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GARAGE DOORS
Type Insp'n Permit No. Name Address Company Phone # MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date Time Correction ❑ Re- Insp'n Fee ❑ 41 8 � * 00 0e /s39 4P /f /case For Inspector: '_ O2. Name & to Approved ?1,44a Ark Page 2 IMPORTANT NOTICES 1. DO NOT BEGIN ANY WORK WITHOUT HAVING RECEIVED YOUR VALIDATED PERMIT AND PERMIT CARD. Applying for a permit does not grant the right to begin construction. HOURS OF CONSTRUCTION are limited to: Monday through Friday from 7:30 a.m. to 6:00 p.m., and Saturday from 8:00 a.m. to 5:00 p.m. No inspections will be conducted on weekends or holidays. 2. All construction of demolition areas MUST BE MAINTAINED IN A CLEAN, NEAT AND SANITARY CONDITION free from construction debris. 3. STREETS AND NEIGHBORING PROPERTIES SHALL BE KEPT FREE FROM DIRT AND DEBRIS. 4. SWALES MUST BE PROTECTED FROM BEING DAMAGED BY EQUIPMENT OR VEHICLES, AND MAY NOT BE USED FOR STORAGE. A bond is required for work in or near the street/sidewalk. 5. CONSTRUCTION TRAILERS ARE PROHIBITED ON SINGLE FAMILY RESIDENTIAL CONSTRUCTION SITES. Other construction may have a trailer which requires a separate permit. 6. PORTABLE TOILETS for a construction site require a separate permit. 7. DO NOT DISCHARGE WATER INTO THE RIGHT OF WAY OR STORM DRAINS without approval from the Building, Planning and Zoning Department. 8. EQUIPMENT AND MATERIALS SHALL BE STORED at least 10 feet from the edge of pavement. 9. Department of Health and Rehabilitative Services (HRS) approval is required for applications involving septic tanks. Department of Environmental Resources Management (DERM) and/or Miami -Dade Water and Sewer Department (MDWASD) approval is required for applications involving sewers. AFFIDAVIT - Please read carefully. Application is hereby made to obtain a permit to do work and installation as indicated. I, the OWNER of the property, 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, POOL, EXTERIOR DOOR, MECHANICAL, WINDOW, FENCE, DRIVEWAY, ROOFING and SIGNS and there may be additional permits required from other governmental agencies. I, the OWNER of the property, have disclosed all information related to any work at the property performed in the prior twelve months to the Building Official. Further, I am fully aware that if the cumulative cost of work to my home or business under this and any other permit equals or exceeds fifty percent (50 %) of the fair market value of the structure, the entire structure must meet the present federal flood criteria for finished floor elevation. I am also fully aware that if the total cost of work to my home or business under this and any other permit exceeds fifty percent (50 %) of the replacement cost of the structure, then the entire structure must conform to the current code requirements of the Building Code. WARNING TO OWNER: Your failure to record a NOTICE OF COMMENCEMENT may result in you paying twice for improvements to your property. If you are spending more than $2,500 or intend to obtain financing, you may wish to consult with your attorney or lender before recording your Notice of Commencement. The Notice of Commencement must be recorded at: 22 N.W. 1st Street, 1° Floor, (305) 679 -1078. Once recorded, the Notice of Commencement must be POSTED AT THE JOB SITE in accordance with Section 713 -35 of Florida Statutes. Review the brochure at Village Hall on Construction Lien Law and Choosing a Contractor. STATE • F FLORIDA, COUNTY OF MIAMI -DADE STATE OF FLORIDA, COUNTY OF MIAMI -DADE Signature of Owner cek Print Name ,fL Sworn to and cribed before me this '° day of gnature of Notary Public S SEAL: of Florida 401,1ds. Linda M Gillis * * My Commission CC953915 Expires August 28, 2004 Personally known OR, Produced Identification Type of Identification Produced: Signature of Contractor / Qualifier 7 if# 5GGfo /t7 -x&12 Print Name Swom to and subscribed before me this " — day of 41,0 SiQplature of Notary 11t!, ,Sta f !"± �oyne : = o �� B . m mk' ioU # DD 3!!3 040922 .; 'z1 tQ. F , }111Q 22.20D5 SEAL: PERMIT APPLICATION 4a t,,c?.P molt Bcodirtp Co Personally known X OR, Produced Identification Type of Identification Produced: CONTRACTOR Name /L, /9 v' A' 0/2, /0 p License No 5 -.3 5 © 6.G'.. i em5v /7.3 / c [Y Address ` 74 O 19-®4 / 5 5' _ � lp yVr�O) / - 5SO 3 Telephon 4 g 7 76 Fax Qualifier Name 72 5_e_isee, in42e . PROPERTY OWNER New Construction Name s- ,/ Lfzii A Ai fe Enclosure Address 11c7 N.�;. /©z 57: ,7V& /») Ani / 5 !'f - 5 , ,/, Home Telephone 370 5 - - 7 54 _ 4 Business Telephone Alteration Interior Fax Demolish TYPE OF MANAGEMENT (✓ ) New Construction Enclosure Alteration Exterior Repair Alteration Interior Demolish Relocation of Structure Shell Only Foundation Only Add'l Attachment Other Add'I Detachment Other INS'T'RUCTIONS - The following steps must be take: to obtain a permit from the Miami Shores Village: Step 1. Step 2. Submit the completed application with all necessary documents to the Building, Planning and Zoning Department for processing. During the processing of your application, you may be asked to submit additional information. Complete the attached permit application which must be signed by the property owner and qualifier. Both signatures must be notarized. Please print or type to allow for a more accurate processing of your application. If roofing work will be done, a roofing application must be submit- ted along with this permit application. // z ao& ml / ¥Co/ � p Folio Number escri tion of Work /Z.67"14-P1-2 4>�j' � ®C/" ' Lot 1 31ock ✓Subdivision PB PG Zoning Linear Feet Current Use of Property & • Square Feet Units Floors eu Proposed Use of Property t. ile of Work l j 3 "— Bldg Value Tenant Information Tax Assessed/Appraised Value Flood Zone Base Floor Elev. PERMIT TYPE (✓ ) Building Electrical Mechanical Plumbing LPGX Roofing Fence Other Address Apt. City State Zip PERMIT CHANGE (✓ ) Chg. Contractor Renewal Revision Extension Supplement Reinspection ARCHITECT Name License No. Address Telephone Fax Master Permit No. Subsidiary Permit No. PERMIT APPLICATION ENGINEER Name License No. Address Telephone Fax EL Tvi,I. Minimum Fee ()Ty. .I'VI,I,; Dryer QTY .1.1.1,1,, Outlet, Appliance ( f n . 11 PE Service Repair `I.I.Y A/C Central 1 -3 Ton Dryer Vents, Number of Fan Ventilation, Cost Outlet, Wall Ductwork, Cost of Service, Temporary Periodic Inspections A/C Central 4 -7 Ton Fire Sprinkler System Fire Pump Outlet, Switch Fireplaces, Number of Signs A/C Central 8 -15 Ton Fixture - Fluorescent Oven Space Heater (kw) A/C Central 16-20 Ton Fixture Light Parking Lot Lights Spas/Hot Tubs A/C Central 20+ Ton Flood Lights Plugmold/Strip Subfeeds, No. of Amps A/C Window FPL - Load Central Posts Swim Pool, Commercial Air Conditioners Garbage Disposal Range/Range Top Swim Pool, Residential Chiller Generators, etc. Receptacles Switchboards Clear Violations Heat Recovery Refrigerator, Comm. (p/PH) Temp Serv., Construction Compactor Low -volt, Burglar Refrigerator, Domestic Temp for Test - 30 days Deep Freezer Low -volt, Fire Renew - Temp Service Water Closet Demolition Low -volt, Intercom/Teleph. Repair Circuits Water Heater Dishwasher Low -volt, Television Service, Number of Amps Water Heater New 11 EC HA NI CAL 9'1'1'1? QTY. Minimum Fee '1'1'1'1.: Condensate Drain QTY. 7'1'1'1.: Generator QTY. 'fl'I'I: (YI' Refrigeration, Tons A/C Central, Tons Cooling Tower Heating Strips, each Vent Hood, Cost A/C Wall/Win. Tons Dryer Vents, Number of Paint Booth Ventilation, Cost Air Handler, Tons Ductwork, Cost of Piping, Flammable Liquid Periodic Inspections Barbecue Fire Sprinkler System Process/Pressure Piping Bath Fan-Vented, Fan - Vented, # Fireplaces, Number of Pressure Vessel 1 T1'1'I. A/C Condensate QTY. TYPE Drains, Roof (QTY. TYPE Miscellaneous Fixture QTY. TYI'I.: Soakage Pit (f rY. Bath Tub Drinking Fountain Miscellaneous Repairs Solar Water Heater Bidet Filter Replace Pool Piping Sprinkler Repair Cap - Fixture Fountain Pump and Abandon Sprinkler System Cap - Water Gas - Appliance Pump, Domestic Supply, AC Well Cap - Sewer Gas - Natural Pump, Fire Stand Temporary Toilet Catch Basin Gas - Propane Pump, Re- circulate Temporary Water Closet Clothes Washer Gas Piping Pump, Replace - Pool Urinal Dental Chair Grease Trap Pump, Sprinkler Utility - Sewer Discharge Well Ice Maker Pump, Sump Utility - Water Dishwasher Indirect Wastes Relay Repair Vacuum Pump Disposal Interceptor Roof Inlet Water Closet Domestic Well Laundry Tray Septic Connection Water Heater Drainfield, 4" Tile/Res. Lavatory Septic Tank Water Heater New Drains, Area Meter Set (Gas) Sewer Connection Water Re -pipe Drains, Floor Minimum Fee Shower Water Service Drains, French Miscellaneous Equipment Sink Well, Supply Page 3 PERMIT APPLICATION INSTRUCTIONS: Please indicate the type of work being performed and quantity(ies) in the space provided below. RECEIVED AND REVIEWED BY: DATE: Page 4 OFFICE USE ONLY CHECKLIST ❑ OWNER - BUILDER FORM (Attach) ❑ FIRE DEPARTMENT APPROVAL (Commercial / multi - family) ❑ CONCURRENCY (New Construction) ❑ OTHER (Specify & Attach) $3.00 per page (Scanning Fee) Miami Shores Village Bond Metropolitan Dade County (C.C.F.) Inspector State Educational Fund State DCA (Radon) Code Enforcement Fine Zoning Review Notary ❑ PROOF OF OWNERSHIP (Attach) ❑ HRS / DERM APPROVAL (Septic / Sewer) O IMPACT FEE (New Construction) ❑ OTHER (Specify & Attach) PERIII'I' PIES $ 4 6 4 $ ( X .6. x/1000 $ (¢.005 /sq.ft.) $ (¢.01 /sq.ft.) ISSUING OFFICIAL REVIEWED AND PREPARED BY: DATE: SECTION Zoning Electrical Mechanical Plumbing Fire Public Works Structural Building Official BY DATE ❑ CONDO ASSOCIATION APPROVAL (Attach) PERMIT APPLICATION ❑ BPR APPROVAL (Restaurants) ❑ CONTRACTOR REGISTRATION (On File) TOTAL $ CONDITION OF A PPROA'A 1. Revised July 2001 10050 N.E. 2ND AVE., MIAMI SHORES, FL • (305) 795 -2207 • FAX (305) 756 -8972 • http : / /www.miamishoresvillage.com DOOR HEIGHT • SECTION HEIGHTS BRACKET PLACEMENTS - 1ST 2ND 3RD 4TH 5TH B1 82 83 84 85 B6 87 88 6' -0" 18" 18' 18" 18" N/A 1' 11 -3/4' 23' 34' 45" 56" 67 ". - 6' -6" 21" 18' 18" 21" N/A 1" 11 -3/4" 23" 34" 45" 56" 67" - 7' -0" 21' 21" 21" 21" N/A 1" 11 -3/4" 23" 34" 45' . 56" 67" 78 -1/4" 7' -6" 18' 18' 18" 18" 18' 1 11 -3/4" 23" 34" 45" 56" 67" 78 -1/4" 8' -0" 21" 18" 18" 18' 21' 1' 11 -3/4" 23" 34" 45" 56" 67" 78-1/4" SLEEVE ANCHOR SPACING ANCHOR STRUCTURE EMBED SPACING 5/16" BLOCK 1 -1/4" 10" CONC. 1 -1 4' 10' 3/8' BLOCK 1 -1 4" 12' CONC. 1 - 4' 14' N 0 H 0 cc) • 2" ,- POP RIVETS SECTION A - A .089" CALV. STEEL ADJUSTABLE SUDE / FASTENED TO BRACKET M. SC{REWS & NUM. HEX HEAD HORIZONTAL REINFORCEMENT 1/2" X 1 -3/4' X .059' FORMED STEEL CLUED TO PANEL AND FASTENED TO VERTICAL STILES WITH (2) 3/16' POP RIVETS 2 -7/8" X 5 -1/2" X 3" X 0.1" GALV. STEEL TOP ROLLER BRACKET (DOUBLE) FASTENED W/ (6) 1 14 X 5/8' S.M.S. 16 GA. X 2 -1/4" X 2" GALV. STEEL U.BAR REINFORCING TRUSS 0 CENTER OF TOP SECTION TRUSS FASTENED TO AU. VERTICAL STILES W/ TWO I 14 X 5/8' S.M.S. HORIZONTAL REINFORCEMENT 1/2' X 1 -3/4' X .059' FORMED STEEL GLUED TO PANEL AND FASTENED TO VERTICAL STILES WITH (2) 3/16' POP RIVETS 1.82" DIA. X .50" ROLLERS W/ .44 DIA. X 4 -1/4' STEM 5/16" MEETING RIB OP110 A INSU AT10NS • BY 'APACHE PRODUCTS CQ' EPS- EXPANDED POLYSTYRENE DENSITY - 1.07 PCF N.OA j 98- 0904.04 OR 150 -25 POLY- ISOCYANURATE DENSITY a 2.0 PCF N.OA j 98- 0904.03 14 GA. GALV. STEEL ROLLER HINGES FASTENED w/ (4) I 14 X 5/8" SMS MIN. .024' ROLL FORMED STEEL PANEL DRAWING QUALITY G -40 MIN. YIELD STRENGTH - 39 KSI WITH PRIMER AND BAKED -ON POLYSTER PAINTED TOP COAT APPLIED TO BOTH SIDES OF STEEL 16 GA. X 2-1/4' X 2" GALV. STEEL U.BAR REINFORCING TRUSS 0 BOTJOM OF BOTTOM SECTION TRUSS FASTENED TO ALL VERTICAL STILES W/ TWO 114 X 5/8' S.M.S. 12 GA. GALV. STEEL BOTTOM BRACKET FASTENED W/ (4) 114 X 5/8 "SMS BOTTOM SEAL .058 ALUM PLATE WITH 1/8' X 1' S.M.S. 0 48' 0.C. AND RUBBER WEATHERSTRIPPING 5/16' X 1 -5/8' LAG SCREWS INTO WOOD OR 5/16' SLEEVE ANCHORS WITH 1-1/4' EMBED INTO MASONRY 3 PER BRACKET 2 -1/2' X 4 -1/4' X 0.1' STEEL PLATES WELDED TO 1 -1/2' X 1 -1/2" X .089" ANGLE FASTENED TO TRACK wail (4) 1/4 -20 SS. BOLT & NUTS w (5 z Q. 0 w 0 O 0 m n m TRACK CONFIGURATION CAST ALUM. CABLE DRUM WOOD BUCK CONNECTION TO MASONRY TRACK SHALL BE SECURED WITH TRACK BRACKETS TO PRESSURE TREATED : 2X6 yY00D JAMBS WHICH SHALL BE ANCHORED TO GRC4JTED REINFORCED MASONRY BLOCK WALL OR CONC:. COLUMN W/ 1/4" TAPCONS WITH 1 -3/4' EMBED AND A SPACING OF 10' 0.C. OR 3/8' DIA. HILTI SLEEVE ANCHORS. 1 -3/4' MIN. EMBED AND A SPACINR OF 12 0.C. THE BLOCK WALL CE4S SHAM BE GROUT FILLED AND REINFORCED WITH FOUR / 5 BARS EXTENDING INTO • FOOTING AND INTO TIE DONS. ALL BARS SHALL BE CONTINUOUS FROM TIE BEA IS TO FOOTING. PREPARATION OF IMBS_BY OTHER$ HORIZ. TRACK LENGTH - OPENING HEIGHT PLUS 12" •- SECTIONS ARE NUMBERED STARTING AT THE BOTTOM FOR DOORS MORE THAN 8 FT. HIGH, USE ADDRIONAL TOP BRACKETS AT 10' O.C. 14 GA. GALV. STEEL TRACK 2' X 3 -1/2" X 12 GA. TRACK BRACKETS 2 -3/16' HIGH CONNECTED TO TRACK WITH ONE 1/4" BOLTS & NUTS. STEEL STRUCTURE BY OTHERS MUST SUPPORT THE LOADS IMPOSED BY DOOR SYSTEM WOOD FRAME BUII DINGS STUD WALLS OR DOOR OPENING SHALL BE FRAMED SOUD BY NOT LESS THAN (3 2X6 PRESSURE TREATED GRADE 2 OR BETTER WOOD STUDS. STUD WALLS TO BE CANT. FROM FOOTING TO TIE BEAM. HORIZ. TRACK SUPPORT AS REOD. BY DOOR INSTALLER 1/4' 0 HEX HEAD M.S. & LOCK NUT 0 12" O.C. 1 1/4" X 2 -1/2' X 14 GA CONT. STEEL ANGLE 2' X 3' X .102' GALV. STEEL-- FLAT BRACKETS AT ±12" 0.C. CONNECTED TO CONT. ANGLE W/ (3) SPOT WELDS AT EACH SIDE ALTERNATE TRACK INSTALLATION En9r: DR. HUWIYOUN FAROOQ STRUCTURES FLA. PE / 16557 CONC - MIN. 3000 PSI MIN. EDGE DISTANCE 3 -3/4" • I SEp 0 4 2001 - J1 -1/2' 1/4 -20 SS BOLT & NUT AT 12" 0.C. 2 -1/8" X 1" X .078" GALV. STEEL TRACK FASTENED TO TRACK PLATES w/ (2) 1/4- 20X5/8" TRUSS HD. SLOTTED M.S. & LOCK NUT SPNRO;FD AS COWLLING WITH THE SOUTH FLORIDA BUILDING CODE DATE OCT 2001 J , PRODUCT OL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.O /- 06.26. ' 2 .ter 0 t U D D . O � as a..11 o it n w ° CV D aQ a' 1 Z N M 3 re) 0 N c 0 . m i 0 n 0 m 0 0 0 is drawing no. 01 -05 (sheet 3 of 3 DOOR HEIGHT CONSISTS OF 6' -6' 2 SECTIONS 18' 2 SECTIONS 21" 6' -9' 1 SECTION 18' 3 SECTIONS 21' 7' 4 SECTIONS 21' - 7' -3' - - 7' -6" 5 SECTIONS 18' - 7' -9' 4 SECTIONS 18' 1 SECTION 21' 8' 3 SECTIONS 18' 2 SECTIONS 21' 8' -3' 2 SECTIONS 18' 3 SECTIONS 21' 8' -6' 1 SECTION 18' 4 SECTIONS 21' 8' -9' 5 SECTIONS 21' - 9' 6 SECTIONS 18' - 9' -3' 5 SECTIONS 18' 1 SECTION 21' 9' -6' 4 SECTIONS 18' 2 SECTIONS 21' 9' -9' 3 SECTIONS 18" 3 SECTIONS 21' 10' 2 SECTIONS 18' 4 SECTIONS 21' 10' -3' 1 SECTION 18' 5 SECTIONS 21' 10' -6' 6 SECTIONS 21' - 10' -V 8 SECTIONS 18' 1 SECTION 21' 11' 5 SECTIONS 18' 2 SECTIONS 21' 11' -3' 4 SECTIONS 18' 3 SECTIONS 21' 11' -6' 3 SECTIONS 18' 4 SECTIONS 21' 11' -9' 2 SECTIONS 18' 5 SECTIONS 21' 12' 1 SECTIONS 18' 6 SECTIONS 21' 1 2' - 3 7 SECTIONS 21' - 12' -6' 6 SECTIONS 18' 2 SECTIONS 21' 12' -9' 5 SECTIONS 18' 3 SECTIONS 21' 13' 4 SECTIONS 18' 4 SECTIONS 21' 13' -3' 3 SECTIONS 18' 5 SECTIONS 21' 13' -6' 2 SECTIONS 18' 1 SECTION 18'- 8 SECTIONS 21" 6 SECTIONS 21' 77 SECTIONS 21' — 13' - 9' 14' 14' - 3' 6 SECTIONS 18" 3 SECTIONS 21' 14' -6' 5 SECTIONS 18' 4 SECTIONS 21' 14'-9' 4 SECTIONS 18' 5 SECTIONS 21' 15' 3 SECTIONS 18' 6 SECTIONS 21' 15' -3' 2 SECTIONS 18' 1 SECTION 16' 7 SECTIONS 21' 8 SECTIONS 21' 15' - 15' -9' 9 SECTIONS 21" 16' 6 SECTIONS 18' 4 SECTIONS 21' 7 -1/2' X .071" GALV. STEEL END ROLLER HINGE W/ (4) 114 X 5/8" SMS LOCK 2/ DOOR 3' X 1 -1/2" X 6 -1/2" X .1" STEEL FASTENED TO END STILE WITH (2) 114 X 3/4' SMS 7 X 7 GALV. AIRCRAFT TYPE CABLE & NICO —PRESS SLEEVE W/ MIN. 5 TO 1 SAFETY FACTOR OUTSIDE KEYED LOCK LOCK BAR LOCKING SHOWN 7 -1 2" X .071' GALV. STEEL CEMER HINGE W/ (4) j14 X 1/2" SMS SPRING LOADED SUDE BOLT LOCK (BOTH SIDES) FASTENED W/ (4) /14 X 1/2" S.M.S. 5/8" MIN. 'LOCK ENGAGEMENT CONFORMS TO Z SFBC 3603.2 REGARDING GARAGE DOORS LOCK BAR GUIDES INSTALLED ON END STILE .18T X .6W LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR i 12 GA. STEEL CENTER STILE OPTIONAL VENT MAXIMUM OPENING AREA 120 SQ. IN. INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR GENERAL NOTES 1. THIS STRUCTURE IS DESIGNED AS PER THE SOUTH FLORIDA BUILDING CODE 1994 EDITION FOR DADE COUNTY. ALSO FOR WINO LOADS AS PER ASCE 7 -88 USING CORRESPONDING LOADS. 2. ANCHORS SHALL BE AS USTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 3. ALL •BOLTS. NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL 4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL r -- A L A OPTIONAL FLUSH FACE WOOD GRAIN DESIGN Engr. DR. HUTAAYOUN FAROOQ STRUCTURES FIJI PE j 16557 SEP 0 4 ?001 0 x ce 0 0 0 0 0 0 0 cn Z 0 w DAB DOOR MODEL 824 MAX. SIZE 9"-4" WIDE X 16' -0" HIGH DESIGN PRESSURE RATING = + 62.0 PSF - 70.0 PSF APPROVED AS COMPLYING WITH TH SOUTH JI � I,QJDti GQJj DATE ((;; II L[UV�u BY PRODUCT Ci " BUILDING CODE COMPLIANCE OFFI ACCEPTANCE 110.0 ' 2U. OPTIONAL STOP MOULDING BY DOOR INSTALLER STEEL TRACK BRACKET FASTENED TO WOOD JAMB WITH ONE 5/16" X 1 -5/8" LAG SCREW SOUTHERN PINE 0.55 S.G. • 1/2" MAX. 1.9" X 2.19" X 3.3" X .102" STEEL TRACK BRACKETS SEE SHEET 3 FOR SPACING 2 -1/8' X 1" X .078" GALV. STEEL TRACK FASTENED TO TRACK PLATES W/ 1/4-20 X 5/8" TRUSS HD. SLOTTED M.S. & LOCK NUT 114 X 5/8" SMS 4 PER HINGE 7/16" PUSHNUT INSTALLED ON ROLLER SHAFT 1/2" X 1 -3/4' X .059" FORMED STEEL — GLUED TO PANEL AND SECURED TO END STILE WITH 3/16' POP RIVETS 0 12" 0.C. 1 -7/8' X 2 -5/8' X .045" STEEL CENTER STILE, GLUED AND RIVETED TO PANEL W/ (4) 3/16' RIVETS 4 8 S.M.S. 4/ HINGE I 7-1/2" X .071" GALV. STEEL J CENTER HINGE SECTION B —B INTERIOR SIDE POP RIVETS 7 -1/2" X .071 END ROLLER HINGE 3/4" X 2" X 2 -1/2' X .049" STEEL _,END STILE, CONNECT TO PANELS WITH FLAPS AND (4) 3/16" ALUM RIVETS SEE DETAIL ABOVE 3 -3/4" MIN. EDGE DISTANCE 1 3/8" FLAPS BENT OVER PANEL 1/2" PUNCHED HOLES 0 4" 0.C. 1.82" DIA. X .50" ROLLERS W/ .44 DIA. X 4 -1/4" STEM 24 GA. STEEL PANEL 5/16" HILTI SLEEVE ANCHORS OR EQUAL 1-1/2" MIN. EMBED INTO MASONRY 1 PER BRACKET 1/4 -20 SS BOLT & NUT Engr. OR. HUMAYOUN FAR000 STRUCTURES F A. PE f 16557 SEP 0 4 2001 END STILE Ar%!.JJ: %J AS t.0. ?1.1liiG Vil(H iitE SOUTH FLORIDA BUILDING CODE DATE OCT 0 ?4 01 PRODUCT CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE MO.0 / 20.OQ z 0 Z 0c) (4 ° o 0 0: °- 1:4 Ai 0 N z 1%18 Cr Q ) O n ' N °— co ce N Nt)e M 1 F- r-. N c 0 0 n ) 0 0 0 C9 -J 0 w Z 0 U W N 0 0 v ) .1 0 0 4 8 0 li ( drawing no. 01 -05 (sheet 9 of 3 DAIS Door Company, Inc. ACCEPTANCE NO: 01 0620.08 APPROvED: OCT 0 Lt 2001 ExPIREs: OCT. 0 if 2006 NOTICE OF ACCEI'TANCE STANDARD CONDITIONS 1. Renewal of this Acceptance ( approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test- supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) if the Acceptance holder has not complied with all the requirements of this acceptance, including the'correct installation of the product; . . d) The engineer who originally prepared, signed'and sealed the required documentation initially submitted is no longer practicing the engineering profession. 4. Any-revision or change in the materials, use, and /or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fcc) and granted by this office. S. Any of the following shall also bc grounds for removal of this Acceptance: a) 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. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall bc provided k the user by the manufacturer or its distributors and shall bc available for inspection at the job sitc at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Noticc of Acceptance consists of pages I , 2 and this last page 3. Candid() Font, PI:, Sr. Product Control Examiner Product Control Division END OF TIIIS ACCEPTANCE -3- DAB Door Company, Inc. ACCEPTANCE NO: 01- 0620.08 API'RovED:. OCT 4 2001 EXPIRES: OCT 0 if 2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This approves a Sectional Stec Door as described in Section 2 of this Notice of Acceptance. And it is designed to comply with the South Florida Building Code, 1994 Edition for Miami -Dade County (SFBCC) for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the design pressure rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The DAB 9'wide Sectional Door and its components shall be constructed in strict compliance with the following documents: Drawing No. 01 -05, titled "Sectional Residential Garage Door" prepared by AI- Farooq Corporation, dated 01/19/01 with latest revision on 07/11/01, Sheet 1 to 3 of 3. It bears the Miami-Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by Miami -Dade Product Control Division. These documents shall hereinafter be referrcd to as the approved drawings. 3. LIMITATIONS 3.1 Units with dimensions equal to or smaller than those shown on the approved drawings shall qualify under this approval, as long as all components are exactly as described in this approval. 3.2 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 Dadc County Approved Laboratory selected and paid by the manufacturer. Every 3 months, 4 times a year the manufacturer shall mail to this'officc 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 yield strength of 39,000 PSI or more shall be used to make door panels for Dadc County undcr this Notice of Acceptance. 4. INSTALLATION 4.1 The Sectional Door and its components shall be constructed in strict compliance with the approved drawings. 4.2 The installation of this door does not require a Hurricane Protection Systcm 5. LABELING 5.1 Each door shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved 6. BUILDING PERMIT . 6.1 Building Permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance, including two copies of the approved drawings as identified in Section 2. 6.1.2 Any other document required by the Building Official or the SFBC in order to properly evaluate the installation of this system. Candido Font, PE, Sr. Product Control Examiner Product Control Division M !•A M I-DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE DAIS Door Company, Inc. ' 12195 NW 98 Avenue hlialeah Gardens ,FL 33018 The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01- 0620.08 EXPIRES: 10/04/2006 APPROVED: 10/04/2001 \\ s0 \pc2000 \ \templases\notice acceptance cover page.dos Internet mail address: postmaster ®buildingcodconiinc.com • �•M� MIAMI -DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING 0(111, I•III DING CODE; COMPLIANCE OFFICE ICF; \Il lRO I)AI)li FI., \GI.I•:R BUILDING WI;SI• FLAGLER STREET, S(1ITE. 1(103 MIAMI, FLORII):\ 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (305) 375-2527 FAX (305) 375.2558 CONTRACTOR F:NFORCEJtEN'1' un'IS1c)N (305) 375.2966 FAX (305) 375 -2908 PRODUCT CONTROL. DIVISION (305) 375 -2902 FAX (305) 372 -6339 Your application for Notice of Act eptance (NOA) of: Sectional Residential Garage Door under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. Raul Rodriguez Chief Product Control Division TIIIS IS THE COVERSHEET, SEE ADDITIONAL I'AGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami - Dade County, Florida under the conditions set forth above. Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office Homcpagc: http : //www.buildingcodconlinc.con1 STEEL SECTIONAL DOORS • ROLLING STEEL DOORS 411 CRAWFORD CONTINENTAL DOOR SALES, INC. PHONES: 987 -7222 - 989 -3800 5740 RODMAN STREET, HOLLYWOOD, FLORIDA 33023 GARAGE.DOOR:MEASUREMNT'INFO SHEET FOR ENGINEER'S WINDLOAD CALCUALTIONS " A.) ,llll� Home (or building) owner / Job address (i% /(./' s - / G'� 2 % 7'4 / 5� //e %a_L3, �` _>/ ' Measurement 411) Door(s) opening size (width X height) Nor' .4;n 1..1:r GA rz. I -} .r C:.. 1 _c_77-). )C 7 t/US2/ e.,uaL ,u(A(Acji- 11- ikS 0 Measurement 412) Roof @ peak / , Roof @ eve Measurement 413) Distance from nearest door opening to corner Measurement 414) Sketch of building with dimensions, see below ELECTRIC DOOR OPERATORS WOOD SECTIONAL DOORS ,'!"- • • • AL- FAROOQ CORPORATION 1235 S.W. 87th. AVENUE MIAMI, FL. 33174 PH. 305 - 264 -8100 CUSTOMER :CRAWFORD CONTINENTAL DOORS PROJECT :SPENCER RUDMICK WIND LOAD ANALYSIS FOR COMPONENTS AND CLADDING AS PER SPECIFICATION ASCE7 -98 BUILDINGS WITH IMPACT PROTECTION BASIC WIND SPEED V : 146 MPH IMPORTANCE FACTOR I : 1 EXPOSURE CATEGORY : C MEAN ROOF ELEVATION H : 13 FT. TRIBUTARY LOAD AREA A : 27 FT"2 Kh = 0.85 Kd = 1.00 Kzt= 1.0 (TABLE 6 -5, P60) (TABLE 6 -6, P61) (TOPOGRAPHIC FACTOR) 08 -13 -2002 VELOCITY PRESSURE Qh= .00256 Kh Kzt Kd IV "2 = 46.38 PSF GCp COEFFICIENTS (FIGURE 6 -5A, p44) ZONE 4 = +0.92 -1.02 ZONE 5 = +0.92 -1.25 GCpi COEFFICIENTS = + .18 - .18 (TABLE 6 -7 p62) DESIGN PRESSURE P = Qh(GCp - GCpi) ZONE 4 = + 51.2 PSF - 55.8 PSF (ZONE 5 = + 51.2 PSF - 66.2 PSF AS PE-4- N• -A # O) , A f' (A) DoE Cipai2Ji nE D f rs AP Qcy 9 / t 6)2-0 Ps,- -r 5/-2- /'Sr kC b - 70-0 i5C Z "si D 2 0 2002 • • • CRAWFORD CONTINENTAL DOORS August 19, 2002 JOB NAME: RUDMICK SPENCER 60 N.E. 102 ST. MIAMI SHORES, FL JOB #: AFC 02 -661 BY: J.A. CHECKED BY: DESIGN CRITERIA: * As per the Florida Building Code 2001 edition for Dade County. * Wind loads as per ASCE 7 -98 using corresponding loads. * Mean Roof Height = 13' NOTES: 1) Any deviation from conditions shown on calculations or shop drawing to be engineered separately. 2) AI- Farooq Corporation will not provide a letter of compliance or inspection report unless called during installation. 3) Shop drawings checked for structural requirements only. PREPARED BY AL- FAROOQ CORPORATION 1235 S. W. 87TH AVE MIAMI, FL 33174 TEL.: (305) 264 -8100 FAX. (305) 262 -6978 AUG 2 0 20(1'4 Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Permit Number: BP2002 -1539 Printed: 9/3/2002 Applicant: JUSTINE Owner: RUDNICK JOB ADDRESS: 60 NE 102 ST (S) Contractor CRAWFORD DOOR SALES OF BROWARD Ifebntractor's Address: DOING BUS IN DADE CO - 14 a • Local Phone: Parcel # 1132060131461 Fees: Description Amount FEE2002 -4945 Building Permit Application Fee $60.00 FEE2002 -4946 CCF $1.20 I Total Fees: $61.20 Total Fees: $61.20 Total Receipts: $0.00 Permit Status: Approved Permit Expiration: 3/2/2003 Work: REPLACE 2 GARAGE DOORS If there is no permit package accessible on the job -site for inspectors to verify, there will be no inspections. Re- inspection fee is $50.00, which must be paid in advance before calling for another inspection. This Permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. Signed: In consideration of th � s ante to me of this permit, I agree to perform the work covered hereunder in: Compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores: Village: In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes., Sign Building Permit RUDNICK JUSTINE Legal Description: 1 53 41 6 53 42 MIAMI SHORES SEC 1 AMD PB 10 -70 LOT 4 BLK 11 LOT Construction Value: $1,370.00 ECTOR) BY: (Contractor or Builder) BY: Page 1 of 1 P AY TO THE ORDER OF • FS•ST� BANKATLANTIC A FEDERAL SAVINGS BANK HOLLYWOOD, fTL /x4.) CRAWFORD DOOR SALES OF BROWARD, INC. DBA CRAWFORD CONTINENTAL DOOR ' Ph. 954-987-7222 5740 Rodman Street Hollywood, FL 3302 FOR SECUfITT/ PURPOSES THE BORDER OF was DOCUMENT CONTAINS MICAOPRMTING -. DATE ------ THIS DOCUMENT INCLUDES A SECURITY SCREEN ON BACK OF THE CHECK 63- 8376/2670 OZ 1755 / IV $ DOLLARS 8 P M. AUTHORIZED SIGNATURE