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848 NE 100 Sti D a t e 1 1 I (aI9 5 J o b Address Pa AIL (0 0 5T. H 1/) S h 0 YRS Tax Folio ie /.5' 6 4,ak /e9 /' /4/ /A 33 Legal Description 9 Historically Designated: Yes _ � 15 re re- owner�enant V 1(vC.E N r j. d- C 4 206 e I- Master Permit # Owner's Address E4N NC /o a5T H) 334 oIE0-, FL - 53136 Phone 305 -1 51-56s 6s 7 Contracting Co. BEST 6 Atli r0 E Do l� 1 N C • Address C 0 0 3 LI N . 1/l0 . g 0 aA IJL ti (A"(. Eft & Q SNTI AGO k • SVA2EZ SS# Phone (30S)R2I FL 33°1 State # Municipal # Architect/Engineer Bonding Company Mortgagor J0/7,4 JAU/n 6 Address Po /S 7o 7J SA deii9 6. 9// 0 9 Square Ft. Permit Type (circle one BUILDIN ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION 1 )1 A L LATI ON OF O Ne OUCCI -f tR 0 641246E 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 law r-gulatin: •nstruction and zoning. Furthermore, I authorize the above -named contr • •r to do the work stated. Si�f owner e Notary as to Owner and/or Condo President Date My Commission Expires: ILVVICIAL NOTARY SEAL FRANCES LORETTA DEVORR -MAGIC NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. CC306312 MY COMMISSION EXP. AUG, 5 8'6 "x-7' FEES: PERMIT 46 RADON APPROVED: Zoning Mechanical PERMIT APPLICATION FOR MIAMI SHORES VILLAGE DOO Building Date Competency # 00001458(0 Ins. Co. e EQT I FICHTE ATTACH Address Address Estimated Cost (value) I 6) c2 5 • C.C.F. r NOTARY ature of Contr for or Owfier- Builder, Notary as to Contractor or Owner - Builder My Commission Expires: r'�;CIAL N r t S FRANCES LORETTA DEVORT+ -MACX NOTARY F'JBLKC STATE OF FLORIDA. COMMCSSION NO. CC306312 ( o• t� ► -. • EXP AUG, 3,1997 Electrical No . 1 3ge TOTAL DUE t- ') ;0 ‘• 50 ///3/75 Date Plumbing Engineering ME� ADE METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING PRODUCT CONTROL NOTICE OF ACCEPTANCE Clopay Corporation 312 Walnut St. Cincinnati, OH 45202 BUILDING CODE COMPLIANCE OFFICE SUITE 1603 METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 PRODUCT CONTROL SECTION (305) 375 -2902 FAX (305) 372-6339 Your application for Product Approval of: Model 78, 83, 84A, 91, 93 and 94 - Sectional Doors 9' -0 wide under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by 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 product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Code Compliance 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.:95- 0317.01 (supersedes No.: 94- 0614.03) Expires:07 /25/97 ' Raul Rodfiguez Product 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. Approved: 04 /03/95 -1- Director Building Code Compliance Dept. Metropolitan Dade County . Clopay Corporation, EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. Description: This approves overhead doors 9' -0 wide x 8' -0 thru 6' -6" high with 24 gauge steel skin, coated with G -60 galvanizing, baked on primer and baked on polyester top coat. APPROVED The door shall be constructed and reinforced as detailed in the approved drawing #101182. Use: 3. Installation: Model Type 78 Flush Panels 91 Smooth Texture 93 or 83 Wood Grain Texture Steel 94 or 84A Wood Grain Texture & Painted Style The door shall meet the burglary security requirements of Section 3603.2 (c) 2 (aa) of the South Florida Building Code. This door is approved fora 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 operating mechanism (not included in this approval) shall be certified by Underwriter Laboratories or other recognized agency. ACCEPTANCE No.: 95- 0317.01 • APR 0 3 1995 . 'JUL. 2 5 1997 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' -0 wide door with a minimum embedment of 1 into the concrete or reinforced block. -2- Candido Font, P.E. Plans Examiner Product Control Division Clopay Corporation ACCEPTANCE No.: 95- 0317.01 APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 4. Conditions of Use: Application for building permit shall be accompanied by duplicate prints of the approved drawings #101182 Sheets 1 & 2 bearing the approval stamp, Notice of Acceptance number and date by the Dade County 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 with the following statement: "The supporting structure has been designed for the forces shown on the approved manufacturer's drawings." Application for building permit for replacement doors shall be accompained by duplicate prints of the approved drawing #101182 Sheets 1 & 2 bearing the approval stamp, Notice of Acceptance number and date by the Dade County Product Control Section. Also the Building Official must be satisfied that the proposed installation meets the use of the Section 2 above. 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 Date Drawing Reference Test Signature . Heti 94 -47 04/15/94 - #101182 A. Viquar, P.E. Heti 94 -04 03/02/94 #101182 A. Viquar, P.E. Calculations Date Signature A. Farooq Corp. 05/05/94 A. Farooq, P.E. Drawing Number Last Revision Signature Clopay B.P. Co. #101182(1&2) 05/94 -2a- M.W. Westerfield, P.E. andido Font, P.E. Plans Examiner Product Control Division APR 0 3 1995 'JUL 2 5 1997 METoaoE 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 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. 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 ()Idle Notice of Acceptance is displayed, then it shall bc 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 of his distributors 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. Raul Rodriguez Product Control Supervisor INSTALLER MODEL RETAIL MODEL DESCRIPTION 78 78 FLUSH PANELS 91 N/A SMOOTH TEXTURE STEEL 93 83 WOODGRAIN TEXTURE STEEL 94 84A WOODGRAIN TEXTURE STEEL W/ PAINTED STILES DOOR HEIGHT I SECTION HEIGHTS 1ST 2ND 3RD 4TH 5TH 6' - _21" 21" 18" 21" 18" 21" 21" 21" N jA N/A 18" 21" 7' -0" 7' - 6" I 1 Ft" 18" 18" 18" 18" 18" 18" 8' -O' 21" METRO MODELS 78, 84A 91. 93. 94 (24 GAUGE END STILES ATTACHED TO DOOR SKIN WITH PATENTED TOG -L -LOC SYSTEM (TOP, BOTTOM, & CENTER) (3) INTERMEDIATE STILES PER SECTION ATTACH WITH TOG -L -LOC (TOP & BOTTOM) AND URETHANE ADHESIVE (ALONG CENTER) MAX. DOOR WIDTH - 9' 0" INSIDE 'ELEVATION (SCALE: 1/2" = 1') NOTE 1; DOORS UP TO 7' -0" 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. A A SEE END HINGE DETAIL -ON PAGE 2. SEE INTERMED. HINGE DETAIL ON PAGE 2. TWO POINT LOCKING INTO TRACK PER SFBC 3603.2 (O DOOR SIDES b ion. CL II 0 = o cc U ' O I o ta REY MAX. DOOR WIDTH = 9' -0" 5/94 END STILES ATTACHED TO DOOR SKIN WITH PATENTED TOG -L -LOC SYSTEM (TOP, BOTTOM. & CENTER) (3) INTERMEDIATE OG PER SECTION ATTACH -L-LOC (TOP & BOTTOM) AND URETHANE ADHESIVE (ALONG CENTER) 3 c 1 rg !1 AV= rig vim LW. 11 r im 11111 ii 1 11111 .1 ► 1_IiICI 1 _ i1: 1 'iii _ iiiii _ I1iIE INSIDE ELEVATION (SCALE: 1/2" = 1') * - SECTIONS AR NUMBERED STARTING AT THE BOTTOM. umpay Building Products Company PAGE 1 OF 2 INSIDE ELEVATIONS CLOPAY BUILDING PRODUCTS COMPANY 312 WALNUT STREET SUITE 1600 CINCINNATI, OHIO 45202 (513) 381 - 4800 DATE =AIX. PLOT 1 =24 aura DRAWN en OE XED Plf. 2/17/94 MWW LOCK NOTE REVISED DESCRIPTIDN TWO POINT LOCKING INTO TRACK PER SFBC 3603.2 (OPPOSITE SIDES OF DOOR) THIS DOOR HAS A DESIGN PRESSURE OF +46.0 PSF & -48.0 PSF AND A TEST PRESSURE OF + 69.0 PSF & -72.0 PSF. cLustitcATlaa APPROVED AS COMPLYING WITH ITIE SOUTH FLORID . NI CODE DATE___. ?? 19 B7 RODUCT CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO C15 -03) 7.0 MANUFACTURED / PURCHASED DESCRIPTror` METRO DOOR MODELS: 78, 84A, 91, 93, 94 BRAVING NUMliERt 101182 3 DOOR BRACKET PLACEMENTS HEIGHT "L" "X1" "X2" "X3" "X4 6' -6" 70" 3-1/2" 10" 35" 60" T -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 APPUED TO BOTH SIDES OF STEEL SKIN. 14 GA. END HINGE 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 ® 12" 0.C. FOR DOORS UP TO 9' -0" WIDE & ® 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 TIE BEAMS. ALL BARS SHALL BE CONTINUOUS FROM TIE BEAMS TO FOOTING. FOR DOORS OVER 9' -0" WIDE PROVIDE TIE COLUMNS. PREPARATION OF JAMBS BY OTHERS. 14 GA. INTERMEDIATE HINGE SCALE 2" = 1' STOP MOULDING BY DOOR INSTALLER (TO SUIT) 18 GA. MIN. GALV. STEEL END STILE 11111E TRACK 111 14111 111 14111 111 14111 12 GA. GALV. STEEL 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' 20 GA. MIN. GALV. STEEL INTER. STILE 2" STEEL ROLLER. �-- 2" THICK 1 SECTION A —A SCALE 2" = 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 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" 1-- 14 GA. GALV. STEEL 0 END HINGE. EACH FASTENED TO END STILES W /(4) #14x5/8" p SHEET METAL SCREWS 0 0 & (4) 1/4" SELF TAPPING SCREWS. U w z w a 0 3" TALL x 20 GA. GALV. STEEL U —BAR. TWO PER DOOR SECTION. ATTACHED WITH 1/4" SELF TAPPING SCREWS. (2) SCREWS AT EACH END AND INTERMED. STILE LOCATION. ALUMINUM EXTRUSION Sc VINYL WEATHERSTRIP. = Clopay Building Products Company "L " X4" " X3" a L "X 1" 13 GA. GALV. STEEL BOTTOM BRACKET. ATTACHED WITH (2) #14x5/8" SHEET METAL SCREWS. REV 2 3 CLOPAY BUILDING PRODUCTS COMPANY 312 WALNUT STREET SUITE 1600 CINCINNATI, OHIO 45202 (513) 381 — 4800 5/94 5/94 PAGE 2OF2 CONSTRUCTION DETAILS DATE 13 GA. GALV. STEEL FLAG BRACKET. EACH FASTENED TO WOOD JAMB WITH (3) 5/16"x1 =1/2" WOOD. LAG SCREW.. TRACK CONFIGURATION SCALE 1/2" = 1' 2" GALV. STEEL TRACK, TRACK THICKNESS: .060" SCALE DATE, 2/17/94 DRAVN Br. NIWW CHECKED BIB c/AN6es to PAGE 1 PLOT 1 =24 CLASSIFICATION DESCRIPTION JAMB ATTACHMENT: INTERIOR PAINT CLARIFY HORIZONTAL TRACK SUPPORT BY DOOR INSTALLER (TO SUM) TYP. 2- 1/2"x12 GA. GALV. STEEL TRACK BRACKET. THIS DOOR HAS A DESIGN PRESSURE OF +46.0 PSF & —48.0 PSF AND A TEST PRESSURE OF + 69.0 PSF & —72.0 PSF. APPROVED AS COMPLYING WITH THE SOUTH FLOR! . B LDING CODE DATF 4 �. BY � — 19 OIJLCT CCkTAL DIVISION BU!1DiNG CODE / COMPLIANCE OFFICE , ACCEPTANCE NO. q5 7.1)) MANUFACTURED / PURCHASED DESCRIPnDr* METRO DOOR MODELS: 78, 84A, 91, 93, 94 B DRAVIND NUMBER. 101182 3 THEE PLANS ARE APPROVED FOR ISSUANCE OF A BUILDING PERMIT VARIANCE(S) LISTED IN "REMARKS" MIAMI SHORES BUILDING AND ZONING UNLESS SPECIFICALLY LISTED BELOW. AND COUNTY LAWS MUST BE COMPLIED Authorized S grt ture Date • WITH NO V ^RIANCES • WITH NO OTHER PEV ATIO 'S FR1M THE ORDINANCES WILL BE PF IMITTED. ALI. OTHER APP' IC \IRE STATE WITH BY ALL PARTIES. FIRE DEPAR :..:E;'F KY I :E r. EP;;R ' ,': BUI!..DING DIRECTOR . 1 7■` ) r t PLAN;.Ir;G & ZO;YI ::G 50 1 a'.D VILLAGE COU:..II. APPROVAL PRELIMINARY: FINAL! 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.