andnrd RAS 1 1 l :1 „d n;tpiitn: soAt1 13 requttc^ t) T nla,ialunl ckaigned ressil•Ql.initatioo t) T that: be lvollent)IC t0 n.t roc; proieurC Aot+ts ( •. r perimeters and cornets). Neither rai1O:13: utnlys s. ncr Caintrt .1%ico u11aU he tern +iILcc fur enlulnecd f.,saltsng Al onitatlecd press"ra iottes (i.e. ruri „ctar• cv.lt:ntit:d eor'lcrs .1ttd conlctS) (\S'trett this 411140ttort (tt sticcilic:111y referred • tklx S OA, Guilt. r:s1 Lintir.Ilinn >r7 will nut Ise applicable) Page :1 (rant; Zutoaga. RAC atoefl,ls rroduct Control Extrn;ner +3057518579 ABC SUPPLY 'rAMKC itQOFlti'c PRODUCTS. INC. PT. t, T ' RI) + 'DIT1 Pagc : 9 393 P19 PIER 27 ' 02 17117 Ascttpt:us= NO :O(41:011.1)1 S 1 Ranovnl 0111t4 AccupLuttec (appru shall haculstticrcd'a1t L n'ono ililpiic.utiOlt h:ts Iseult fled slid Mc original stibtnilled tlol:ulitCi,ltttidu• olclutlm% test 5uhpt ti ;11n, cttyuttnairlb tloct►muultc, aro uc ulduf Ilse,, eight (ti; yU.Irr Any and all approved prtducta Shull be pennnnctllly Inba11r4 wish Lite nsn, rpc urct's name, City. stile. and tlsc 10110%t11ng $tolcrn►ilt 'Minn-patio County hrutlut.t Control Ai ntrovctl ", Or tut speciti.:r,1'y seatcet ,a dii Specific conditiemi at' obis Accuptnocc. 1 ii,t:neotals of Acceptance will not be coosittur,; 1 ; Theft 14 bc■In a OlUtli a in the SOU' riOnda aurhliii Colic aeltet iig Il.c e.a1,1aisoli tt( 11116 product end the product is not iu e0a1111iai'Ca with ( 1,0 coda changms, p) Thu product ,s no banger tlw manse product (iden•efl) al +hr` ona pi:gm :01y aplt,oscd: c) 1i Oa Accotnanec holder hos not e0tipliod wills all t1,c roilvir.nicnts ol'this ucc.pt.tucc, i t& the correct insteuntia of the pruduci. C1 TP.e engineer who 0rigta:,ily prepared, Sig :tJd and ot:ided ttte ret ' tee. dccuntci•taclo.t ir' itiJvty tubnuucd, Is no 'anger przet,GnL► ttte ciiptie0 protcssion, Any rel'rslon or Ct inge k LIT ntaterials. Lsc. 33O/or rnl,wfnctute at the prod ,rt or ;Iraccs; tha11 =cam sties Ity tie cousn for termination ination of dos Atr.eptanco, un est prior v t;11en ap;trrtvsl has been rugnes: 4 (tS% rough the ft.irtg ors re rtt,ein opplicatrmt wittt epprotrrtatd rao) ttta grr..'t d by ih:t Ofrrr;e okay elite (*Mowing that114oh,: Wounds fcr re•mCvo1 MI 1114 AcanntA,tN. n) Unsnusftctory ricrforme^ce of !Isis product or aro:ess; b) Misuse of that ACeeplitret: os a'i Vidsbesiewcat of ony ptod.ss•t, I:.) sr►h a, odsrtttitit'g to 1111y adtO' purpates G Th Not :r.c o Act optal :ce'Limber pre= cdint by the 'wcres titianti.D:uit: County. Floridn, roast toltot#ed by Ilse cop irat:on dale may he displayed .n advertilicg ttt.ratarc. 11 st ponies oftisc NOtiCC orA3eeptitttcC is d't1l :,yea, shills i S19111 b a do ie i t t:.•lirrav 7 A copy of this Ascotlneo wt .vr': l5 anprovve dr „wiisys pr.tl ci tiocun',nt*. when! 11 epttllva, 1. t)C prnvirterI t0 titc user by II :a ,nnnntA(t' 'ill rlittrCNtOrt urt:1 r l:a , tto ,tvl,ttibl. 10; inspection at the )Ct) rote ,it 411 tint!, 'i'rC c6piCS 11;,; rl nut a4 roses l.'rt by 1 s :agiitcar S Fuitt: G to .Otn(ttr wi1;. 'IA) sect on cif ;los Aci.cfLtiti c 1' b. !.Purist :■ti %i o rC' ttt�1:.tl Acccptanc.r. 9 T:';t A:ccatvtce Curtains pngcs I through 19. END OF THIS ACCM'rANC! Fronk Zu■3ai{a, RAC 1tec ll% Pr'Otluct Conlrest Ctknminer , (C.11';11. P . 1 9 .. • ROOF COVERING MATERIALS (TEVT) Roofing Systems (TGFU)— Continued Insulation: Rmax "Multi- Max ", Johns Manville "UltraGard ", Celotex "HyTec", Celotex "Energy -Lok ", Celotex "Thermax HyTec Plus ", Celo- tex " Thermax HyTec Plus 2 ", Johns Manville "UltraGard SP", Celotex "Top -R -II" or Rmax "Thermaroof Plus" (printed side down), any thick- ness. Membrane: Genf lex Roofing "Genf lex 1I EPDM ", 45 or 60 mil. TAMKO ROOFING PRODUCTS INC R12104 601 N HIGH ST, JOPLIN MO 64801 ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT . Class A 1. Deck: NC Incline: 3 Base Sheet Type G2 "Apache Base Sheet". Ply Sheet: Three or four plies, Type G1 "Apache Ply Sheet". Surfacing: Gravel. • TAMKO ROOFING PRODUCTS INC R3225 601 N HIGH ST, JOPLIN MO 64801 For Uplift Resistance Classifications, See TGIK Found in this Directory. Pittsburg-Corning foam glass insulation is a suitable alternative for use in any of the following roofing systems. "Awaplan 170" is a suitable alternate for "Awaplan Premium" in any of the following roofing systems using "Awaplan Premium ". 1 in. minimum tongue and groove board is a suitable alternate for 1/2 in. plywood decks with all joints blocked. Versa - Base" or "Versa -Base FR" are suitable alternates for the first base sheet in any of the following roofing systems. "Awaplan Premium" is a suitable alternate for "Awaplan Versa - Smooth" in any of the "Awaplan" systems listed below. Awaflex FR is a suitable alternate for Awaplan 170 in any of the following roofing systems. Polyisocyanurate and Polystyrene insulation can be used in any of the following insulated noncombustible systems when covered with a minimum thickness of 1/2 in. perlite or wood fiber board. "AwaFlex" is a suitable alternate for "Awaplan 170" in any of the following systems. "Awaplan Heat Weld" is a suitable alternate for "Awaplan Premium" and "Awaplan Versa Flex" is a suitable alternate to "Awaplan Versa Smooth" . " Awaflex FR" is a suitable alternate to "Awaplan 170 FR" in any applicable noncombustible Classification. ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT "Tam -Ply IV" ply sheet can replace "Tam -Glass Premium" in the following Class A, B or C roofing systems. "Vapor Chan" venting base sheet can replace "Glass- Base" base sheet in the following Class A, B or C roofing systems when limited to noncombustible decks. "Base -N -Ply" is a suitable alternate to "Glass- Base" in any of the following systems. "MasterSmooth" is a suitable alternate to "43#Base Sheet" in any of the following systems. The following noncombustible systems may be installed over a minimum 112 Type X gypsum board mechanically fastened to a combustible deck for the rating to be maintained. ' Unless otherwise indicated, these constructions may utilize any thickness of perlite, glass fiber, polyurethane, isocyanurate, combination isocyanurate/ perlite or polyurethane /perlite insulation hot mopped or nailed. Wood fiber insulation is a suitable substitute on noncombustible decks only. Class A 1. Deck: NC Incline: 3 Base Sheet (Optional): 1 or more layers of Vent -Ply, hot mopped in place. Ply Sheets: 3 layers Type 15 perforated asphalt organic felt ( "Tri-Six" ) or 4 layers conventional Type 15 perforated asphalt organic felt, hot mopped at 25 lb/ sq/layer. Surfacing: Gravel, crushed stone or slag. 2. Deck: C -15/32 Incline: 1 Base Sheet Type 15 asphalt organic felt base sheet, hot mopped. Ply Sheets: 3 layers Type 15 perforated asphalt organic felt, hot mopped. Surfacing: Gravel, crushed stone or slag. 3. Deck: C -15/32 Incline: 3 Base Sheet: Type G2 "Glass Base ", "Tam Ply IV ", "Vapor Chan ", "431b Base Sheet" or "Tam -Glass Premium ", hot mopped or nailed. Ply Sheets: Min 2 layers Type G1 "Tam -Glass Premium" or "Tamply IV ", hot mopped. 2000 ROOFING MATERIALS & SYSTEMS DIRECTORY LOOK FOR THE UL MARK ON PRODUCT ROOF COVERING MATERIALS (TEVT) 413 Roofing Systems (TGFU)— Continued Surfacing: Gravel in a flood coat of hot roofing asphalt at 60 lb /sq. 4. Deck: NC Incline: 3 Base Sheet: Type G1 "Tam -Glass Premium" or "Tam -Ply IV' ply sheet or Type G2 " Vent -Ply" base sheet, hot mopped or nailed. Ply Sheets: Minimum 2 layers Type G1 "Tam -Glass 'Premium" or "Tam -Ply IV ", hot mopped. Surfacing: Gravel in a flood coat of hot roofing asphalt at 60 lb /sq. 5. Deck: C - 15/32 Incline: 3 Insulation: 1 in. minimum glass fiber or perlite, nailed or sprinkle mopped. Base Sheet (Optional): Type G2 base sheet, "43 lb.' Base Sheet", "Glass- Base" or "Vent -Ply" or Type Gl ply sheet, "Tam -Glass Premium" or "Tam -Ply IV ", hot mopped or nailed. Ply Sheets: 3 layers Type Gl "Tam -Glass Premium" or "Tam -Ply IV ", hot mopped. Surfacing: Gravel in a flood coat of hot roofing asphalt 'at 60 lb /sq. 6. Deck: NC Incline: 1-1/2 Base Sheet: Type G2 "Glass- Base ", "Tarn-Glass Premium" or "Tam -Ply IV ", hot mopped. Ply Sheets: 2 or more layers Type GI "Tam -Glass Premium" or "Tam Ply IV ", hot mopped. Surfacing: Type G3 "Tam- Cap ", hot mopped. 7. Deck: NC Incline: 2 Insulation (Optional): 1 -5/16 - 3 -1/4 in. max. in. glass fiber perlite or woodfiber, isocyanurate sprinkle mopped. Base Sheet (Optional): 1 or more Type G2 "Vent- Ply ", "Vapor- Chan"; Type G1 "Tam -Glass Premium ", "Tam -Ply IV" or "Glass- Base ", hot mopped. Ply Sheets: 1 layer "Awaplan Versa - Smooth" surface (modified bitu- men), hot mopped or heat fused. Surfacing Type G3 "Tam -Cap ", hot mopped. 8. Deck: C -15/32 Incline: 1/4 Base Sheet: Type 15 "43# Base Sheet ", Type G -1 "Tam -Glass Premium ", "Tam -Ply" IV" or " Glass- Base ", nailed. Ply Sheets: 2 or more layers Type G1 "Tam -Glass Premium" or "Tam -Ply IV ", hot mopped. Surfacing: Type G3 "Tam- Cap ", hot mopped. 9. Deck: C -15/32 Incline: 1 Base Sheet: One or more layers of Type G2 "Glass-Base", "Versa- Base" or "Vapor- Chan", hot mopped or mechanically fastened in place. Ply Sheet: One or more layers of Type GI "Tam -Ply IV "lor "Tam -Glass Premium ", hot mopped in place. Cap Sheet: Type G3 "Tam- Cap ", hot mopped in place. 10. Deck: C -15/32 Incline: 2 Base Sheet: One or more layers of Type 15 "43# Base Sheet", hot mopped or mechanically fastened in place. Ply Sheet: Two or more plies of Type G1 "Tam -Ply IV" or "Tam -Glass Premium ", hot mopped in place. Cap Sheet: Type G3 "Tam- Cap ", hot mopped in place. 11. Deck: C -15/32 Incline: 2 Insulation (Optional): Perlite 3/4 in. thick min. or polyisocyanurate, 2 in. thick min. Base Sheet One or more layers of Type G2 "Glass- Base ", "Versa- Base" or "Vapor- Chan ", hot mopped or mechanically fastened in place. Membrane: One layer of "Awaplan Versa - Smooth" (modified bitumen), hot mopped or heat welded. Cap Sheet: Type G3 "Tam -Cap ", hot mopped in place.' 12. Deck: NC Incline: 3 Base Sheet: One or more plies of "Tam -Ply IV ", hot mopped or mechanically fastened. Ply Sheets: One or more plies of "Tam -Ply IV ", hot mopped or mechanically fastened. Surfacing: Gravel, crushed stone or crushed slag, in a flood coat of hot roofing asphalt. Class B 1. Deck: C -15/32 Incline: 1 Base Sheet: One or more plies of Type G2 "Glass- Base ", Type 15 "43# Base Sheet ", or Type G2 "Vapor -Chan", hot mopped or mechanically fastened in place. Cap Sheet: Type G3 "Tam- Cap ", hot mopped in place. 2. Deck: C -15/32 Incline: 3 Base Sheet: One or more plies of Type G2 "Glass- Base ", Type 15 "43# Base Sheet ", "Versa- Base" or Type G2 "Vapor- Chan", hot mopped or mechanically fastened in place. 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. Owner's Name and Address Registered Architect and /or Engineer Name and address of licensed contractor MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT fl R, Ist S ly e66 Street and Number where work is to be done.. 33 _ State work to be done and purpose of building (by floors) Permit No .._.____._.I G1 Date Disapproved ,.- - Date.. (Signed) 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. 1/45 7/ 4ss Location and legal description of lot to be built on: Lot 8 � E/sT1 /O Block T ? Subdivision _ OA i ary Sj 5 3u/L0&/z /1/.(44 4c/g./•ri)e��' Chairman Member Member ...... _ - - ..._..._.._ Council Approved Date /92-vM/tiv/ni New Building Remodeling Addition v Date..._ .. 2 —C ,19.7 ..... Street —AL E. 93 II! _:t,tt- .,_ -TT . _...Ttfffttr2t, ...... OJ an/ EXI371v SCWEe/v &vc_ and for no other purpose. Repairs No. of Stories To be constructed of Kind of foundation Roof Covering Estimated Total cost of improvements $ 15 0 O Amount of Permit $. i .9 c '' 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 corstruction may be sent to.giiiltl ry S'A6 t Dag- s 4 S 2o /v (4/, 72_ AUE. Pi /4 A-7 / 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 inspectio the site of the wo'such public notice or notices as are required by the Act. The undersigned agrees to employ only such s ek su • -, tra s, on i formed 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 - —•- 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. Read, Sworn to and Subscribed before me. Notary Public, State of Florida My Commission Expires _ PLANNING BOARD DATE 0730 to me well known, 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 4 Y v APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the det,: iled statemen of the plans and specifications herewith submitted for the build- ing or o h, r r.`ructure her i., described. This .pi licatic. is made in compliance and con-o'm.ty w•th the Building Ordinance of Mia ii Shores Village, ? :or•da, and all pro, isions of the Laws cf the State of Fkrid. all o d nances if Mi .m Shores Village and all rules and regu'ations of the Building Div,. i of • nam Sho. • illage 1' '1 ,e o ipl.ed with, whether herein specified or not. A copy of approved plans and specificati .n must be key . at building durin, progress of tl.e wcrk. Owner' Name and Address Ant horsy 1 kon omo Registered Architect and /or Engineer. Name and address of licensed contractor. MIAMI SHORES VILLAGE BUILDIN INSPECTION DEPARTMEN' Location and legal description of lot to be built on: Lot __. Block Subdivision Street and Number where work is to be done 330 NE 93rd St. State work to be done and purpose of building (by floors) 4 lv asphalt & thermo 1 -D9ir felt - __tin -L g ed to specification 2 -15fi T s felE mopped on and for no other purpose. New Building . _ . X Rernodeling._ ____ _ __. Addition____ ____ ___ _____ __ _ Repairs. _ _ _ No. of Stories. To be constructed of_ .__ _ - Kind of foundation . Roof Covering__ B U Estimated " :.tal cost of improvements $__. - 988.0 Amount c` Permit $__ . 5 Zone - tibage required_ __. _ Distance to next nearest building__ _ _ Maximum live load to be borne by each floor_ Date 'March 29,1957 _ ,19 No 2001 SW Street_. 14th Ave. The Uornell Co. 4100 N'>I+I2 28th St. _ _Plan Cubage _Size of Building Lot hereby submit all the plans and speciiications for said building. All notices with reference to the building and its construction may be sent to The unde signed appli -ant for this bu permit does hereby certify that he understands and accepts his ..bligations as an employer of la bor under i he Florida Workmen's Compensation Act bung S-: -tion 5968, Coi pled . n al Laws of Florida P r anen. Supple rent, and his complied with the prov`aions thereof, and will require similar compliance froi ontractors or sub- ontractors emplo••ed by him in the work to be pr rf• °med under this pern it: and will post or cause to be posted f.. spection on the site the wo :h public note e or i•otices as are required by the Act. The u.,d.ir'ign. d agrees to employ only such u.contr. ctors, on worx to be er,4rn� public . der this permit as are licensed by Miami Shores 1 iliv ge. Remarks__ (Signed). Disapproved - Date. ( Signed) _ _ ---- ---•4 -! Buildin nspector Chairman Member ---- Member Council Approved My Com:nission Expires PLANNING BOARD DATE Member Member Member Date Disapproved STATE OF FLORIDA, COUNTY OF DADE. Ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths a:nd take acknowledgments, personally Rp- peared Notary Public State of Florida -- ------ - - - -- - -- • to me well known, and who, being by me first di ly sworn, upon oath deposes and says that he is the of th abov. described • .nstruction. tl :t h: has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are tr le. --77 Permit No �\ 2 S .__ .._ Date__ 4 . -. � . ' 411.1- Read, Sworn to and Subscribed before me. Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application efter approval his been obtained from the Planr:ng Board A re- inspection fee of $1..00 will be charged when such re- inspection is male necessary by improper notice for inspe :•t'or or fay ity materials and /or workmanship. 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. Owner's Name and Address - Regi§tered Architect andlor Engineer:,::., Name and address of licensed contractor Location and legal description of lot to be Lot Block Subdivision Street and Number where work is to be done —..?. STATE OF FLORIDA, COUNTY OF DADE. ss. Before me, the undersigned authority, a notary public, duly author peared and who, being by me first duly sworn, upon oath deposes and says th of the above described construction, that he has carefully read the for( therein by him stated are true. Permit No I 3 Date Disapproved /f Date__ (Signed) M1AM0 SIT et ES V9LLA6E tit on: 7 - Building Inspector PLATINC BOARD Chairman Member Member Council Approved 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. Date making corrections when such re -insp z M 0 x D te ..._ C 7 No 3 0 treet 4— J State work to be done and purpose of b ilding (by floors).___tZ.�sr✓ and for no other purpose. New Building Remodeling Addition epairs No. of Stories...., To be constructed of Kind of founda ion Roof Covering Estimated Total cost of improvements $ � QC) 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 M '-3 M M - 9.3 ,19 7/ 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 Sectior - cuss c-nronilerLGener, Jaws of Florida, Permanent Sup dement, and has complied with the provisions thereof, and will require similar c. � y• in the work to be performed under this permit; and will post or cause t< or notices as are required by the Act. The undersigned agrees to employ permit, as are licensed by Miami Shores Village. Remarks M H O d M t/2 Cn t Irri I w to 0 D m D CJ1 00 00 BUILDING ELECTRICAL PLUMBING HOOFING Owner of Building LAC Architect Contractor Dr Builder .ega1 Description Address of 3uilding Lot MIAMI SHORES VILLAGE. FLORIDA ❑ /-� ❑ DATE 1951 PERMIT N° 5265 Contractor's ; .,,. ,� 1 License No. ❑ Work to be performed under this Permit 4 ez. d h ag % A./CI rot 0 JO 7... 4 f ,� Bl • Signed L Value of Project $ Subdi- vision A Amount of $ 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 application ierefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans lrawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any ime 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 ;ranted is the understanding that the contractor or builder named above assumes the responsibility for a thojough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements orApecifications and that he assumes responsibility for work one by his agents, servants or employees. • y �✓ - • 7 INSPECTOR In consideration of the issuance to me of this permit I agree to perform the work cpti6ered hereunder in compliance with all ordinances and regulations , ertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In ac• ,epting this permit I assume responsibility for all work done by either, myself, my agent, sery or employee. CONTRACTOR OR BUILDER BY AUTHORITY PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date 6) 3- 9 7 Job Address 3 e I" 6 / 3 5 7L Tax Folio Legal Description // �� Historically Designated: Yes No Owner/Lessee / Tenant "r/'T S 91.5-z2 S (3 Master Permit # Owner's Address 330 N V. E ! 3 S yl if ee i Phone Contracting Co. 14 R v 1< De Lie s Gen ekrc t C o E� +va 7 3 q S Lc, A- 1 9' I Qualifier tt r'-1 -D el_u_c CA. SS# ) State # C- G. C. co 5 75 7Municiipal # Competency # Ins. Co. Architect/Engineer /(j VA Address /41 Bonding Company 1/41- Address �� Mortgagor `� �A Address AJ- Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFINC) PAVING FENCE SIGN WORK DESCRIP'T'ION Rep (e-' -4 C'_ /r✓ gei9-,L r4u e / R© 0F Square Ft. e 7 4 D Estimated Cost (value) 7 OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work ill be do laws regulating construction and zoning. Furthermore, I authorize the above -named contrac to • the w ?es+ PiOridc.. .l (1Surca.itic 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. f understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. compliance with all applicable • stat m gnature of Con actor or Owner - Builder Date Signature of owner and/or Condo President 643 Date 7 _i// '.1 1� _401..../L.1, �d �/3 '7 Date ► • tary as to Contractor or Owner - Builder Date o o 0 My Commission Expires: ,j o e p Z o 0 0 otary as to Owner and/or Condo President My Commission Expires: j ✓n e 0? FEES: PERMIT JAMES SHUSTER 413 Pa jON # CC 560169 *o ,AN, ` 't,�E S JUN rrie ATLANTIC BOWING CO., INC. RADON C.C.F. Date APPROVED: qq� Zoning Building / ,1 7 Mechanical Plumbing Electrical • rA JAMES SHUSTER COMMISSION # CC 560169 EXPIRES JUN 09, 2000 loNDEP TMiu ' -13- TOTAL DUE Engineering