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GARAGE DOORIPERMTIC APPLICATION FOR MIAMI SHORES VILLAGE 9 Date -57 -M ' 7 Job Address al . 7 q 8' P r.Tax Folio Legal Description Historically Designated: Yes No Owner/Lessee / Tenn ° Fi / L C CP (-,1 P1, c 4 At p8 e Master Permit # 1 7 57 Owner's Address 1° - Phone / — R 5 -5 3 — 9 3' a Contractin Co. ©1» et-)e Address Qualifier SS# Phone State # Municipal # Competency # Ins. Co. Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): U LD r G ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE $IGN WORK DESCRIPTION My Commission Expires: FEES: PERMIT APPROVED: Zoning Mechanical Signature of owner and/or Condo President Date Notary as to Owner and/or Condo President Date S`ZI L.c( A/C. G- -402,4 GQt J2 00 I - Square Ft. Estimated Cost (value) 1.5 i 0 0 WARNING TO OWNS s" • 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 LENER 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 wi rk will be perfonned to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. • OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. Signa a of Contractor or Owner - Builder x,,-0/9 -0 Notary as to Contract My Commission Exp A h ) er- Builder (WIC-JAL It5 ARYSEAL GLADYS J VILLAR NOTARY IWBUCSTATE GF FLORIDA COMMISSION NO. CC7 MY COMMISSION EXP. MAIL 1 r es: Date 2003 Date g9LCOLN L CAMPBELL SOLD 262 NE 98TH ST l4 I SHORES, FL 33138 -2408 TO OUR1 (954)523 -98241 L. ORDER DATE 5/18/99 - CRAWFORD DADE RECE CRAWFORD DOOR COMPANY INC. J GARAGE DOORS 339 N.E. 69th STREET MIAMI - (305) 757 -4113 INVOICE N0 MIAMI, FLORIDA 33138 FAX - (305) 757 -4115 LI NE - ( 523 -5311 1 .. 6 V► SHIP TO _J L TERMS: C.O.D. - - - - Accounts over 15 days will be charged 1.112% per month service charge. CUST. ORDER NO: SH & INSTALL NEW VINYL TRIM OLDINGHTO MATCH SH & INSTALL NEW BACK HANGS TO BRACE TRACKS SALESMAN TOTAL IVED PAYMENT IN FULL ON 5/18/99 VISA# 4271382738855820 Ems* 11/00 RUTH# 335253 REF# 20397004 :DATE -° SH & INSTALL 0) CLOPAY MODEL #94 8'X7' WHITE RAISED PANEL - INCLUDES * TEAR OUT OLD DOOR 4ND HAUL AWAY * INSTALL 'ALL NEW TRACKS, SPRINGS, 4ND HARDWIRE * INSTALL WITH OUTSIDE. KEY LOCK HANDLE S H & INSTALL NEW WOOD JAMBS ON BOTH SIDES - SECURE IN COMPLIANCE WITH COUNTY CODES DUPLICATE /STATEMENT • - TOTAL -• 'AMOUNT 'DUE • AMOUNT . 595.00 $ 90.00 $ 45.00 $ 20.00 $750.00 $750.00 -- 0.00 J METRO -DADEr METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET. SUITE 1603 MIAMI, FLORIDA 33130 -1563 PRODUCT CONTROL. NOTICE OF ACCEPTANCE (305) 375 -290; Clopay Corporation FAx (305) 375 -2906 312 Walnut St., Suite 1600 PRODUCT CONTROL DIVISION Cincinnati OH 45202 (305) 375 -2902 FAX (305) 372-6339 Your application for Product Approval of: 24 GA. Sectional Door 9' Wide under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials an Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Applicant, along with Clopay Building Products Co. drawing # 101702 -24, last revision on 07/08/97, signed and sealed by M. W. Westerfield P.E. (For complete listing, see Section 7 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 not be valid after the expiration date stated below. 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 Office may revoke, modify, or suspend the use ofsuch product or material immediately. The applicant shall re- evaluate this product or material should any ammendments to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the the right to revoke this approval, if it is determined by the Building Code Compliance Office that this . • product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. :.Acceptance No 0122.02 (Revises No.: 95- 0821.02) Expires:08 /21/00 Raul Rodliguez Product Control 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: 08/21/97 -1- Director Building Code Compliance Dept. Metropolitan Dade County Internet mail address: postmasterR huilriinnrnrinnnlinp rnm 14nmu..m..e• Track Skin j End Stile Center Stile End Hinge Center j Hinge Horizontal Reinforcement Shape Frequency 16 GA 24 GA 20 GA 20 GA 14 GA 18 GA 2'/" x 20 GA U 1 /3 Section I 2 /Other Section Clopav Corporation ACCEPTANCE NO: 97- 0122.02 APPROVED : AUG 2 1 1997 EXPIRES : AUG 2 1 2000 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1.0 DESCRIPTION: This approves sectional door 9" wide x S' -0" through 6' -6 "" high made out of steel, drawing quality Grade 28,000 KSI (ASTM A525), galvanized coating of G60 (ASTM A525) and finished with bakes on polyester coating. The door shall be constructed and reinforced as detailed in the approved drawinc #101702-24 2.0 USE: This door is approved for a maximum design pressure of +42PSF and —48PSF and its use is restricted to this pressure. The door passed the impact and cyclic test; therefore it does not require hurricane protection devices. The door shall meet the burglary security requirement 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 Underwriters Laboratories or other recognized agency. Product Control Division ido Font, PE, Sr. Product Control Examiner Clopav Corporation ACCEPTANCE NO: 97- 0122.02 APPROVED : AUG 2 1 1997 EXPIRES : AU6 2 1 2000 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 3.0 INSTALLATION: The door shall be installed.as shown on Drawing 4101702 -24. 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 of a durable species as defined in subparagraph 2913.2(a)6(aa) of the South Florida Building Code. Installation of 2" x 6" wood jamb requires a '/" x 3 ITW tapcon and 1" 0 x 1/16" thick washer @; 8" from bottom & 16" o/c with a minimum embedment of 1'/4" into 2000 PSI (minimum) concrete or Grout filled concrete block. Or 3/8" x 4" Rawl Lok/bolt and 1" 0 x 1/16" thick washer @ 8" from bottom and 24" o/c with a minimum embedment of 1 into 2000 PSI (minimum) concrete or grout filled concrete block. Installation of track requires a 5/16" x 1' / "wood lag screw at each track and flag bracket @ as shown on Drawing 4101702-24 with a minimum embedment of 1-1/16" into 0.55 SG Southern Yellow Pine PT 2" x 6" wood jamb. 4.0 CONDITIONS OF USE: Application for Building permit shall be accompanied,by duplicate prints of the approved Drawing 4101702-24 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 Professional Engineer or Architect verifying the adequacy of the door at each site. The shop drawing 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 drawing ". Application for building permit for replacement doors shall be accompanied by duplicate prints of the.approved Drawing #101 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 meet the use of Section 2 above. andido Font, PE, Sr. Product Control Examiner Product Control Division Clopav Corporation ACCEPTANCE NO: 97- 0122.02 5.0 LIMITATIONS: This approval requires the manufacturer to do testing of all coils used to fabricate door panels under this Notice of Acceptance. A minimum of 2 specimens shall be cut from each coil and tensile tested (according to ASTM E -8) by a Dade County approved laboratory selected and paid by the manufacturer. Every 3 months, four times a year, the manufacturer shall mail to this office: a copy of the test reports with confirmation that the specimens were selected from coils at the manufacturer's production facilities and a notarized statement from the manufacturer that only coils with a yield strength of 28,000 PSI or more shall be used to make door panels for Dade County under this Notice of Acceptance. 6.0 IDENTIFICATION: All approved products shall be permanently labeled with the manufacturer's name, city, state and the following statement: "Dade County Product Control Approved ". 7.0 EVIDENCE SUBMITTED: Test Report CTL #986 B ATL # 111201 -96 Calculations Mark W. Westerfield Drawing Clopay B.P., Co. APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS Test Date ASTM E -8 12/16/96 PA 201, 202 & 203 11/13/97 Date 01/10/97 Number 101702 -24 - 2b- Signature M. W. Westerfield, PE 07/08/97 : AUG 2 1 1997 : AUG 2 1 2000 Signature R. Patel, PE W. Mehner, PE Last Revision Signature M.W. Westerfield, PE Product Control Division tdo Font, PE, Sr. Product Control Examiner =long■ C;ornoratiol: XPIRE. RIF NOTICE OF ACCEPTANCE TA\DARL 200[ R_,.ewa! of :i:ls ..,.,,eptance (approval) shall be considered alter .. re.,_. : .,, . :al c:,pi; .. ......_ ___.. :lie an;, tne orit*ina suomlttei documentation. including test supporting data. engineering documents. :ire nc 0!Cer :Can. ei :n: (S. yew Any and ail approved products shall be permanently laoeied with the manufacturers nam :::y. state and the foliowinc. statement: "Dade County Product Control Approved - , or as specifically s :ated in t.^,_ soecif ;_ conditions of this .Acceptance. Renewals of Ac.:ctomn:?.. wiii no: be considered Th_._ ..as bee:: a change :r. the South Fier._ Bondi('_ _. eyal_a::.,. : • - c c: t' : _. ...._ pr a.�_:'_. .-.._ :ne prate__. : .. no: in compliance within_ coat: chancre_: The Droauc: :s no i0l2e7 the same product :identical :ne one cr'rrt ^rai' a__r^'.'__. if the Acceptance holder has not complied . all :ne r_Cu:S : 'r3 eme _ of _ , ac__7:_. __. ..._ �dmt' t ^e = 0r'__• installation of the proauc :: The en oi n e 2 riv is a stale: . _..tell _C document"' : :"- in: : :.. ' sup—: -'e_. 1� no longe _ _ _ __.. �yn originally prepared. s.r.e_ _ se __ � ._ . ,. � -„- _ practicing :ne engineering professions. Any revision or :mange in the materials, use. anc..or manufacture of tree product or process shah automatically be cause for termination of this Acceptance. unless prior written approval has been reauested (through the tiling of a revision application with appropriate fee) and granted by this office. Anv of the following shall also be _rounds for removal of this Acceptance: :) Unsatisfactory performance of this product Or process: b) Misuse Of this Acceptance as an endorsement of any product. for sales. advertising or any other purpose. The Notice of Acceptance number preceded by the words Dade County. Florida. and followed by the expiration date may be dispiaved in advertising literature. If any portion of the Notice of Acceptance is displayed. then it shall be done in is entirety. A copy of this Acceptance as well as approved drawings and other documents. where it appiies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspectiun at the job site at all times. The engineer need not reseal the copies. S. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Acceptance contains pages 1. 2, 2(a) through 2 (b) and this last page 3. Items 10, 11 & 12 listed below only apply to glazed products 10. Unless specifically indicated in the Acceptance (approval). this unit is approved as a single unit installation. For multiple installation of this unit,•a separate Acceptance for mullions is required from the Product Control Section 1 I. The spacing of fasteners at windowsills shall be as indicated in Section 4 of this Notice of Acceptance. The spacing of fasteners in all other parts of the frame shall be as indicated in Section 4 of this Notice of Acceptance. but in no case shall exceed 24" on center. The first fastener shall be located at a maximum of 6" from each corner and mullion or stile. Fastener shall fully penetrate the buck, which shall be the same size as the one tested with the unit. No wood or plastic shields or pins shall be used for anchoring. 12. Hardware for all windows and doors shall conform to Security and Forced Entry Prevention, Chapter 36 of ,the South Florida Building Codc. Candido Font, PE. Sr. Product Control Examiner Product Control Division END OF THIS ACCEPTANCE -3- INSTALLER MODEL RETAIL MODEL DESCRIPTION • 93 83 24 GA. STEEL SKIN• 18 GA. STEEL END STILES 94 84A 24 GA. STEEL SKIN: 18 GA. PAINTED STEEL END STILES DOOR BRACKET PLACEMENTS HEIGHT "L" 1 X2 3 X4 6' -6' 70 3 -1 2ti 10" 35" 60" 7 " -0" 76" 3 -1 2 10" 38" 66" • • fs/ill Willi laiilrK• 8 -0 88 3 -1 2' 10' 34 58 c�a MODELS 83, 84A, 93, 94 END STILES ATTACHED TO DOOR SKIN WITH PATENTED TOG -L -LOC SYSTEM (TOP. BOTTOM, & CENTER) ONE INTERMEDIATE STILE BETWEEN EACH EMBOSS ATTACHED WITH TOG -L -LOC (TOP & BOTTOM) AND URETHANE ADHESIVE (ALONG CENTER) A "L" "X4" "X3" u 1 u LOCATION OF OPTIONAL VENTS &MAXIMUM VENT OPENING: 60 IN' MAX. DOOR WIDTH 9' 0" INSIDE ELEVATION NOTE 1• DOORS 6'6" HIGH CONSIST OF (4) SECTIONS; (2) OF 21" & (2) OF 18 ". DOORS 7'0' HIGH CONSIST OF 4 SECTIONS: 4 OF 21". DOORS 7'6" HIGH CONSIST OF 5 SECTIONS: 5 OF 18 ". DOORS 8'O HIGH CONSIST OF 5 SECTIONS; 2 OF 21" & (3) OF 18 ". NOTF 9; SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED BY A REGISTERED PROFESSIONAL ENGINEER FOR WIND LOADS SHOWN ON THIS DRAWING. 13 GA. GALV. STEEL FLAG BRACKET. EACH FASTENED TO W000 JAMB WITH (3)L45/16 "x1 -5/8" WOOD LAG SCREW.. TRACK CONFIGURATION 1 2" GALV. STEEL TRACK. TRACK THICKNESS: .060" A HORIZONTAL TRACK SUPPORT BY DOOR INSTALLER (TO SUIT) TYP. 2- 1/2 "x12 GA. GALV. STEEL TRACK BRACKET. SEE END HINGE DETAIL. SEE INTERMED. HINGE DETAIL. TWO POINT LOCKING INTO TRACK PER SFBC 3603.2 5/8" MIN. ENGAGEMENT (OPPOSITE SIDES OF DOOR) (SEE LOCK OPTIONS) 0 co =o Q W 8 V1 flur_ii T U ■ a mg 1 ■ =— T END STILE - ALL DOOR MODELS ARE RAISED PANEL EMBOSS 2x6 WOOD JAMB END STILES ATTACHED TO DOOR SKIN WITH PATENTED TOG -L -LOC SYSTEM (TOP, BOTTOM, & CENTER) ONE INTERMEDIATE STILE BETWEEN EACH EMBOSS ATTACHED WITH TOG -L -LOC (TOP & BOTTOM) � AND URETHANE ADHESIVE (ALONG CENTER) A LOCATION OF OPTIONAL VENTS &MAXIMUM VENT OPENING: 60 IN' MAX. DOOR WIDTH 9' 0" INSIDE MAIM SUDE BOLT LOCK ENGAGES INTO VERTICAL TRACK. ONE LOCK ON EACH SIDE OF DOOR. INSIDE SLIDE BOLT LOCK OPTION IN ER. .TLE OUTFIT)= HANDLE 12 GA. GALV. STEEL TRACK BRACKET FASTENED TO WOOD JAMB WITH ONE 5/16 "x1 -5/8" WOOD LAG SCREW PER BRACKET. 2" GALV. STEEL TRACK FASTENED TO TRACK BRACKETS. EACH BRACKET ATTACHED WITH ONE 1/4"x5/8" BOLT & NUT QB TWO 1/4' RIVETS. JAMB CONFIGURATION PRFPARATION OF JAMBS BY OTHFRS, STOP MOULDING BY ODOR INSTALLER (10 SUM 2' STEEL ROLLER. OUTSIDE KEYED I OCK L QC BAR LOCKING 20 GA. MIN. GALV. STEEL END STILE 20 GA. GAL'. STEEL INTER. STILE END STILE LOCK BAR GUIDE LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR. INTER. STILE OUTSIDE HHANNDDLE HINGE • ` FASTENED TO CCENTER • STILE W /(4) ,EACH 014x5/8" SHEET METAL SCREWS. 7/16' PUSI•:NUT INSTALLED ON ROLLER SHAFT FOR 'UNRESTRICTED DOOR OPERATION. 14 GA. GALV STEEL END HINGE FASTENED TC END STILES W /(4) EACH 1/4"x3/4" " SHEET (4) TAPPING SCREWS. TWO POINT LOCKING INTO TRACK PER SFBc 3603.2 5/8 MIN. ENGAGEMENT (OPPOSITE TE SIDES OF (SEE LOCK OPTIONS) SNAP LATCH ENGAGES ONTO VERTICAL TRACK. ONE SNAP LATCH ON EACH SIDE OF DOOR INSIDE HANDLE OUTSIDE KEYED LOCK SNAP LATCH LOCK OPTION 14 GA, END HINGF ® Clop y END STILE 24 GA MIN. G -60 GALV. STEEL (MIN. YIELD STRENGTH: 28 KSI, DRAWING QUALITY) WITH PRIMER AND BAKED -ON POLYESTER PAINTED TOP COAT APPLIED TO BOTH SIDES OF STEEL. (4) 014x5/8" SHEET METAL SCREWS (4) 1/4'x3/4" SELF TAPPING SCREWS THE 2x6 VERTICAL WOOD JAMBS ARE TO BE GRADE 2 OR BETTER YELLOW PINE. NO LOAD IS TRANSFERRED TO THE HORIZONTAL (TOP) JAMB. ALL JAMB FASTENERS MAY BE (BUT NOT REOUIRED) COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE. 2x6 WOOD JAMB CAN BE ANCHORED TO GROUT REINFORCED BLOCK WALL OR CONCRETE COLUMN. BLOCK CELLS SHALL BE FILLED WITH CONCRETE AND REINFORCED WITH CONTINUOUS 05 BAR EXTENDING INTO THE FOOTING AND INTO TIE BEAMS. ANCHORS CAN BE 1/4 "x1 -3/4 EMBED TAPCON CONCRETE ANCHORS STARTING AT NO MORE THAN 8" FROM BOTTOM AND 16' O.C., Q$ WITH 3/8 (1 -3/4' EMBED) RAWL LOK /BOLT ANCHOR STARTING AT NO MORE THAN 8" � FROM BOTTOM AND 24" O.C. 99 DESIGN ENGINEER: / /7 MARK W. WESTERFIELD FLORIDA REGISTRATION No. 48495 MECHANICAL ENGINEERING 18 GA. INTERMEDIA CLOPAY BUILDING PRODUCTS COMPANY 312 WALNUT STREET SUITE 1600 Building Products CINCINNATI. OHIO 45202 Company (513) 381 - 4800 rn 7 -8 -97 ADOED MAXIMUM VENT OPENING r— 2" THICK SFCTION A -A 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 HINGE. EACH FASTENED TO END STILES W /(4) 14x5/8" SHEET METAL SCREWS & (4) 1/4" SELF TAPPING SCREWS. 2 -1 /4 "x20 GA. GALV. STEEL U -BAR. TWO U -BARS PER SECTION, EXCEPT 3RD SECTION WHICH HAS ONE U -BAR. U -BARS MADE FROM 80 KSI STEEL. EACH U -BAR ATTACHED W /(2) 1/4 "x3/4' SELF TAPPING SCREW PER STILE. 13 GA, GALV. STEEL BOTTOM BRACKET. ATTACHED W /(2) 01445/8" SHEET METAL SCREWS. ALUMINUM EXTRUSION & VINYL WEATHERSTRIP. GN LOADS: +42.0 PSF & —48.0 PSF. LOADS: +63.0 PSF & —72.0 PSF. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT F� U6.LJ Zl 1g PRODUCT CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO 91 " Qmss Anma I ix a u.+ raL xmo 9'01M x 8'0"H DOOR MODELS: 81 84A, 91 94 DES! TEST WALD PLOT 1042 CAM 11/18/96 CRAW on MWW o®te on {�� i 1cnva3 MGM �� ��� \��, �� �' P