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GARAGE DOORCONTRACTOR Name /F bC ^ D ad Licens o. a - f Address g /-7('-'1 1 a4-i6 ?p/4' Telephone os^ / 50/ ., � Qualifier a . /411/ / '" a . c;r/ e PROPERTY OWNER New Construction - Name Name Alteration Exterior Address q4/ Repair Ce Home Telephone ,`^ y )Y// Business Telephone _— Relocation of Structure Fax Telephone Foundation Only ARCHITECT New Construction - Enclosure Name Alteration Exterior Repair License No. Alteration Interior Demolish Address Relocation of Structure ° 'C Telephone Foundation Only Add'I Attachment Fax • '`I • ... . TYPE OF MANAGEMENT (✓ ) New Construction - Enclosure Alteration Exterior Repair \..0 Alteration Interior Demolish Relocation of Structure Shell Only Foundation Only Add'I Attachment Other Add'I Detachment Other Step 1. Job Address: I NSTRUCTIONS - The following steps must be taken to obtain a permit from the Miami Shores Village: 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 submitted along with this permit application. 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. A PPLI CATION `mss. �; �✓-� n Address Apt. City State 9'; f 3E t� Folio NupllJr ti / 'O / /�/� p �� Description of Work /4e, Lot Subdivision "D 7— P Zoning � 1 Linear Feet Current Use of Property 6 f/IS� 1�Of Square Feet S. , Units Floors –e'5 �Gt e ate) C 'C Value of Work CO 0 Bldg Value Proposed Use of Property Tenant Information Block PERMIT TYPE (✓ Building Electrical Mechanical Plumbing LPGX Roofing Fence Other A Master Permit No. Subsidiary Permit No. PERMIT APPLICATION 00 0 2 + / Tax Assessed/Appraised Value Flood Zone Base Floor Elev. PERMIT CHANGE (✓ ) Chg. Contractor Renewal Revision Extension Supplement Reinspection ENGINEER Name License No. Address Telephone Fax r �- / ✓` 3 ' - c» 2 Page 2 s : cribed before me this I1I1Au/ S otary blic - S'm. a ,PY P�, G 1' GINA G. OBLER MY COMMISSION # CC 841703 • EXPIRES: September 7, 2003 Bonded Thru Notary Public Underwriters and day of FLORIDA, T► W � .J � V MIAMI-DAD 0� / Signature o Own■ 4 . CQ Ile/ V L Print Name • Sworn to an ignature of SEAL: Personally known OR, Produced Identification Type of Identification Produced: 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 OF FLORIDA, COUNTY OF MIAM DADE Signature of Contractor / Qualifier Print Name Sworn to and subscribed before me this 5 day of ) Una Z00'7_ Signature of Notary Public - State of Florida SEAL: syniiap 1q So'wezr Personally' e au( dvevt-il OFFICIAL NOTARY SEAL DANIEL J LUCERO NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. DD089578 MY COMMISSION CP xitown Type of Identification Produced: Il IvCQS PERMIT APPLICATION cation I l ceftcD_ x ELECTRICAL TYPE. Minimum Fee QTY. TYPE Dryer QTY. TYPE Outlet, Appliance QTl'. TYPE Service Repair QTY. A/C Central 1 -3 Ton Fan Outlet, Wall Service, Temporary A/C Central 4 -7 Ton Fire Pump Outlet, Switch 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 MECHANICAL TYPE Minimum Fee QTY. TYPE Condensate Drain QTY. 'TYPI: Generator QTY. TYPE Refrigeration, Tons QTY. 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 Supply, AC Well Bath Fan - Vented, # Fireplaces, Number of Pressure Vessel Temporary Toilet PLUMBING TYPE A/C Condensate QTY. TYPE Drains, Roof Q"I'Y. TYPE Miscellaneous Fixture QTY. TYPE Soakage Pit QTY. 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 ❑ PROOF OF OWNERSHIP (Attach) ❑ HRS / DERM APPROVAL (Septic / Sewer) ❑ IMPACT FEE (New Construction) ❑ OTHER (Specify & Attach) PERMIT FEES $ 0 o $ ISSUING OFFICIAL REVIEWED AND PREPARED BY: SECTION Zoning Electrical Mechanical Plumbing Fire Public Works Structural Building Official BY • DATE eitzeilawar ( sq.ft. = x/1000 x 0.60) (¢.005 /sq.ft.) (¢.01 /sq.ft.) PERMIT APPLICATION ❑ CONDO ASSOCIATION APPROVAL (Attach) ❑ BPR APPROVAL (Restaurants) ❑ CONTRACTOR REGISTRATION (On File) TOTAL $ 60, O t DATE: CONDITION OF APPROVAL Revised July 2001 10050 N.E. 2"° AVE., MIAMI SHORES, FL • (305) 795 -2207 • FAX (305) 756 -8972 • http : / /www.miamishoresvillage.com .3 •■ ?5 _ 28 29 31 37 38 Phone: 305 - 795 -2204 Printed: 6/10/2002 Applicant: EDWARD COREY ( Owner: COREY EDWARD a Po JOB ADDRESS: 901 NE 97 ST 30 Miami Shores Village 10050 NE 2nd Avenue Contractor BEST GARAGE DOORS INC Contractor's Address: 9780 NW 79 AVE Local Phone: Parcel # 1132060143310 Fees: Description . Amount FEE2002 -3292 CCF $0.60 FEE2002 -3293 Building Permit Application Fee $60.00 $60.60 Permit Status: 32 33 PAY / � y r � 3' THE .1 / /7 "' ORDER as OF 38 Total Fees: Approved Permit Expiration: 12/7/2002 Construction Value: Work: REPLACE GARAGE DOOR BEST GARAGE DOOR, INC. 0684 9780 NW 79TH AVENUE HIALEAH GARDENS, FL 33016 Legal Description: MIAMI SHORES SEC 3 PB 10 -37 LOTS 8 & 9 BLK 78 LOT SIZE 100.000 X Building Permit Permit Number: BP2002 -1071 $1,000.00 BANK OF. AMERICA 8210 NW 103RD ST. HIALEAH GARDENS, FL 33016 63- 398/670 CHECK NO. DATE Page 1 of 1 Total Fees: $60.60 Total Receipts: $0.00 AMOUNT � RIZED SIGNATURE 'fiance with all In submitted to i without igh )wledge of the lity for work done int' strict conformity ie by either MIAMI SHORES VILLAGE BUILDING DEPARTMENT 30 5 - 795 -2204 Building Inspection Request Date —/ Type Insp'n - — Permit No. Name � Company Phone # For Inspector: Approved Correction Re- Insp'n Fee Time - 6'2, Name & Date ' MIAMI -DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Clopay Building Products Co. 312 Walnut St., Suite 1600 Cincinnati OH 45202 Your application for Product Approval of: 24 Ga. Sectional Door 9' Wide 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 approval shall not be valid after the expiration date stated below. BCCO 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, 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 BCCO 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.:00- 0320.05 Expires:08 /21/2003 Approved: 04/28/2000 THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES 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 Dade County, Florida under the conditions set forth above. Internet mail address: postmaster ®buildingcodeonline.com • e. MIAMI -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 (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 CONTRACTOR ENFORCEMENT SECTION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 Raul Rodriguez Chief Product Control Division Homepage: http : / /www.buildingcodeonline.com rancisco . Quintana, R.A. Director 1 of 3 Miami -Dade County Building Code Compliance Office A Clopav Building Products Company. , ACCEPTANCE No. 00- 0320.05 APR 2 8 2000 APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 2 1. SCOPE This approves a sectional steel garage door 9' -0" wide x 6' -6" through 8' -0" high, as described in Section 2 of this Notice of Acceptance (NOA), designed to comply with the South Florida Building Code, 1994 Edition for Miami -Dade County. 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 The Holmes Sectional Garage Door and its components shall be constructed in strict compliance with the following documents: Drawing No. 101702 -24, with last revision on 07/08/97, titled '`Door Models 83, 84A, 93 & 94" prepared by Clopay Building Products Co., drawn on 11/18/96, sheet l of 1. They bear the Miami - Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. 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 - 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 tested reports with confirmation that the specimens were selected from coils at the manufacturer production facilities. And a notarized statement from the manufacturer that only coils with yield strength of 28,000 psi or more shall be used to make door panels for Dade County under this Notice of Acceptance. 4. INSTALLATION 4.1 The sectional steel garage door and its components shall be installed in strict compliance with the approved drawings. 4.2 The installation of this door does not require a hurricane protection system. 4.3 Units with dimensions equal to or smaller than those shown in the approved drawing shall qualify under this approval. 5. LABELING Each door shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by dopies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved drawings as identified in Section 2 of this NOA, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. Candido Font, PE. Sr. Product Control Examiner Product Control Division 2of3 Clopav Building Products Companv. ACCEPTANCE No. APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 00- 0320.05 APR 2 8 2000 ^ 51 515 2 t 20E2 I . Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. ?. 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 Approval ", 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 fee) and granted by this office. 5. Any of the following shall also be 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 purposes. 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 be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs 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 Notice of Acceptance consists of pages I , 2 and this last page 3. END OF TI IIS ACCEPTANCE Candid() Font, PE. Sr. Product Control Examiner Product Control Division 3 013 INSTALLER MODEL RETAIL MODEL DESCRIPTION' l3mlm ®dimlIIII ®i 60 93 83 24 CA. STEEL SKIN; 18 GA. STEEL END STII ES 88 3 -1 2 10 34 58 94 84A 24 GA. STEEL SKIN: 18 GA, PAINTED STEEL 1 DOOR HEIGHT BRACKET PLACEMENTS "L" blimmnem X4 l3mlm ®dimlIIII ®i 60 Elln111/11i 161111i[ ®al110•IQy111 66 11.19t711<C4iM1i 8 -0 88 3 -1 2 10 34 58 MAX. UWIC HLUL Ml / - (FOUR SECTION DOORS) < < i e f I IL nor Ina 111 I-I I-I I-1 I LOCATION OF OPTIONAL VENTS - —t_ A Zi VENT OPENING: 60 IN' MAX. DOOR WIDTH o 9' 0" 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 EkIBOSS ATTACHED WITH TOG -L -LOC (TOP & BOTTOM) AND URETHANE ADHESIVE (ALONG CENTER) INSIDE ELEVATION NOTE 1 • 000RS 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 8'0' HIGH CONSIST OF 5 SECTIONS; 2 OF 21' & (3) OF 18'. DOORS 7'6' HIGH CONSIST OF 5 SECTIONS; 5 OF 18 ". NOTE 7; SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED BY A REGISTERED PROFESSIONAL ENGINEER FOR WIND LOADS SHOWN ON 1HIS DRAWING. SEE END HINGE DETAIL. HORIZONTAL TRACK SUPPORT BY DOOR INSTALLER (TO SUIT) SEE INTERMED. HINGE DETAIL TWO POINT LOCKING INTO TRACK PER SFBC 3603.2 5/8 MIN. ENGAGEMENT OF D O O R SIDES (SEE LOCK OPTIONS) "X4" 13 GA. CALV. STEEL FLAG BRACKET. EACH FASTENED TO WOOD JAMB WITH (3) 5 /16"x1 -5/8" W000 LAG SCREW.. TRACK CONFIGURATION 2" GALV. STEEL TRACK. TRACK THICKNESS: .060' TYP. 2- 1/2'x12 GA. GALV. STEEL TRACK BRACKET. 2x6 WOOD JAMB 12 GA. GALV. STEEL TRACK BRACKET FASTENED TO W000 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 Q8 TWO 1/4" RIVETS. JAMB CONFIGURATION PREPARATION OF JAMBS BY OTHERS, END STILES ATTACHED TO DOOR SKIN WITH PATENTED TOC -L -LOC SYSTEM (TOP. BOTTOM: & CENTER) ORE INTERMEDIATE STILE BETWEEN EACH ATTACHED WITH TOG -L -LOC (TOP & BO AND URETHANE ADHESIVE (ALONG CENTE LOCATION OF OPTIONAL. VENTS ©MAXIMUM VENT OPENING: 60 IN' MAX. DOOR WIDTH - 9' 0' SUDE BOLT LOCK ENGAGES INTO VERTICAL TRACK. ONE LOCK ON EACH SIDE OF DOOR. ONSIDE SUDE BOLT LOCK OPTION INSIDE ELEVATION - ALL DOOR MODELS ARE RAISED PANEL EMBOSS 2" STEEL ROLLER. INTER. STILE OUTSIDE HANDLE --M..- OUTSIDE KEYED LOCK LOCK BAR LOCKING STOP MOULDING BY DOOR INSTALLER (TO SUIT) 20 GA. MIN. GALV. STEEL END STILE 20 GA. GALV. STEEI. INTER. STILE EMBOSS TTOM) R) TILE SNAP LATCH ENGAGES ONTO VERTICAL TRACK. ONE SNAP LATCH ON EACH SIDE OF DOOR. INSIDE HANDLE OUTSIDE KFYF 0 LOCK SNAP LATCH LOCK OPTION 14 GA. END HINGE END STILE sin Clopay Building Products Company 24 GA. MIN. G -60 GALV. STEEL (MIN. YIELD STRENGTH: 28 KSI, DRAWING OUAUTY) WITH PRIMER AND BAKED -ON POLYESTER PAINTED TOP COAT APPLIED TO BOTH SIDES OF STEEL. (4) /14 :5/8' SHEET METAL SCREWS (4) 1/4'x3/4' SELF TAPPING SCREWS VERTICAL WOOD JAMBS ARE TO BE GRADE 2 R YELLOW PINE. NO LOAD IS TRANSFERRED ORIZONTAL (TOP) JAMB. ALL JAMB FASTENERS BUT NOT REQUIRED) COUNTERSUNK TO PROVIDE MOUNTING SURFACE. DESIGN ENGINEER: MARK W. WESTERFIELD FLORIDA REGISTRATION No. 48495 MECHANICAL ENGINEERING 18 GA. INTERMEDIATE HINGE CLOPAY BUILDING PRODUCTS COMPANY 312 WALNUT STREET SUITE 1600 CINCINNATI, OHIO 45202 (513) 381 - 4800 f•R 7 -8 -97 ADDED MAXIMUM VENT OPENING -1 1— 2' THICK cxc' PLOT 1=42 o.tt. 11/18/96 DRAWN IT MAW oc010 m SECTION A -A 12 GA. GALV. STEEL TOP ROLLER BRACKET. EACH BRACKET ATTACHED W /(4) /14x5/8' SHEET METAL SCREWS. SHIP LAP JOINTS. UMW IN 14 GA. GALV. STEEL END HINGE. EACH FASTENED TO END STILES w /(4) 114x5/8" SHEET METAL SCREWS & (4) 1/4' SELF TAPPING SCREWS. 2- 1/4'x20 GA. GALV. STEEL U -BAR. TWO U -BARS PER SECTION. EXCEPT 3R0 SECTION WHICH HAS ONE U -BAR. U -BARS MADE FROM 80 KSI STEEL IEAC EACH -BAR F TAPPING SCREW PER STILE. 13 GA. GALV. STEEL BOTTOM BRACKET. ATTACHED W /(2) 114x5/8" SHEET METAL SCREWS. ALUMINUM EXTRUSION & VINYL WEATHERSTRIP. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA :UILDING CODE DAT LOA-- / s3 00 0 BY RODUCT C DIV!S ;ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO 00'[ Of DESIGN LOADS: +42.0 PSF & -48.0 PSF. TEST LOADS: +63.0 PSF & -72.0 PSF. MS3K x.11100 I xvru DOOR zac. 9 x 8'0'H RjOt 000R MODELS: 83. 84A. 93. 94 B wr.mc rwcs 101702 -24 END STILE LOCK BAR GUIDE LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR. INTER. OUTSID KEYED HANDLE 18 GA GALV. STEEL INTER. HINGE FASTENED TO CENTER STILE W /(4) EACH 1 14x5/8" SHEET METAL SC 7/16" PUSHNUT INSTALLED ON ROLLER SHAFT FOR UNRESTRICTED DOOR OPERATION. 14 GA. GALV. STEEL END HINGE FASTENED TO END STILES W /(4) EACH /14x5/8" SHEET METAL SCREWS & (4) 1/4 "x3/4 " SELF TAPP.NG SCREWS. TWO POINT LOCKING INTO TRACK PER SFBC 3603.2 5/8' MIN. ENGAGEMENT (OPPOSITE SIDES OF DOOR) (SEE LOCK OPTIONS) THE 2x6 OR BETTE TO THE H MAY BE A FLUSH 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 15 BAR EXTENDING INTO THE FOOTING AND INTO PE BEAMS. ANCHORS CAN BE 1/4'x1 -3/4" EMBED TAPCON CONCRETE ANCHORS STARTING AT NO MORE THAN 8' FROM BOTTOM AND 16" 0.C., Q8 WITH 3/8 "x4" (1 - 3/4" EMBED) RAWL LOK /BOLT ANCHOR STARTING AT NO MORE THAN 8" FROM BOTTOM AND 24" 0.C. OPENING HEIGHT = DOOR HEIGHT