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574 NE 95 StDate Legal Description Owner / .Le /_.sit /' 4 TO /f/e Q2 Owner's Address X79 Phone7S - 7 Contracting Co. /j7/14i)1/ -0/94t /a Address 72- z � & .-,,, C f` 4 ` i Qualifier ( 13r; .Je 1 Phone c fz a - oU State # Municipal #95.0S'C2 Competency # Ins.Co. Architect /Engineer Address Bonding Company Address Mortgagor Address Permit Type(circle one): BUILDING ELECTRICAL / PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION �--e p/% cF l9 2/ 7 if c;> - Square Ft. Estimated Cost(value) /744 ° 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 state Z ji , Q, ?r Z 1 Signatur Date: ��tary as to Owner a My Commission Expires: WALTER DZIEDZIC MY COMMISSION # CC 90717 EXPIRE July 7, 1998 BON D U NINSURANCE,INC. FEES: ) $ .M IT % RADON ** APPROVED: PERMIT APPLICATION FOR MIAMI SHORES VILLAGE r ; 'L � � S 7 �J ,Job Address ` � S� Tax Folio Zoning Mechanical I do President C ondo Pent Signatur- of Contractor or Owner- Builder Dat • Master Permit I e >).5 se / I� P C�� ,;;,,..; IC or 1 p er - Builder inionta9Cu rge96717 EXPIRES `` July 7, 1998 0 BONDED TNRU TROY FAIN INSURANCE, INC. * * * ** NOTARY TOTAL DUE A C.C.F. ` Fire Buildin Plumbing Engineering Other Electrical METRO•DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Clopay Corporation 312 Walnut St. Cincinnati, 011 45202 Approved: 07/25/94 -1- METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE DEPARTMENT SUITE 1603 METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130-1563 (305) 375 -2901 FAX (305) 375 -2908 Your application for Product Approval of: Model 78, 83, 84A, 91, 93 and 94 - Garage Doors under Chapter 8 of the South Florida Building Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: applicant For listing see section 6 of this Notice of Acceptance has been recommended for acceptance by the Building Code Compliance office to be used in Dade County, Florida under the specific conditions set forth on pages 2 et. seq. and the Standard Conditions on page 3. This approval shall be valid for a period of three years. The Office of Code Compliance reserves the right to secure this produce: or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Code Compliance Department may revoke, modify, or suspend the use of such product or material immediately. The Building Code Compliance Department reserves the right to require retesting of this product or material should any amendments to the South Florida Building Code be enacted affecting this product or material. The expense of such testing will be incurred by the manufacturer. Acceptance No.:94- 0614.03 0 (supersedes No.: 94- 0420.02) Expires:07 /25/97 C1vi it n., P.E. roduct Control Division Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. Director Building Code Compliance Dep Metropolitan Dade County Clopav Corporation ACCEPTANCE No.: 94- 0614.03 APPROVED : JUL 2 5 j 99' EXPIRES 'Eiji 2 5 199 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. Description: 2. Use: This approves overhead doors 9' -0 wide x 8' -0 thru 6' -6" high with 24 gauge steel skin, coated with 0-60 galvanizing, baked on primer and baked on polyester top coat. The door shall be constructed and reinforced as detailed in the approved drawing #101182. Model Type 78 Flush Panels 91 Smooth Texture 93 or 83 Wood Grain Texture Steel 94 or 84A Wood Grain Texture & Painted Style This door is approved for a maximum design pressure of +46psf and -48psf and its use is restricted to this pressure. The door passed the impact and cyclic test, therefore it does not require protection devices. The door shall meet the burglary security requirements of Section 3603.2 (c) 2 (aa) of the South Florida Building Code. The door operating mechanism (not included in this approval) shall be certified by Underwriter Laboratories or other recognized agency. 3. Installation: The door shall be installed as shown on drawing #101182 or other methods approved by the professional of record for the structure. Wood in contact with concrete or cement shall be treated with an approved preservative as set forth in paragraph 2913.2(a)1 or shall be a durable specie as defined in subparagraph 2913.2 (a) 6 (aa) of the South Florida Building Code. Installation of 2" x 6" wood jam requires a' / x 3 tapcon at 12" o/c for a 9' -i) wide door with a minimum embedment of 1 into the concrete or reinforced block. -2- Gil Diamond, P.E. Supervisor Product Control Division 4 Clopay Corporation ACCEPTANCE No.: 94- 0614.03 EXPIRES :. rJUI 2 5 1997 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 4. Conditions of Use: Application for building permit shall be accompanied by duplicate prints of the approved drawings bearing the approval stamp, Notice of Acceptance number and date by the Dade Product Control Section along with computations prepared by a qualified Florida registered engineer or architect verifying the adequacy of the installation of the door at each site. The shop drawings shall bear the signature of the architect or engineer of record with the following statement: "The supporting structure has been designed for the forces shown on the approved manufacturer's drawings." The adequacy of the overhead door to resist the horizontal load from the door shall be verified. 5. Identification: All approved products shall be permanently labeled with the manufacturer's name, city, state and the following statement: "Dade County Product Control Approved." 6. Evidence Submitted: Test Report Heti 94 -47 Heti 94 -04 Calculations A. Farooq Corp. Drawing Number Clopay B.P. Co. #1,01182(1 &2) Date 04/15/94 03/02/94 Date 05/05/94 -2a- Drawing Reference #101182 #101182 Signature A. Farooq, P.E. Last Revision 05/94 APPROVED Test Signature A. Viquar, P.E. A. Viquar, P.E. Signature A. Farooq, P.E. 11 Diamond, P.E. Superviso Product Control Division ' JUL - 2 5 1994 f METriO•DADE NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Extension of Acceptance may be considered after a new application has been filed and the supporting data, test report no older than ten (10) years, have been re- evaluated. All reports of re- testing shall bear the seal, signature and date of an engineer registered in the State of Florida. 2. Any revision or change in the materials, use, or manufacture of the product or process shall automatically be cause for termination, unless prior approval is granted for revisions or change. 3. Any unsatisfactory performance of this product or process or a change in Code provisions shall be grounds for re- evaluation. 4. This acceptance shall not be used as an endorsement of any product for sales or advertising purposes. 5. The Notice of Acceptance number preceded by the words Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 6. A copy of this approval as well as approved drawings and other documents, where it applies, shall be provided to the applicant by the manufacturer or his distribu, ors and shall be available for inspection at the job site at all time. The prints need not be re- sealed by the engineer. 7 Failure to comply with Standard Conditions shall be cause for termination of Approval. Revised 9 - 20 - 93 3 METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE DEPARTMENT SUITE 1603 METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 1 Diamond, P.E. Supervisor Product Control Division • INSTALLER MODEL RETAIL MODEL DESCRIPTION I 1ST 78 FLUSH PANELS 7 7 _ N/A SMOOTH TEXTURE STEEL 93 83 WOOMRAIN TEXTURE STEEL 94 • 84A WOODGRAIN TEXTURE STEEL W/ PAINTED STILES NOR I SECTION HEIGHTS* F;E]GHT I 1ST 2ND 3R0 4TH 51H 6'-411F1110 1 t' IrillEalIND 7' -• iFIvllahilEfii 21" ©d ' - • IiF:tiiFdfinillEMII I 13 '- • 1 21 ". 18' 18" 18" 21" METRO MODELS 78. 84A. 91. 93, 94 (24 GAUGE) END STILES ATTACHED TO DOOR SKIN WITH PATENTED TOG -L -LOC SYSTEM (TOP, BOTTOM, At CENTER) (3) INTERMEDIATE STILES PER SECTION ATTACH WITH TOG -L -LOC (TOP & BOTTOM) AND URETHANE ADHESIVE (ALONG CENTER) r 1 MAX. DOOR WIDTH = 9' -0" INSIDE ELEVA11ON GALE• 1 / Q NOTE 1; DOORS UP TO 7' -O" " HIGH CONSIST OF (4) SECTIONS. DOORS OVER 7'-O" HIGH CONSIST OF (5) SECTIONS. NOTE 2; SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED BY A REGISTERED PROFESSIONAL ENGINEER FOR WIND LOADS SHOWN ON THIS DRAWING. mo.A SEE INTERMED. HINGE DETAIL ON PAGE 2; TWO POINT LOCKING INTO TRACK PER SFBC 3603.2 (OPPOSITE SIDES OF 000R) -n SEE END HINGE DETAIL ON PAGE 2. Ilk Cl opaiy Building Pra s d uct Company REV STARTING AT THE BOTTOM. DATE 5/94 END STILES ATTACHED TO DOOR SKIN WITH PATENTED TOG -L -LOC SYSTEM (TOP, BOTTOM. at CENTER) (3) INTERMEDIATE STILES PER SECTION ATTACH WITH TOG -L -LOC (TOP & BOTTOM) AND • URETHANE ADHESIVE (ALONG CENTER) MAX. DOOR WIDTF:C= 9' -0' INSIDE ELEVATION ,SCALE 1 /2' _ 1 •) : r PAGE 1 OF 2 INSIDE ELEVATIONS LOCK NOTE REVISED . !m-A TWO POINT LOCKING INTO TRACK PER SFBC 3603.2 (OPPOSITE SIDES OF DOOR) THIS DOOR HAS A DESIGN FROSOr . OF +46.0 PSF & -48.0 PSF AND A TEST PRESSURE OF + 69.0 PSF & -720 PSF. CLOPAY BUILDING PRODUCTS COMPANY 312 WALNUT STREET " SUITE 1600 CINCINNATI, OHIO 45202 (513) 381 - 4800 tQas PLOT 1=24 DATE) 2/17/94 DRAWN m MWW . CHECKED IrY. ou►SELPICATmr• °uclarT12n METRO DOOR MODELS 78, 84A, 91, 93, 94 DTI/ PURCHASED ORUwot1 HUMERI 101182 REV* DOOR HEIGHT "L" BRACKET PLACEMENTS "X1" "X2" "X3" "X4" 6' -6" 70" 3-1/2" 10" 35' 60" 7' -0" 76" 3-1/2" 10" 38" 66" 7' -6" _ 82" 3-1/2" 10" 34' 58" 8' -0" 88' 3-1/2" 10' 34 58" METRO MODELS 78. 84A, 91. 93. 94 (24 GAUGE) 24 GA. STEEL (MIN. YIELD STRENGTH: 30,000 PSI) ALL EXTERIOR STEEL SKINS ARE COATED WITH G -60 GALVANIZING, BAKED ON PRIMER, AND A BAKED —ON POLYESTER TOP COAT APPLIED TO BOTH SIDES OF STEEL SKIN. 14 GA. END HINGE SCALE 2" = 1' PRFPARdTI(1N (1F _IAURR RY 12 GA. GALV. STEEL TRACK BRACKET FASTENED TO WOOD JAMB WITH ONE 5/16"x1 -1/2" WOOD LAG SCREW PER BRACKET. • 2" GALV. STEEL TRACK FASTENED TO TRACK BRACKETS. EACH BRACKET ATTACHED WITH TWO 1/4 "x5/8" BOLTS & NUTS OR TWO 1/4" RIVETS. JAMB CONFIGURATION SCALE 2" = 1' (4) #14 SHEET METAL SCREWS (4) 1/4" DIA. SELF TAPPING SCREWS 2x6 WOOD JAMB SHALL BE ANCHORED TO GROUT REINFORCED BLOCK WALL OR CONCRETE COLUMN WITH 1/4 "x1 -3/4" EMBED TAPCON 0 12" 0.C. FOR DOORS UP TO 9' -0" WIDE & o 9" 0.C. FOR DOORS UP TO 16' -0" WIDE. BLOCK WALL CELLS SHALL BE FILLED WITH CONCRETE AND REINFORCED WITH #5 BARS EXTENDING INTO FOOTING AND INTO 11E BEAMS. ALL BARS SHALL BE CONTINUOUS FROM 11E BEAMS TO FOOTING. FOR DOORS OVER 9' -0" WIDE PROVIDE TIE COLUMNS. !DTH ERS. 14 GA. INTERMEDIATE HINGE SCALE 2" = 1' STOP MOULDING BY DOOR INSTALLER (70 SUIT) 18 GA. MIN. GALV. STEEL END STILE 20 GA. MIN. GALV. STEEL INTER. STILE 14 GA. GALV. STEEL CENTER HINGE FASTENED TO CENTER STILE W /(4) EACH #14x5/8" SHEET METAL SCREWS. 14 GA. GALV. STEEL END HINGE FASTENED TO END STILES W /(4) EACH #14x5/8" S SCREWS & (4) SELF TAPPING SCREWS. 1 /4 2" STEEL ROLLER. �-- z" THICK J SECTIOILA —A SCALE Z" =1' 12 GA. GALV. STEEL TOP ROLLER BRACKET. EACH BRACKET ATTACHED W /(4) #14x5 /8" SHEET METAL SCREWS. SHIP LAP JOINTS. 14 GA. GALV. STEEL END HIN 'E. EACH FASTENED TO END STILES W /(4) #14x5/8" SHEET METAL SCREWS & (4) 1/4' SELF TAPPING SCREWS. 3" TALL x 20 GA. GALV. STEEL U —BAR. TWO PER DOOR SECTION. ATTACHED WITH 1/4" sal TAPPING SCREWS. (2) SCREWS AT EACH END AND INTERMED. STILE LOCATION. c0 W 0 0 0 u z 0 z z W a 0 " X4" "X3" " X2' ki%1W24 "X1" 13 GA. GALV. STEEL BOTTOM BRACKET '.-r.... Er) Wall ( f/• . - - /e" dire -r i, rr,e .+.',..- .... -. hI rra.ncv mi �LJ IYAJ/ O JI1GG1 m crr� SCREWS. ALUMINUM EXTRUSION & VINYL WEATHERSTRIP. NV GTE 2 5 3 _5 9m 94 TRACK CONFIGURATION SCALE 1/2" = 1' 2" GALV. STEEL TRACK, TRACK THICKNESS: .060" if / — PAGE 2 OF 2 CONSTRUCTION DETAILS JAMB ATTACHMENT: INTERIOR PAINT CLARIFY C//AN6e$ To Awe / • HORIZONTAL TRACK SUPPORT BY DOOR INSTALLER (TO SUIT) 13 GA. GALV. STEEL FLAG BRACKETIT EACH FASTENED TO WOOD JAMB (3) 5/16"x1 -1/2" WOOD LAG SCR /. O • Z Z m O 0 Q Q 22 W 0 W w Q c m TYP. 2-1/2" x12 GA. GALV. STEEL TRACK BRACKET. w U 0 w O z v5 J J a_ -J g O U Z p 0 0 U z = z a a o J a m THIS DOOR HAS A DESIGN PRESSURE "C .i.46 DCG L —42.0 OCC ANA" A TEST PRESSURE OF + 69.0 PSF & —72.0 PSF. I sao • Clopay Puilding Proiucts Company CLOPAY BUILDING PRODUCTS COMPANY 312 WALNUT STREET SUITE 1600 CINCINNATI, OHIO 45202 (513) 381 — 4800 SCALJD PLOT 1 =24 DATE. 2/17/94 DRAWN BY' DECKED BY. MWW • CLASSIFICATION BI CRAVING MGM 101182 NANt;ACMtLD / PCBtt3MSED DI3cRIFTIDN METRO DOOR MODELS: 78, 84A, 91, 93, 94 THESE PLANS ARE APPROVED FOR ISSUANCE OF A BUILDING PERMIT • WITH NO VARIANCES ID WITH VARIANCE(S) LISTED IN "REMARKS FrNO OTI•IER DEVIATIO"'S FROM T E MIAMI SHORES BUILDING AND ZOins I j ORDINANCES WILL BE PERMITTED. UNLESS SPECIFICALLY USTED BELOW. ,ALL OTHER APP' ;CAKE STATE AND COUNTY LAWS MUST BE COI!9PLiE WITH SY AU. PARTIES. Autho'i7ed Signature Date FIRE DEPARTMENT PU3LIC WORKS 1 POLICE DEPARTMENT BUILDING DIRECTOR .411 • Ill i PLANS MG & ZONR:G BOARD - VILLAGE COUNCIL APPROVAL PRELIMINARY: HMI REMARKS: COMPLIANCE WITH THE SOUTH FLORIDA BUILDING CODE AS ADOPTED BY MIAMI SHORES VILLAGE IS REQUIRED. THE ARCHITECT, BUILDER & SUB CONTRACTORS ARE CHARGED WITH THE KNOWLEDGE OF ALL BUILD - ING REGULATIONS WHETHER OR NOT SPECIFICALLY INDICATED HEREIN. APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building 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 regula- tions of the Building Division of Miami Shores Village shall be complied with, whether herein.- specified or not. A cony of approved plans and specifications must be kept at building during progress of we WUrK. ✓ /� Lu g - Date a�'J( -- — Owner's Name and Address ) L " _____ No _ —_ Stree ',' • '� ' er" Registered Architect and /or Engineer_ L._ ' Y Name and address of licensed contractor Location and legal description of lot to be built on: Lot es,' Block__ Subdivision 7P e Street and Number where work is to be done State work to be done and purpose of building (by ors) /� '�%,•} �____-- ___— __._ - -_ — __________and for no other purpose. New Building Remodeling Ad ition Repairs______________________ No. of Stories — _— _ '� ` To be constructed of �+^ ' 8 .5__ Kind of foundation �'""'., Roof CoveringC � � ) `L -__ ' ,/ +rJ Estimated Total cost of improvements $ .._____ r� " '"� __�___ }Imount of Permit $ Zone cubage required . S 41 O flan Cubage • # r ,.w. ize of Building Lot ___ /�0 ' � _/� �?' appeared STATE OF FLORIDA, COUNTY OF DADE. ss. '141 AM I SHORES VILLAGE BUILDING INSPECTION DEPARTMENT Distance to next nearest building_ l ?? 4? Maximum live load to be borne by each floor I hereby s it all t be sent to e plans and specifiptions for said building. All 7 ices with reference to the building and its construction may 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 Com?ensation 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 c. tractors or sub - contractors employed by him in the work to be performed under this perm:. t; and will post or cause to be posted for ins. Lion the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcon r tto won work to. be performed j;II er this permit, as are licensed by Miami Shores Village. Remarks -- -- -- — — — — — -- (Signed). - `- Before me, the undersigned authority, ;notary publ• , duly' authorized to administer oaths and take acknowledgments, personally S and who, being by me first duly sworn, upon oath deposes of the above described construction, that he has carefully therein by him stated are true. Permit No.__ —_ '/ _____ Date_____ —____ Disapproved r Date__ -- - —. (Signed) Building Inspector PLANING BOARD Chairman Member Member Council Approved_ �____— __ Date and says that he is the read the foregoing application, and that he did sign the same, and 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. (over) My Commission Expires -- -- — -- -DATE Member Member Member Disapproved .-`;T t i c/ c to me well known, Read, Sworn yo and, Subscribed before me. Notary Public, Stale of jFloricIa that all facts __mate 1 LIST OF CONTRACTORS, SUB - CONTRACTORS, ETC. REQUIRING OCCUPATIONAL LICENSES MIAMI SHORES VILLAGE . 1. General Building Contractor. 2. Plumbing, Heating, Ventilating, Air Conditioning and Gas Fitting. 3. Electrical. 4. Architects, Engineer, Surveyors, Landscape Architects and Interior Decorators. 5. Excavating, grading, filling and Landscaping. 6. Moving or wrecking. 7. Septic Tank and Drain Field. 8. Brick, Stone, Tile, Cement Block, Concrete and Gypsum. 9. Carpentry, Millwork, Awning and Shutters. 10. Cement, Lime, Plastering, Stucco, Lathing and Cast Stone. 11. Decorating (interior and exterior) , Painting, Waterproofing, Damp- Proofing and Paper- hanging. 12. Flooring, sanding or finishing; wood, rubber, composition, linoleum and other flooring not otherwise specified. 13. Ornamental Iron, Bronze and Steel, Steel Sash, Over -head Doors. 14. Roofing, Sheetmetal and Skylights. 15. Solar Water Systems. 16. Well drillers. 17. Sprinkler Systems of all kinds, including those for Buildings, Lawns, etc. 18. Structural and Reinforcing Iron and Steel. 19. Tile, Terrazzo, Marble, Granite and Cut Stone. 20. Electric Fixtures. 21. Illuminated Signs. 22. Bridge, Bulk- heading, Drainage Sewer, Water and Gas excavation and Construction, Dredging, Irriga- tion System, Pile Driving, Sea Wall, Paving, Sidewalks, Curb and Gutter or similar work. 23. Every person, firm, co- partnership, Corporation, Association or other organization engaged in the bus- iness of supplying, furnishing or delivering building materials for any construction project within the Village Limits and not having a regularly established and licensed place of business in the Village. be sent to STATE OF FLORIDA, COUNTY OF DADE. u' Disapproved Date (Signed) - 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 building 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 thy: Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regula- tions 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 No.__ - -_ Street Registered Architect and /or Engineer ` c. Name and address of licensed contractor Location_and legal description of lot to be built on: Lot �' Block Subdiiv Street and Number where work is to be done 74 State work to be done and purpose of building (by floors) New Building _ Remodeling_ Addition_ To be constructed of L '�_ -___ Kind of. foundation F • Permit No Date Date r e; and for no other purpose. Repairs No. of Stories____ — L_____ Roof Covering_ `r j`: �: ° _ 4 Estimated Total cost of improvements $ ______Amount of Permit $ Zone cubage required Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may 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 insptctioir on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. . Remarks _ (Signed) Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared 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 c arefull y 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. Building Inspector My Commission Expires (Notary Public, State of Florida to me well known, 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. PAID BY YEAR -. 1940 // ANNUAL TAX f PERIOD USED AMOUNT PAID /e5 DATE PAID . D RECEIPT NUMBER / / �• , Al _L .14,_, '_ ", ✓� 1941 - /Q 40 8 0 /0 / - .2 /- 4 6" (4 o:L O 5S 3 y47 teor 1942 At / KW S . / 19 43 - . n. /d ©G} / c e- <) 1944 1945 1946 l CTS /6.06 (/ ,4 /-2/ (( ((((( -.y/ i ICJ �- $ /,3 • - - Ji 1947 1948 1949 h.?• a a '' /R • 3/ v� /•'' 3l q f,) 00 / '' , --, e— vi /- t - ,_y y / -j S / J 7(2r6 /a '75 40 ' i / 4 / ,( ac I. c /r 1950 /i /f / `J 61 // LOCATION '' 574 N. E. 95th St. 2't L / 1' GARBAGE TAX RECORD year annual tax petod used amount paid date paid 'receipt # /9S/ /2.00 1 / /0. oo / -S/ /‘16 JOB: 6'" BUILDING V . • ELECTRICAL WORK • DOiE BY: • PLULBING . R;QUES'I'ED ADD: • The Following is beady for inspection:- Inspector's Report: : WILL BE i MIAMI SHORES VILLAGE Office of Electrical Inspector CERTIFICATE OF INSPECTION Ai PERMIT No.l3Y 1 THIS CERTIFIES THAT the wiring a.nd apparatus installed at 5 by Address for a. owner, and occupied as 1`M•�►+t� has been inspected and current is authorized to be turned on, until otherwise notified, for: Size of Service Number of Lighting Circuits Range watts. Water Heater watts Power: Connected load H P. Space Heaters watts Other Apparatus A Silk \ ELECTRICAL INSPECTOR. 111 • STATE OF FLORIDA, } COUNTY OF DADE. ss. 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 building 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 regula- tions of the Building Division of Miami Shores Village shall be complied with, whether hereirecified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Date---- - - - -- 19 - - -� Owner's Name and Address ! /� � ! e l v No. ! —_— Street_ i7o Registered Architect and /or Engineer 1 Name and address of licensed contractor Location and legal description of lot to be built on: Lot *'1-' '¢ H , Block__ —a Subdivision_ / _._ L Street and Number where work is to be done _ -_ 7 t r State work to be done and purpose of building (by floors)_ - - - - -- 1 — — --- - - - - -- — _and for no other purpose. New Building .I! aa Remodeling Addition Repairs No of Stories____ To be constructed of 4/411 1 'S �6... �" - - ... ' , `' Kind Roof Covering___= _______________� Estimated Total cost of improvements $_— ____`. 400.. __L__4 Amount of Permit $ ^ � =-a _� Zone cuba 8 9 e required_ ♦4 'Z �d – ., –Plan Cubage Distance to next nearest building_ �Y0 �?' e '5 t'% -Size of Building Lot ___ / 0 — Maximum live load to be borne by each floor __ _____________________________ v _ I hereby sit all t e Tans a specifi tions for said building. All no ices with reference to the building and its construction may be sent to � _— __ — — '7. ± - 7 ,S7- 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 c ctors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for insp ti6n the site of the work such public notice or notices as are required by the Act. The uncle :signed agrees to employ only such subcon to on work to be performed (fin et this permit, as are licensed by Miami Shores Village. t� Remarks P – Before me, the undersigned authority, now ipub ,duly,authorized to administer oaths and take acknowledgments, personally appeared 1 , , and who, being by me first duly sworn, upon oatb 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./ ___ ___ y _ 7 -__ Date Read, Sworn Disapproved ---- -- -- -- Date — – – -- - - . (Signed) Building Inspector My Coptttlission Expires________ , I / ' PLANNING BOAR ' % 7 " .S SATE Chairman _ -- r Member _ __ -- ..I !� __ r C_ 6 --- ---- - -- Member _,! -.,– - - -__ `� i— Member Member Disapproved Member - -__,_ _,_.____ _ _ __ Council Approved__ ,� _______Date (over) e .S bscribe4- 1 before me. A ( i. d Notary Public, Sta of Florida to me well known, Date NOTE: A charge of $1.00 will be made :;or 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. 774 LIST OF CONTRACTORS, SUB - CONTRACTORS, ETC. REQUIRING OCCUPATIONAL LICENSES MIAMI SHORES VILLAGE 1. General Building Contractor. 2. Plumbing, Heating, Ventilating, Air Conditioning and Gas Fitting. 3 3. Electrical. 4. Architects, Engineer, Surveyors, Landscape Architects and Interior Decora s. .?- c 9 i.----- 5. Excavating, grading, filling and Landscaping. 5 6. Moving or wrecking. 7. Septic Tank and Drain Field. q 19 - 8. Brick, Stone, Tile, Cement Block, Concrete and Gypsum. 9. Carpentry, Millwork, Awning and Shutters. 10. Cement, Lime, Plastering, Stucco, Lathing and Cast Stone. 11. Decorating (interior and exterior) , Painting, Waterproofing, Damp- Proofing and Paper -han ing. 12. Flooring, sanding or finishing; wood, rubber, composition, linoleum and other floo ' not otherwise specified. 13. Ornamental Iron, Bronze and Steel, Steel Sash, Over -head Doers- 14. Roofing, Sheetmetal and Skylights. 15. Solar Water Systems. 6 �Z 16. Well drillers. q' L n 17. Sprinkler Systems of all kinds, including those for Buildings, Lawns, �j 18. Structural and Reinforcing Iron and Steel. 19. Tile, Terrazzo, Marble, Granite and Cut Stone. 20. Electric Fixtures. 21. Illuminated Signs. cie I "z X 9/ 22. Bridge, Bulk- heading, Drainage Sewer, Water and Gas excavation and Construction, Dredging, Irriga- tion System, Pile Driving, Sea Wall, Paving, Sidewalks, Curb and Gutter or similar work. 23. Every person, firm, co- partnership, Corporation, Association or other organization engaged in the bus- iness of supplying, furnishing or delivering building materials for any construction project within the Village Limits and not having a regularly established and licensed place of business in the Village. N° 69 Miarni Shores Village, Fla , Owner, Agent or enant of Building Lot Block` Subdivision :stows Street Address Approved use by occupancy - Remarks: This Certificate of Occupancy is issued to the above named .` ` =` for building at above named location only upon the express provision that the applicant will abide by and comply with all conditions of IDrdinances Nos; 92, 93, 94 and 97, known as the Zoning, Electrical, Plumbing and Building Ordinanc Hof Mia�m' .hones Village pertaining to the erection, construction, alteration or remodeling of balding i: es. CERTIFICATE OF OCCUPANCY MIAMI SHORES VILLAGE, FLORIDA BUILDING DIVISION BUILDING ^' "" Lot, Owners General Zone Req.Cu. Ft. Block "Plat Restriction Chkd. By To.Planning Board Re- Submitted to P.Bd. Plan & Spec. Checked by To Council Septic Tank /2 2 Sewer Miscel. S N / .2'77 New Const. e. Co .'tractor. / 7 ,. a Subdivision Number Street Li c....N _ - Addre s or 1 3 1 1 0 . 1 5 6 - Ct.b. Cont. By roved _ F(e,jected / Fee /`D: j Cost .7. Bldg. - Permit No.) 47 Datef Type � : e _dc Stories_ _ Roof New Construction Alterations Repairs Plumbing,Permit No. /3 ,0 6 Date / Q - Z . Fee It y _�� _ o ;t It it /d- i4 -cfi0 Alteration ri Lie: No Address or Phone ,c o 9 0 -tea of 14 o Repairs Electrical Permit No. / -•I/ -y Fixtures' Heater Miscel. • • . Foundation __Beams & Lintels . Final Final Clean -Up <..Fixtur_es..- .Sewer - Septic Tank 2, G _:. Solar Heater 1/ —�, C // - 2 - '/ O Electrical Insp. - Date Rough . e0. -/O F - txttires ' - ... Ae — S�� Service 0. K. to "Po "wer Co J,- 2. -, .9 _ eration :Re -lnsp. Plumbing Znsp. D to / -- By Re -Insp. By •Reinsp. ..:B.y, Roughing / iff 0./ "4 0 } Date /Q it 11 • 11 Repairs - _ , By Rcinsp. n- '��3y' R.e - Iri sp By_ Reinsp.... By.. Company Job Address REQUEST FOR INSPECTION 79 Inspection d'ofr,t 1 t , Time Ready N � / Date Ready 7 A.M. P .M, MIAMI SHORES VILLAGE PERMIT Office of Electrical Inspector No.13 Y `7 CERTIFICATE OF INSPECTION THIS CERTIFIES THAT the wiring and apparatus installed at 5') I WC. by fYi Address for icw„,r, owner, and occupied as has been inspected and current is authorized to be turned on, until otherwise notified, for: Size of Service Number of Lighting Circuits Range watts. Water Heater watts Power: Connected load H P Space Heaters watts Other Apparatus ELECTRICAL I NSPECTOR. L ot CONTRACTOR OR MAIM f all of der name • above to constru pertaining thereto an iu.tis rtac ma have been submit �• compliance with such ordinan thai the contractor or bu covered hereby whether se ts, ee vans or employee Sibdi" vision alue of o iect Signed; f +' - I agree to etr sir all "work 1 e1 Amt. of Permit r the buildi to install the equipment or device described in the with the understanding that the work will be performed in compliance e d to and approved by the proper municipal authorities. This Permit may f es or if the plans are ,- ed without authoriaadon. A farther condition Icier nmed above ass] thq responsibility for a thorough knowledge of o wn on Fire Hns dr wingsl or in the statements or motions and By INSPECTOR wor coveted hereunder in compliance with all ordinances end regula a te or specifications submitted to the proper authorities of Miami Shore or myself, my agent, servant *r Yft !q Owner of Building Architect Contractor or Builder Legal Description Address of Building BUILDING ELECTRICAL PLUMBING This permit is granted to the application herefor in strict compliance with any plans, drawings, statements or be revoked at any time if the work is oot upon which this permit is grantai is di* the ordinances and regulations o that he assumes responsibility for work In con tions porcelain Village. In PEPAIT N9 2986 Contractor's License No • i ork of the isnoseer • ng dfiii permit t*OAlstl I SHORES VIL ACE, FLORIDA DATE 194... d under this Pe r'c b . #- <. °t; +ed above to constr all nances pertaining thereto a s that may have been eubmi compliance with such ordfn . a tanding the contractor or b the work covered hereby whether s by his Keats, servants or ern dila ermit I agree to perform w plans, drawings, state for all work done by BUILDING ELECTRICAL PLUMBING mi ■ Work 1 Architect Contractor or Builder Legal Description Address of Building This permit is granted to the application herefor in strict compliance with any plans, drawings, statements or be revoked at any time if the work is not upon which this permit is punted is di the ordinances and regulans that he assumes responsibility for work' In consid tions pertain Village. In Lion of the issuance en and in strict PEI ep Owner of 1 SHORES VILLAGE, FLORIDA. DAT , ..�. IT N° 1247; d under this Permit Y 4 ct the building or to install the equipment or device described in the d with the understanding that the work will be performed in compliance ed to and approved by the proper municipal authorities. This Permit may if the plans are changed without authorisation. A further aondi ilder named above assumes the responsibility fora thorough knowledge 0 own on the plans or drawings or in the statements or spedications and 1NSPE ork covered hereun y er in compliance with all ordinances and regula. or specifications submitted to the proper authorities of Miami Shortie tber myself, my agent, sere ; or employee. Contra liven 40910` By BUILDING El Date SHORES VILLAGE, FLORIDA Date // t9 ELECTRICAL ❑ � � PLUMBING ❑ PERMIT N9 9416 R2S)F I G ❑ Owner of Building 1 Architect Contractor i / 1 , / j` �^ - - ? or Builder �- C Legal Lot / Description 1 Bl Address of . ,,./' , . r - "" -¢•- Building - / '/ 1. ,• ,1 ',. i CONTRACTOR or BU ELDER Contractor's c? 77 License No. Work to be performed under this Permit Subdi- vision Sq Ft Value of Project $ • f� r' II Amount of o- -.- II Permit $ -' This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the applica- tion herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be 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 ccvered 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, ; ervants or employees. / I ,,! f Signed 1_�i�.' i (INSPECTOR) BY In consideration of the issuan:e to me of this per tt I agree to perform the work covered hereunder in compliance with all ordinances and regulation. pertaining thereto and in strict conformity with the pia ;'drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. BY AUTHORITY Date 'J' / 92- b Address 5 7 NE 9 s -1-1 S4ax Folio /1 ctW fir 079, 6 Legal Description 34''4 , ( ' Z �/l/ Owner / Lessee / Tenant vL r c_ Owner's Address 57 q Al E 9 S f k St,- c c + Phone 7 - 7 l 2 - Z- Contracting Co. Address Qualifier 4 A A 4 1 4 2 / / / SS# Phone 7 S - 7 1 Z Z State # Municipal ;ri Competency 4k Ins.Co. Architect /Engineer Address Bonding Company Address Mortgagor Address P ermit Type(circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN ` WORK DESCRIPTION q t Y U) 0 0 6( a_ c r �� v t S Yr CI 1 c- - C.- J c l, aC k vI `J I Cl S S CSC o a +r S Square Ft. Estimated Cost(value) ATIL' 6 '--- Sig'a ur Date : g APPROVED: PERMIT APPLICATION FOR MUNICIPALITIES OF DADE COUNTY ( TO RETAIN COPY) Zoning 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 'LECTRICAL, PLUMBING, SIGNS, POOLS, ROOPING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I ce y that all the foregoing information is accurate and that all work will be done in compliance wi• :11 apph cable laws regulating construction and zoning. Furthermore, I au o•• e the abo :me • •retractor to do the work stated. /D 7a ;1I l ! �6Lf� 4ti,4 r ry :s to Owner and /or Condo President Commission Expires: NOTARY PUBLIC. STATE OF FLORIDA MY COMMISSION EXPIRES APRIL 16. 1992 BONDED THRU SiEMELER -ADAMS & SWEET Master Permit 4� 3 �� - 3 ✓� J er and /or Condo resident Signature of Contractor or Owner- Builder Date: Notary as to Contractor or Owner-Builder My Commission Expires: :: * * * * * * * * * * * * * * ** PERMIT I t ' C RADON C.C.F. 1 (5 o NOTARY 5.1)6 TOTAL DUE Y /` A/ Fire Other 71T Building , h!/ Electrical Mechanical Plumbing Engineering Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Date 19 Owner's Name and Address___ _ __ _____ __ E.LDutton — 574 N.E. 95 St.Miwgi Shores Street Registered Architect and /or Engineer._ _ - .. - Orkin-- E - rmin - Sting. - - In-e. 1960 - +ve:34-iami Name and address of licensed contractor_. Location and legal description of lot to be built on: Lot__ Block Subdivision 574 N.E. 95 St.Miami Shores Street and Number where work is to be done State work to be done and purpose of building (by floors) New Building Remodeling__ To be constructed of Kind of foundation Roof Covering__ _... Estimated Total cost of improvements $ Amount of Permit $ Zone cubage required Plan Cubage. _. Distance to next nearest building_._.__.. _ . _____Size of Building Lot Maximum live load to be borne by each floor.__ I hereby submit all the plans and specifications fot said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit dot hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen s Compensation Act. being Section 5966, Compiled General Laws of Florida, Pennanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, onw to bg performed under this permit, as are licensed by Miami Shores Village. i . 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. Permit No 9 9/ Date / a 0 ` Z. Read, Sworn to and Subscribed before me. Disapproved ____ _ _ _ __ Dat (Signed) le I ` ._. - Building pector My Commission Expires_ MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT PLANNING 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 workinanship. _Date 11 Notary Public, State of Florida DATE Member Member Member Disapproved '5 77 Nylon Tent Fumigation- Vikane 18 -2I hours 21# $2( $266.o0 and for no other purpose. Addition Repairs No. of Stories to me well known, 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 v 5. FOOTINGS Footings shall be to sizes as shown on drawings and to have 5/8" continuous steel bars. Footings shall be poured continuously. All exterior footings to be 20" x 10" con- tinuous and all interior footings to be 16" x 10" continuous. 6. LINTELS AND BELT COURSE -- Concrete lintels of sufficient strength and full width of masonry wall shall be poured over all openings in masonry walls. Continuous belt course, 8" x 12" with four 5/8" bars shall be poured under the roof plates. 7. BATHROOM SLABS shall be laid on wood supporting forming pro- vided by the carpenter. The slab shall be 3" thick and shall be kept down 12" below the finish floor to allow for tile. 8. WINDOW SILLS -- All windows shall have concrete sills poured in place after the sash is installed. Sills shall finish flush with the wall and shall be splayed or sloped down and out. 9. WALKS RIBBONS AND SLABS on fill shall be 4" thick. All slabs shall be reinforced with 6" x 6" 10 -gauge galvanized road mesh. 10. SLEEVES, ETC. -- Anchors, bolts, pipe sleeves, dowels, inserts, etc., required in concrete work will be provided and set in the form work by their respective contractor. MASONRY 1. SCOPE -- The work under this section shall include: a. Concrete block exterior walls and others shown on plans. b. Ventilators. c. Grouting and Caulking. d. Adobe Brick. e. Fireplace. 2. CONCRETE BLOCK exterior walls shall be of 8" x 8" x 16" blocks bearing Underwriters label. 3. MORTAR for concrete block and brick work shall be composed of 1 part cement to 3 parts and with hydrated lime not to exceed 15% by volume. 4. VENTILATORS shall be stock 8" x 16" precast concrete, similar to Bloc -Vent Company's and shall have screened backs. 5. ANCHORS -- Joist anchors, bolts, pipe sleeves, dowels, inserts, etc., required in masonry will be provided under other sections and installed by this contractor. 6. CUTTING AND PATCHING and damaged or defective work shall be re- paired or replaced, leaving the whole in a perfect and satisfactory condition upon completion of the work. 7. GROUTING AND CAULKING -- The backs of all wooden frames in exterior openings shall be filled with cement mortar. The ex- terior perimeter of all door and window frames shall be cleaned cut 3/4" deep and filled solid with elastic pointing compound. 8. ADOBE BRICK to be facturer's directions 9. FIREPLACE - To be Underwriters. 12" x 4" x 8 ". Lay up according to manu- with a struck joint. built according to the Codes of Fire STEEL WINDOWS AND SCREENS 1. SCOPE -- The work under this section shall include all windows for the entire building unless otherwise noted. Glazing is in- cluded. GENERAL CONDITION 1. GENERAL SCOPE OF WORK -- It is the intent of the Contract Documents to provide all labor and materials, etc., reason- ably necessary to construct and completely finish a one story residence, in Miami Shores Village, Florida. 2. GENERAL CONDITIONS -- The general conditions of the Con- tract for the construction of buildings, standard form of the American Institute of Architects, copyrighted 1925, Articles 1 to 44 inclusive, are hereby made a part of this specification. 4 3. The Contract Drawings will be numbered 1 and 2. 4. CASH ALLOWANCES shall be included in the Contract for the following items: Finish Hardware 75.00 Lighting Fixtures 65.00 Medicine cabinets 10.00 All work to be executed by firms selected by the Owner but shall be paid for and installed under the General Contract. The amounts allowed will be adjusted to conform to actual expense incurred. EXCAVATION 1. SCOPE -- The work under this section shall include: a. Clearing of site. b. Excavation. c. Backfilling. 2. CLEARING OF SITE -- The lot shall be cleared of all under- brush, etc., trees, stumps etc., within 10 feet around the build - ing shall be removed. Any trees desired preserved shall be boxed and protected. 3. EXCAVATION shall be carried to firm hard virgin soil, re- gardless of the depths shown on the drawings. If practicable, footing trenches shall be cut to the exact size of the concrete, otherwise forms shall be used. 4. BACKFILLING -- Backfill all walls and refill all trenches: CONCRETE WORK 1. SCOPE -- The work under this section shall include: a. Footings and foundations walls. b. Lintels over all windows and doors in masonry. c. Belt course beams. d. Floor slabs at entry, fireplace, porch and garage. e. Bathroom slabs on wood construction. f. Window sills. g. Sidewalks and drive ribbons as shown on plot plan. h. Rough and finished concrete steps. 2. REINFORCING STEEL shall be of deformed bars of sizes shall be shown on plans, and must be suspended in place by wires. 3. MIXTURE -- The proportions for concrete shall be : 1 part cement, 22 parts sand and 3 -3/4 parts aggregate. The materials shall be machine mixed until all materials are evenly distributed. Concrete shall be worked with as little water as practicable. All concrete may be ready - mixed, 2500 lbs. test. The building inspect- or must be furnished with a report from a properly qualified test- ing laboratory. 4. FORMS -- Shall be built of dressed lumber. They shall be braced and left in place for at least twenty one days. Forms must be used on all foundation trenches. -1- 2. STEEL WINDOWS -- All windows shall be residence Casements manufactured by the Crittal Federal Corporation, or equal. The plans and elevations have the catalogue type numbers marked thereon. 3. SETTING -- Sash shall be secured to wood bucks set into ma- sonry by the carpenter. Sash shall be secured in a manner ap- proved by the manufacturer. 4. HARDWARE -- shall be standard with the manufacturer, except that the operators shall be Gettywormed gear, the grade and de- sign approved by the owner. 5. SCREENS -- shall have steel frames with no muntins. Cloths shall be 16 mesh bronze. Screen frames shall be clipped to windows. CARPENTRY 1. SCOPE -- The work under this section shall include all rough carpentry as shown, called for or obviously necessary to carry the operation to successful completion. 2. GENERAL -- All lumber shall meet the requirements of the association under whose grading rules it is produced. All framing lumber of two inch thickness and less shall be seasoned to a max- imum moisture content of 19%. Sizes shown are nominal. Dressed sizes shall conform to American Lumber Standards. Where a piece contains defects admissable in the grade, which might materially impair its structural properties, it shall not be used for joists or other load bearing members. 3. SILLS AND GIRDERS -- Sills and girders shall be No. 2 Southern Pine or Fir. 4. FLOOR JOISTS -- Floor joists shall be No. 2 Southern Pine or Fir. 5. STUDS -- Studs shall be No. 2 medium grain -- 900F Southern Pine or Fir. 6. CEILING JOISTS AND ROOF RAFTERS -- Ceiling joists and roof rafters shall be No. 2 medium grain -- 900F Southern Pine or Fir. 7. FURRING STRIPS -- Furring strips shall be No. 2 Southern Pine or Cypress. Where furring strips are treated with a wood preser- vative, heart required waived. 8. SUB- FLOORING ROOF BOARDS AND SH ATHING -- Sub - flooring, roof boards and sheathing shall be No. 2 Southern Pine. 9. COLLAR BEAMS, BRIDGING, ETC. -- Collar beams, bridging, grounds stripping, etc., shall be No. 2 Southern Pine. 10. FRAMING -- Sills 2" x 4" roof plates 2" anchored to concrete belt with 2" x 10" bolts, 5'0" o.c., floor joists 2" xi'►' -16" o.c. ceiling joists and rafters 2" x 6" ( and 2" x 8" if over 12') -16" o.c. Floor joists shall be bridged with 1" x 3" bridging joists double under all partitions, headers, etc. Studs shall be cross braced once in their height, all doubled at all openings and intersections. Roof rafters shall be well spiked to plate, every fourth rafter anchored to plate. Paint all under floor timbers, ends in masonry and furring lath with heavy coat of cel- cure-sol brushed on. 11. SUB -FLOOR AND SHEATHING -- Cover all floor joists and roofs with 1" No. 2 common sheathing laid diagonally to floors and at right angles to supports for roofs. 12. FURRING -- Furr at all exterior walls with 1" x 2" strips 16" o.c. Set all grounds and nailing blocks as required by other trades. l 13. LUMBER TREATMENT -- Sills, plates, furring, first floor joists, other joist ends at masonry for a distance of 12" stud ends at foundation, window bucks and any other lumber or timber coming in contact with masonry shall receive one drenching brush coat of cel-cure-sol or creosote on all surfaces. MILLWORK AND FINISH 1. SCOPE -- The work under this section shall include: a. Door frames. b. Entrance doors. c. Screen doors. d. Typical interior doors. f. Interior trim. g. Kitchen cabinets. h. Bedroom closets. i. Access doors. j. Medicine cabinet. k. Garage door. NOTE: The above scope is intended to assist the contractor in determining the millwork and finish required, however, this con- tractor will be responsible for all millwork and finish necessary for the building according to the plans and these specifications. Sizes as called for in these specifications are intended to be stock mill sizes. 2. DOOR FRAMES -- Exterior frames shall be 1 -3/4" cypress rab- betted. Interior frames shall be 7/8" with planted stops. 3. MAIN ENTRANCE DOOR shall be 1 -3/8" 5 -panel stock slab door as detailed, with a jalousie screen door as made by Protectu Awning Shutter Corp. 4. SCREEN DOOR SHALL be 1 -3/8" cypress with 5i" rails and stiles. 5. TYPICAL INTERIOR DOORS shall be stock, 1 -3/8" thick, 6'8" high Fir panel. Door to garage to be metal backed. 6. DUTCH DOOR from Kitchen to Porch to be two part Dutch Door 1 -3/8" Thick with 5/4'" shelf. 7. INTERIOR TRIM shall be stock plaster mold and shall be applied before plastering. Casings will be required both sides of all doors and base and shoe where wood or linoleum floors occur. 8. KITCHEN CABINETS shall be built as detailed, with drawers, com- partments, shelves, etc., and shall have 4" plywood backs. Doors shall be 3/4" finish fir plywood. Finish work top and drainboard shall be of tile and are provided for in another section of these specifications. 9. BEDROOM CLOSETS and linen closets are to be as shown. Shelves are 1" x 12" supported on 1" x 4" hook strips. Poles are 1" diameter galvanized iron pipes. Enamel hooks shall be placed 8" o.c. on all hook strips. Shoe racks shall be 1" x 8" set at 30 degree angle near the floor with a 1" x 1" heel strip nailed hori- zontally. Bedroom closets to be cedar lined. 10. ACCESS DOOR to unexcavated spaces shall be cypress with 16 mesh bronze screen. 11. FRENCH DOOR to be 1 -3/8" white pine with 5 or 10 glass lights. 12. MEDICINE CABINETS -- See cash allowances. 13. GARAGE DOOR to be overhead type of presswood on 5/4" cypress frame, with planted mould Design as shown on plans. WOOD AND LINOLEUM FLOORS 1. SCOPE -- The work under this section shall include: a. Oak floors in living room, dining room, hall, bedrooms, and closets. b. Pine under floors in kitchen. c. Finish wood floors except those covered by linoleum. d. Linoleum floors in kitchen. 2. OAK FLOORS shall be select red oak, blind nailed and forced' tight. Floor boards shall be T & G and laid the long dimension of the room. 3. PINE FLOORS COVERED with linoleum shall be of No. 2 Pine sur- faced nailed and forced tight. This floor shall finish 1/8" be- low the established floor line to allow for linoleum. 4. FINISH WOOD FLOORS -- All floors shall be sanded smooth and thoroughly cleaned. Oak floors shall be filled and sealed with one coat of 3 to 1 shellac, well sand papered between each coat and then waxed and polished two coats, following the manufacturers. 5. LINOLEUM FLOORS shall be of standard gauge inlaid. It shall be laid over the pine floor and finish flush with the established floor line. The pine floor shall be covered with a layer of one pound saturated felt, cemented in place and neatly fitted. Lin- oleum shall be cemented with paste furnished by the manufacturer of the linoleum. All work shall be done by an authorized dealer of the manufacturer. ROOFING AND SHEET METAL 1. SCOPE -- The work under this section shall include: a. Composition and tile over all sloping roof surfaces. b. Toncan or Armco drip strips. c. Copper flashing. d. Toncan or Armco termite shields. 2. COMPOSITION ROOF UNDER TILE -- Cover all sloping roof surfaces with one layer of 30# felt tagged and nailed over this felt lay one layer of 90# slate surfaced roll roofing thoroughly mopped. Joints shall be lapped at least two inches. 3. BARREL TILE ROOFS -- Cover all sloping roof surfaces with red cement barrel tile or equal. All tiles shall lap at least 2" on second course below. All roof tile to be as manufactured by Brady, Topsail, or equal. All valleys shall be open. All tile shall be wet and laid in 1 to 3 cement mortar. 4. DRIPSTRIPS shall be Toncan Iron. All flushing in connection with tile roofs shall be of Toncan Iron. Valleys shall be lined with Toncan Iron at least 20" wide. 5. TERMITE SHIELDS shall be installed as shown and shall be 22 gauge Toncan or Armco. All joints shall be soldered, and strips shall be bent down at a uniform angle. 6. GUARANTEE -- This contractor shall furnish guarantee in writing that all work included in this contract will remain per - fectly water -tight for a period of two years from date of comple- tion and acceptance, and make good any defective work or damage caused to the building by such defects. TILE WORK 1. SCOPE -- The work under this section shall include: a. Floor, wainscote and accessories in bath room. b. Kitchen drainboard, back and ends. c. Matt glazed bull nosed wall tile stools for all windows. d. Hearth. e. Porch. 2. BATH -- Wainscotes shall be 4'0" high generally and 6'0" high at tub and shower. Wall tile shall be glazed, cushio edge, stan- dard grade. Wainscot shall have field of 44" square tile, cap, base border and accessories shall be colored. Trim at windows to wain- scot height shall be bull nosed. Cap tile shall be square edge and shall finish flush with the plaster. tile. Floor shall be of Ceramic the of same quality as wall Bath shall have six accessories. Tile shall be installed before finish plaster and shall be arranged to finish flush with the finish plaster. 3. KITCHEN -- The drainboard ends and backs to the under side of the upper cabinets shall be tiled. Wall tile shall be 44" wide, for other work, with 6" x 2" colored box trim. Drainboard shall slope sufficiently to obviously drain water. 4. SETTING -- Floor and wall tile shall be bedded solid in Port- land cement mortar with surfaces perfectly level and joints straight and filled. Joints shall be close for bathroom work, 1/4" wide for other work. 5. HEARTH to be of Quarry Tile. 6. CLEANING -- All work must be left entirely clean and free from cracked or defective work. Floors shall be protected until build- ing is completed. 7. COLORS -- All colors to be selected by owner. LATHING, PLASTERING, STUCCO. 1. SCOPE -- The work under this section shall include: a. Rock lath over interior partition, interior ceiling, over furring and elsewhere not otherwise specified. b. Metal lath for corners of wood partitions, intersections of wood and masonry, for backing of tile wainscots and any special places where rock lath is not practicable. c. Hard finish plaster in color for kitchen and bath. d. Textured finish plaster for all the house, except kitchen and bath. e. Stucco on all exterior surfaces of the building. f. Venetian blind guides installed before plastering. 2. METAL LATH shall be 3/8" clinton cloth, tied at all laps and stapled at every bearing, staples not more than 6" apart. 3. ROCK LATH shall be 16" x 48" USG or equal, nailed with four nails at each bearing. 4. GROUNDS -- Wood grounds will be set under the Carpentry section as directed by this contractor. 5. VENETIAN BLIND GUIDES will be provided and set before plaster is applied by the builder. placed. PAINTING 6. PLASTER shall be 2 coat work. The scratch coat shall consist of 1 part sand and 1 part fibered gypsum plaster. a. TEXTURED PLASTER shall be finish coat of gypsum plaster, hydrated lime and screened brown plaster, applied to a modulated surface as directed by the Architect. All finish plas- ter shall have mixed integrally color pigments to produce the shades of the finish work as approved by the Architect or owner. b. HARD PLASTER shall be smooth finish. Application shall be trowelled to a hard smooth finish. Hard finish plaster shall be painted. Openings, so shown on plans or details, shall have bull nose or plaster returns at jambs and heads, using a 1" radius. Finish plaster in baths shall be executed after tile is 7. STUCCO shall be 2 coat work. The scratch coat shall consist of 1 part Portland cement, 2 parts sand and 1/4 lime putty; fibered as necessary. Under coat brought to true plane and scratch. The finish coat shall consist of 1 part Portland cement and 22 parts of sand with approved waters -proof pastes added according to manu- facturer's directions. The finish coat shall present a brush finished texture as approved by the Architect. 8. CUTTING AND PATCHING -- This contractor shall at his expense do all cutting and patching required by other trades, leaving all surfaces in perfect condition at the completion of the work. 9. CLEANING -- Upon completion of work all plaster stains shall be removed from other work,, all debris, removed and the whole left in a clean and neat condition. 1. SCOPE -- The work under this section shall include: a. Painting all metal sash and screens. b. Painting all exterior woodwork. c. Painting all interior woodwork. d. No painting required for interior plaster except kitchen and baths. e. Water -proof painting all stucco and exposed block walls. 2. MATERIALS -- All materials to be of Valentine's Company's or equal in manufacture, delivered in original containers on the job, in sufficient quantities to do the required work subject to in- spection and approval. To be of materials and colors as selected by the Owner. To be mixed thoroughly, and accordance with directions on can, or furnished by manufacturer, and applied in a careful and workmanlike manner, and in strict accordance with best painting practice. All thinners or oils shall be of the highest quality, and meet with approval of the Owner. 3. SAMPLES AND COLORS -- Samples of all finishes and colors shall be prepared for and approved by the Owner. 4. PRIMING -- Wood work, including trim, shall have all knots stopped and shall otherwise be prepared before finish. Priming shall consist of one coat of lead and oil on the unexposed Ourface of all woodwork; one coat of lead and oil on the exposed surfaces that are to be painted. 5. METAL SASH AND EXPOSED METAL shall be given: • a. Valentine's primer, thinned with one pint of pure tur- pentine to the gallon. b. Valentine's house paint as received in package, and color as selected. TZA Pzuucau2 6. EXTERIOR WOODWORK to be given; a. One coat of Valentine house paint, thinned with one pint pure turpentine and one pint raw linseed oil thinned to shade desired. b. One coat Valentine's house paint, thinned with one pint pure raw linseed to gallon. c. One coat of Valentine's house paint as received in package. 7. INTERIOR WOOD AND TRIM to be given: a. One coat of Valentine's enamel undercoater thinned with one quart of pure turpentine to the gallon. b. One coat of Valentine's enamel undercoater thinned with one pint of turpentine to the gallon, and tinted to ap- proximate shade of finish shade. c. One coat of Valentine's enamel eggshell tinted to desired shade and applied as received in package. Well sandpapered between each coat. 8. EXTERIOR STUCCO to be given two coats waterproof lime wash: a. First Coat- First Mix. Three bags Tiger lime, three gallons of gable -tite water- proofing, three pounds of calcium chloride, and color for desired tint- per barrel of water. b. Second coat- Second Mix: Three bags of lime, five gallons of gable -tite water- proofing, three pounds of calcium chloride, color for desired tinting, per barrel of water. 9. KITCHEN AND BATHROOM walls to have two coats of primer and one coat of dull finish enamel. 10. CLEANING -- Upon completion of the painting, this contractor shall remove all traces of paint from adjoining work, such as hardware, unpainted plaster, tile work, etc. This contractor shall leave his work free from all blemishes whatsoever. SPECIAL NOTE: The paint herein specified is of Valentine's Manu- facture. The Contractor may use paint of another manufacturer pro- vided, however, it meets the quality of the Valentine Company's and is approved in all details by the Owner. GLAZING 1. SCOPE -- The work under this section shall include the glazing of all doors and windows. 2. GLASS shall be "B" quality double strength. 3. STEEL WINDOWS shall be glazed with glazing clips and putty, from the outside. 4. WOODWORK shall be glazed with wood stops from the outside. 5. BATH WINDOW to be of tinted Florentine Glass. 6. CLEANING -- Upon completion of the job all glass shall be thoroughly cleaned and left in a whole and perfect condition. • • 1. SCOPE -- The work under this section shall include the furnish- ing and installation of all builder's hardware and the installation of all finish hardware; all as required to complete the work. Window hardware is to be furnished complete with the steel windows. • • HARDWARE 2. FINISH HARDWARE -- Except as listed below shall be furnished as under an allowance. Upon delivery it shall be cared for by this contractor and installed in the work. 3. BUILDER'S HARDWARE, shall include all nails, screws, spikes, bolts, joist anchors, stirrups, etc. 4. THRESHOLDS AND WEATHERSTRIPS -- All exterior doors shall have Barland interlocking 3" bronze thresholds and springs bronze weatherstrips on bottom strips. ELECTRICAL WIRING 1. SCOPE -- The work under this section shall include the complete installation of the wiring system from the lighting company's ser- vice to every outlet in the building, including panels, switches, circuit wiring, receptacles, fixtures, bells, buzzers. All materials shall be approved by the National Board of Fire Underwriters and the wiring system shall comply with all or- dinances and regulations governing same. 2. FIXTURES shall be furnished under an allowance, and installed by this contractor. 3. GUARANTEE -- All this entire work shall be guaranteed against any defects for a period of two years from date of acceptance. 4. CONDUIT -- All wiring, except for bells and annunciators shall be run in best quality galvanized steel tubing, All conduits must be concealed and run continuous from outlet to boxes, etc. 5. SERVICE -- Service shall be 100 amp. range cut -out and nine 15 amp. branch circuits. 6. WIRING -- Wire for lighting and power shall be approved by Underwriters Lab. for size, grade, and insulation. 7. OUTLET BOXES, SWITCHES, RECEPTACLES -- Outlet boxes shall be standard pressed steel knockout boxes. Local switches shall be single pole, toggle type, with H & H Ivory lite covers except however, all bath and kitchen cover plates shall be chromium plated. 8. POSITION OF OUTLETS -- Unless otherwise directed or indicated, plug receptacles shall be 18" above floor, wall brackets 6'0" above floor, wall switches 4'0" above floor. Outlet shall center not less than 7" from opening trim and where required must be centered on wall, ceiling or paneled spaces. 9. BELLS, ANNUNCIATORS, ETC. -- There shall be installed, using rubber covered wire a complete bell and annunciator system of ample capacity to serve the requirements indicated on the plans. Bells and buzzers shall be of the flush type which to- gether with necessary transformer, will fit standard switch or receptacles. 10. CUTTING, PATCHING, SLEEVES, ETC. -- This contractor shall do all cutting and patching necessary for the proper installation of his work. All sleeves, etc., required shall be'furnished and in- stalled under this contract. PLUMBING 1. SCOPE -- The work under this section shall include the complete installation of the plumbing system including the sewage disposal, water supply lines, and plumbing fixtures. It is the intent of this specification to install a working plumbing system complete from the city or utility lines to the last fixture or outlet in the building. This contractor is required to pay all service and con- nection fees required to make this installation complete from the conditions as they exist at the present time. The Plumbing system must comply with all ordinances and regulations governing same. 2. EXCAVATION -- This contractor shall do all excavation and dig- ging necessary to complete his contract, backfilling properly after his work has been inspected and approved. 3. SEPTIC TANK shall be of precast concrete, 421 gallon capacity, complete with leaching field to comply with the code of Miami Shores Village. 4. CONTRACTOR to pay for and install a 5/8" water meter with 3/4" water service as hereinafter described. The cost of meter, if any, and deposit for water service to be included in this proposal. From meter run a 3/4" line to the last riser in the build- ing running a 3/4" line to kitchen and bath, then supplying all necessary pipe distributing cold water to all outlets and fixtures install 2" x 12" air chamber on all risers. Hot water supply line shall be 2 ". Run hot water pipe to all fixtures except water closets and sill cocks. 5. PIPE -- Soil and vent shall be extra heavy weigIat cast iron with hub and spiggot ends. Hot and cold water lines shall be galvanized mild steel pipe. Lead pipe shall be "D" quality. Fittings shall correspond in weight, type and grade as pipe to which they are con- nected. Cold water valves No. 440 hot and cold water valves No. 7 Crane Ccunpany or equal. Roof flanges shall be galvanized improved type. 6. WALL HOSE CONNECTIONS -- Install where shown on plans 2" sill cocks. 7. GUARANTEE -- The plumbing contractor shall be responsible for the proper operation of the entire plumbing installation for the period of one year from the date of acceptance. He shall make good at his expense any defect in manufacture of imperfect workmanship within this time limit. 8. FIXTURES -- All fixtures shall be equal to the list of fixtures below as manufactured by the Crane Company. All exposed metal shall be chromium plated. All fixtures are to be white. 9. PLUMBING FIXTURE SCHEDULE BATH: WHITE 5 K556 Cosmopolitan tub fitted with B -73 tub and shower fittings, B -428 l -" pup -up waste and 5' c.p. recess rod and pins, less curtain. LAVATORY WHITE: • K -2710 (19" x 22 ") complete as shown and described. CLOSET WHITE: K -3700 White closet fitted with #600 plain white seat and cover, c.p. angle stop and flange package. KITCHEN SINK WHITE: 30" x 18" with B -898 -T swing spout faucet and B -989 strainer. SOLAR WATER HEATING SYSTEM 1. SCOPE -- The work under this section shall include a complete sunwater system with heating coils in metal box, insulated storage tank and necessary pipe connections. The connection from this system to the plumbing system and shutoff valve will be made and furnished by the plumber, and roof flashing will be done by the roofer. Supports to carry the weight of the tank a d box shall be built by the carpenter. 2. TANK shall be= gallon special solar tank constructed of heavy duty steel galvanized inside and out. Box shall be insulated on bottom and sides. Insulation shall be of 5" of cork and insu- lation board on top and all sides. 3. HEATING COILS AND BOX shall be'®lite size (4f x10'). Coils shall be of copper tubing. Box shall be of galvanized steel, painted inside and out. Box shall be insulated on bottom and sides. The top of the box shall be covered with glass in large section.