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BP-02-1107Miami Shores Village 10050 NE 2nd Avenue Phone: 305- 795 -2204 Printed: 6/17/2002 Applicant: BARRY Owner: ' JOB ADDRESS: 11300 NE 2 Parcel # 1121360000050 Signed: Signed: Building Permit Permit Number: BP2002 -1107 UNIVERSITY AVE Contractor GLASS TECH ENGINNERING INC Contractor's Address: 8473 NW 70 ST Local Phone: 305 - 594 -4321 Fees: Description Amount FEE2002 -3403 CCF $9.00 FEE2002 -3404 Building Fee $225.00 Total Fees: $234.00 Permit Status: Approved Permit Expiration: 12/14/2002 Construction Value: $15,000.00 Work: GLASS/ GLAZING DOORS (Contractor or Builder) BY: Page 1 of 1 Total Fees: $234.00 Total Receipts: $0.00 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. (INSPECTOR) BY: Legal Description: 36 52 41 40 AC SE1 /4 OF NE1 /4 LESS E35FT & LESS W40FT LOT SIZE 1740400 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 regul - tions 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, serve j - employees In consideration of the issuance 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 000rdormiq 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 wrier myself, my agent, servants or employes CONTRACTOR ""/4 Na � mr 7. RZ-te (./ OP tai yvv• Address /13 e d I /UG ('`' ,» Shy Home Telephone m � , Nae C� 6. lad. - & - A-•9 ; - Business Telephone License No. Fax License No. ®©0 n / J 2 c s- c o P 7 Ave 7.-/' 3'3 Telephone p a 9 Address Ai 4 q ,j tA) 70 Si. /A) V 33 / 6 Fax Telephone s, 1 _ Fax 30 r W 2 _ � .1 73 0 Qualifier Name 13 Qfi, I) ?t Other Add'l Detachment PROPERTY OWNER Na � mr 7. RZ-te (./ OP tai yvv• Address /13 e d I /UG ('`' ,» Shy Home Telephone 4 C Business Telephone License No. Fax Address /2 _6 , r 1 /// / ENGINEER /� e ^--� - Name f/ e P fael - j e-e—S e.-. License No. Address Name 4 C ,o9c.rej 7 . License No. / 6,�-5 Address /2 _6 , r 1 /// / c s- c o P 7 Ave 7.-/' 3'3 Telephone p a 9 8' ® 6 Fax Shell Only ARCHITECT /� e ^--� - Name f/ e P fael - j e-e—S e.-. License No. Address Telephone Fax TYPE OF MANAGEME✓ ) New Construction Enclosure Alteration Exterior Repair Alteration Interior Demolish Relocation of Structure Shell Only Foundation Only Add'l Attachment Other Add'l Detachment Other INSTRUCTIONS - The following steps must be taken to obtain a permit front the Miami Shores Village: Step 1. Step 2. Folio Number Lot Subdivision 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. 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. APPLICATION Job Address: 1/3 OD vE /a /d�-H/ SA!, .r S Address Apt. City State Zip //.2 /3(0 B© 6 OO O � O Description o Work 0 %�7 Block TP , S n PB PG Current Use of Property Proposed Use of Property Silat-n c Tenant Information 21 j)}U p r �e-s i PERMIT TYPE (✓ ) Building Electrical Mechanical Plumbing LPGX Roofing Fence Other PERMIT CHANGE (✓ ) Chg. Contractor Renewal Revision Extension Supplement Reinspection Value of Work 05,' 00 Tax Assessed/Appraised Value Flood Zone Bldg Value PERMIT APPLICATION Master Permit No. 4 7'- (, /' //4 Subsidiary Permit No. IP)p c Zoning Linear Feet Square Feet A : Units Floors Base Floor Elev. 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 FT FCTRICAL, 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 mu st 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 MIAMI -DADE Signature of Print Name Sworn to and subscribed before me this day of Signature of Notary Public - State of Florida SEAL: PERMIT APPLICATION S' a of Contractor / Qualifier aM O/+9 fl.— Print Name S om to and subscribed before me this STATE ORIDA, CO day of ®` 1 -L - Signature f Notary Public - State of Flori SEAL: .d my commission 0001111181 �w Expt es August 12. ZS Personally known OR, Produced Identification Personally known �� OR, Produced Identification Type of Identification Produced: Type of Identification Produced: ELECTRICAL TYPE Minimum Fee QTY. TYPI; Dryer QTY. TYPE Outlet, Appliance QTY. TY PE Service Repair Q N. A/C Central 1 -3 Ton Heating Strips, each Fan Outlet, Wall Service, Temporary - Paint Booth A/C Central 4-7 Ton Fire Pump Outlet, Switch - Piping, Flammable Liquid Signs A/C Central 8-15 Ton Fixture - Fluorescent - Process/Pressure Piping Oven Space Heater (kw) A/C Central 16-20 Ton Pressure Vessel 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 T YPE Minimum Fee QTY. T YPE Condensate Dram QTY. "TYPE, Generator QTY. TYPE Refrigeration, Tons QTY. A/C Central, Tons QTY. Cooling Tower Heating Strips, each Vent Hood, Cost A/C WalWm. 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 Pump and Abandon Bath Fan - Vented, # Fireplaces, Number of Pressure Vessel Gas - Appliance PLUMBING TYPE A/C Condensate QTY. TI PE Drains, Roof Q'I'Y. TY PE Miscellaneous Fixture QTY'. , ' 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: SECTION BY DATE Zoning Electrical Mechanical Plumbing Fire Public Works Structural Building Official c /I 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) ❑ IMPACT FEE (New Construction) ❑ OTHER (Specify & Attach) PERn1IT FEES (sq.ft. = x/1000 x ¢.60) (¢.005 /sq.ft.) (¢.01 /sq.ft.) PERMIT APPLICATION ❑ CONDO ASSOCIATION APPROVAL (Attach) ❑ BPR APPROVAL (Restaurants) ❑ CONTRACTOR REGISTRATION (On File) TOTAL $ ISSUING OFFICIAL REVIEWED AND PREPARED BY: DATE: CONDITION OF APPROVAL Revised July 2001 10050 N.E. 2ND AVE., MIAMI SHORES, FL • (305) 795 -2207 • FAX (305) 756 -8972 • http : / /www.miamishoresvillage.com GLASS TECH ENGINEERING, INC. 8469 NW 70TH STREET MIAMI, FL 33166 30-` — S SG_ 2/ PAY TO'THE /n � ORDER OF -1 � r°''- SOUTH'TRUST BANK MIAMI, FL 33131 63- 943/631 MEMO y .. 060 1,43661+' ':063 &09430': 70 739 7950 14366 6/! 9/. m 0 0 r o ZED S1GNA DOLLARS 8 N m LL • GLASS TECH ENG. May 31, 2002 JOB NAME: BARRY UNIVERSITY STUDENT RESD. MIAMI, FL JOB #: AFC 02 -385 BY: J.A. CHECKED BY: /W1 DESIGN CRITERIA: * As per the South Florida Building Code 1994 edition for Dade County. * Wind loads as per ASCE 7 -88 using corresponding loads. * Mean Roof Height = 42.2' di PRODUCTS INCLUDE: • * MEDIUM STYLE DOOR IMPACT RESISTANT BY ARCH N.O.A. # 01- 0919.02 • 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 • • • AL- FAROOQ CORPORATION 1235 S.W. 87th. AVENUE MIAMI, FL. 33174 PH. 305 - 264 -8100 CUSTOMER :GLASSTECH 05 -31 -2002 PROJECT :BARRY UNIVERSITY STUDENT RESD. WIND LOAD ANALYSIS FOR COMPONENTS AND CLADDING AS PER SPECIFICATION ASCE7 -88/93 FOR BUILDINGS 60 FT. HIGH OR LESS BASIC WIND SPEED V : 110 MPH IMPORTANCE FACTOR I : 1.05 EXPOSURE CATEGORY : C MEAN ROOF ELEVATION H : 42.2 FT. ROOF SLOPE GREATER THAN 10 DEG. TRIBUTARY LOAD AREA A : 20 FT"2 Kz = 1.08 (TABLE 6, p12) VELOCITY PRESSURE Qh= .00256 Kz (IV)"2 = 36.88 GCp COEFFICIENTS (FIGURE 3, p17) ZONE 4 = +1.33 -1.43 ZONE 5 = +1.33 -1.84 GLAZING TYPE OR SIMILAR GCPi• COEFFICIENT = (+ -) .25 - ALL CASES DESIGN PRESSURE P = Qh(GCp - GCpi) (TABLE 6, p10) ZONE 4 = + 58.2 PSF - 61.9 PSE) ZONE 5 = + 58.2 PSF - 77.1 PSF 1 AL - FAROOQ CORPORATION CLIENT GLASS TECH APPROVAL TYPE: SERIES 3000 MEDIUM STILE ALUMINUM DOOR BY ARCH ALUMINUM - IMPACT RESISTANT N.O.A. # 01- 0919.02 AS PER TABLE (SEE SHEET 3) DOOR WIDTH: 38.5" (ONE LEAF) DOOR HEIGHT: 84" DESIGN PRESSURE RATING: +80 PSF, -80 PSF PROJECT OPENING #: MARK 100 & 100 -1 PROJECT DOOR WIDTH: PROJECT DOOR HEIGHT: GLASS TYPE: ANCHORS: JOB NO. AFC 02 -385 BY CHIC. PROJECT BARRY UNIVERSITY STUDENT RESD 36" < TESTED OK // (ONE LEAF) 80" < TESTED OK// TRIBUTARY AREA: (36X80) / 144 = 20 fl AS PER SHOP DRAWINGS OK AS PER APPROVAL # 01- 0919.02 DATE May 31, 2002 DESIGN PRESSURE REQUIRED: +58.2 PSF, -61.9 PSF < DESIGN PRESSURE RATING OK// (SEE SHEET 1) SHEET NO. 2 7/16" OVERALL SAFETY PLUS LAMINATED GLASS WITH 3/16" H.S. GLASS + .090 INTERLAYER + 3/16" H.S. GLASS OK AS PER APPROVAL # 01- 0919.02 NOTE: DOOR NOT RATED FOR WATER INFILTRATION RESISTANCE. MUST BE PROTECTED BY AN OVERHANG OR ACCESS IN A NON HABITABLE AREA. 1235 S.W. 87th Avenue, Miami, Florida 33174. Tel. (305) 264 -8100 2002 \DR. H. FAROOO, FLA. PE# 165571 OA. CPC. (1 le* um. It 1 a ''i i/ — Ee1.(+) 1 t I f N. p- 7/0 i 00.0 07.0 20 3/15' 57.0 25 3 /16 D.1_ 111' 0.:. 01c. 76' VA[ DESIGN LOADS - PST (4 - 512Es1 It 1 11 — Ee1.(+) + X1.1 -) b - t/21 A4 -1/5- 7/0 i 00.0 07.0 i 57.0 a »1171 4 . - MA ewe 1 000 75.1 1 75.1 Mali n DOOR KL[ORRS 7/0 D00* R7. MK NT. Q AS4dLN'tO e! -I" 81 -3/4 WW1 STN(00*0 65 -1 /4' I 87_I /A- • oppurAeLC To Imam 5t[N mug? SOR ISRATKIN ARE NOT APPUCAmi. s _D S,%8 74 t/r 01a. wW14 S I/2 MAK 74 1 /2' imi MAL 0.L0. ( 0/X ) E Dm. •G• FOR moot ( XX ) +80.0 - 00.0 PSF ODORS) ERNIREMENrS O.LO. ( X ) (APPUCAQE to SWRK.! LEAF OQONS) 'AMEN WATER INRILTRATION REOL7REME0S ARE tool APPUCA0LE. • UN175 SWILL 1E V4S ALLEO C14Y Ai LCCA41CNf wwonmvs, 8r A °Imp! CR o'Ei0V116 SUDI TWAT 711E ANGLE +�'tisw0 NE EL"CE of CANOPY OR OYro44NG To sIU. IS LESS TWA AS MIME'aS. UNLESS tANT Is MULLED a# •,a. -w,R T RLS. AREAS wn War ANO AFEA 15 GEWISNE0 TO iCCEPT WATER OIF1 &T,CN. 10 m1c L NICNDN PCs fortALLATEWS w112 8000 MUMS( CCRR Maw w000 011 01 00044 MOH 50*MSO$ 0*.? PRODUCT REWOUND ACCePTANC21ti 0 '02- WOAtLTTC_DATE IN cBwtdOt.7A0L LOCK, OPTIONS; SINGIJ _ tzar DOORS; AI.L SINGLE LEAF 00085 TO OE FITTED tam 3 POINT LOCK pOWILE LEAF D00$t ACTIVE LF9F: THREE PONT LOCK 5 MITH 5 PLY N1XIK LOCK 801T AOALIS RITE NO. 4015 dl 4015. KEY OPERATED ON EXTERIOR AND TRIM-TURN ON OATER,OR, LOCATED Ai 14' FROM 80TTOM OF.PANEL INACT)YE LEAF; TNO POINT LOCK SYSTEM ADAMS ROTE N0. 1e80 WMTH THUA18 TURN CN THE INTERIOR. LOCATE0 AT 14' FROM @OTTOM 07 PANEL NOTES; L Res STMMLROM _ 10 45510.70 A! PEA 0'E 50IJDI g0NM mow: cagy 1904 e 700 WADE =war. At.60 con +044 LOADS As MI ASCE 1 11!,10 CORAMONONa t0AD7. -000 1MR7t! 57 MUM *811? (K M P80PERE7 10 MAMMA WWI Al 711E INWILIUM. SPAM AS *cow cm OETAnz. 1 memo* 4$4FAMFM TO SASE �11,JEWAt SMALL If 5574440 -ALL OAEl8140 ON STUCCO. P PROVEOCONFSiURA710N% a Av ant w em VIM usweNum :0 et Pu1E0 _on MOOED. 0 ' /rws. mad mom m I/r D TN LW w TYPICl1 CINATIOM ( 0 /XX ) TESTED UNIT 1 THIS PRODUCT RATED FCR LARGE 1115511.E IMPACT LSI!UTTERS NOT REQUIRED 2..r s 0000 Mala #LL PEl :4751 NOY 1 2 1901 It S1 1 e4 • JAN-03-2002 THU 04:40 PM • JAN -03 -2002 THU 04:39 PM )t; PAM FDACE ACCEPTANCE NO.: 01- 0919.02 EXPIRES: 12/06/!91)( AI'I'UO\ f j). 12/06 /2001 FAX N0. PRODUCT CONTROL NOTICE OF ACCEPTANCE Arch Aluminum Glass Company 10200 N.W. 67th Street Tamarac ,FL 33321 The expense or such testing will be incurred by the manufacturer. P. 03/11 MIAMI -DARE COUNTY, FLORIDA METRO -DADE FLACLER BUILDING' BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLADLER BUILDING l.w WEST FLAG1.ER rttr•.ts r. Surer 1603 MIAMI. F1.UktM l313U -1163 (305) 375 -2(301 FA\ 1305)375.290x CONTRACTOR LICENSING SE('rtos (305);75. 527 FAX (3u5) 3 ;5.255:1 CONTRACTOR EN IofCK5t ENT I) . I:MIN (305) 375.2966 FAX (304) 375.29m I'tt( )Ill'CV connt)t. nl\' INII)N 1) Your application for Notice of Aceepta nee (NOA) us': Series 3000 Nit:chi n ) Stile Aluminum Storefront Door - Impnet Resistant under Chapter S of the Code of liattti -Dade Count' (uvetmn__ the use of Alternate Materials and Types of Construction. and completely described herein. has been recommended for acceptance by the Miami-Dade County l3uitding Code Compliance Office (13CCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. I3CCO reserves the right to secure this product or material at any time from a jobsitc or inanulacturer's plant tar quality control testing:. if this product ur material !ails to perform in the approved manner. I3CCO may revoke. modify. or suspend the use or such product or material immediately. 13000 reserves the right to revoke dais - approval. if it is determined by I3CCO that this product or material rails to meet the requirements of the South Florida Building Code. (305) 375.2902 VAS OW) 37:41.;3 Raul Rodriguez Chief Product Control Division TIIiS iS T1IF COVERSI1EET. SEE ADDITIONAL PAGES FOR SPECIFIC 1 N1) GENERAL COND[Ttoxs BUILDING CODE .0 PRODUCT REVIEW COMMITTEE, This application for Product :Approval has been reviewed by the 13CC0 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. Ouint: Ii.;\. 1)irector Miami-Dade County 13uigdnr; Code Compliance Office tt 4 S 0000 .pc20001ttemp)ates:nouce acc•;unce cover page.dot Ink-met mail :rtltlrca: pus tin:t'u t itt:H 11m_ru:1 eon liut.t•tmt t I1u iiepagt.: 1tt11): /%l w' .Im hlittgemleunlinc.rum JAN-03 -2002 THU 04:39 PM FAX N0. P. 04/11 Arch Aluminum & Glass L.C. ACCEPTANCE No.: 01- 0919.02 APPROVED : December 06, 2001 EXPIRES : December 06, 2006 NOTICE OF ACCEPTANCE.: SPECIFIC CONDITIONS 1. SCOPE 1.1 This revises L.. renews the Notice of Acceptance No. 97- 0529.05, which was issued an October 22. 1999. It approves an aluminum outswing storefront door, as described in Section 2 of this Notice or Acceptance, designed to comply with the South Florida Building Code (SFBC), 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 2.1 The Series Medium Stile Aluminum Storefront Doors - Impact Resistant and its components shall be constructed in strict compliance with the following documents: Drawing No W98 -73, titled "Medium Stile impact Alum. Entrance Door" Sheets 1 through 6 of 6 dated 09/11/95 and iast revised on 11- 07 -01, prepared by A1- Farooq Corporation. signed and sealed by Dr. 1•lumayoun Farooq, P.C.. bearing 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 3.1 This approval applies to single unit applications of pair of doors and. single door only, as shown in approved drawings. Single door units shall include all components described in the active leaf of this approval. 3.2 Unit shall be installed only at locations protected by a canopy or overhang such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. Unless unit is installed in non - habitable areas where the unit and the area are designed to accept water infiltration. 4. 1NSTALLATION 4.1 The aluminum storefront doors and its components shall he installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will not require a hurricane protection system. 5. LABELING 5.1 Each unit shall hear 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 copies 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 Notice of 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 (SFI3C) in order to properly evaluate the installation of this system. 1 S to 1\• C..ln a i.tr' c lshaq 1. Chanda, P.C. Product Control Examiner Product Control Division 1) JAN -03 -2002 THU 04:40 FM Arch Aluminum & Glass L.C. ACCEPTANCE No.: 01- 0919.02 APPROVED : December 06, 2001 EXPIRES : December 06, 2006 NOTICE OF ACCEPTANCi?: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been tiled 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: u) The product is no longer the same product (identical). as the one originally approved; c) lithe 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 scaled 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. h) 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 he displayed in advertising literature. Harty 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 distrihutors and shall be available for inspection( al the job site at all time. The engineer need not reseal the copies. S. Fnihtre to comply with any section of this Acceptance shall be cause for termination and removal of :Acceptance. 9. This Notice of Acceptance consists of paces 1. 2 and this fast page 3. kS4g1 1 • Ishaq I. Chanda, P.E. Product Control Examiner Product Control Division END OFF T1IIS ACCEPTANCE 3 FAX N0. P. 05/11 DA. CFQ. 16' MAIL L 1 L ''i Q //. • \ • • 1 / 7/0 /.! // , I e�7ai�iAF�' • a 1 , (1 w • . i • i I 24-5/21 C�-j 1 i OP110NA. / • . / / • 44 - 1 /T I 70.3 1 70.3 _ ..... 26 S /t6" 0.L CPC. 04_ OPT. 35' 36' RAa. DESIGN LOADS - PSF (X- SIZES) 0 1 Y • \ • • 1 / 7/0 50.0 00.0 F 87.0 57.0 RAa. DESIGN LOADS - PSF (X- SIZES) 0 1 Y EKT.( +) 1 "n4 -) b -1 /Y1 7/0 50.0 00.0 F 87.0 57.0 �� 24-5/21 6ro 00.0 I 50.0 44 - 1 /T I 70.3 1 70.3 OVERALL DOOR R£(GRTS 7/0 0000 HP. 0/0 DOOR RT. NMI G ' A D OS -3 /1' 07 -3/ C FAL STANDARD OS 83 - 1/4' 07 - 1 /A' LL • S4Z 0454. '0' 4001405 MAX. DESIGN LOADS - + 80.0 PSI' - 80.0P5F ( APPUCABLE TO DOUBLE LEAF DOORS) rook MATER ONLLTRATgN REQUIREMENTS ARE NOT APPLICABLE. (APPLICABLE 70 50RCLS LEAF DOORS) WHEN WATER INFLTRATIOM REOUIRE!AENTS ARE NOT APPLICABLE. ( XX ) UNAS SHALL az D4STALLE3 Ctrl: AT Lottoc.0S PROTECT°J' 87 A CANOPY Ca OYERWWG SUCH T3':.T THE ANGLE SET'MEEN THE E0CE OF CANOPY OR OVE4)MNG TO SILL 15 LEES THAN 4 CECRE - a5. UNLESS UNTT IS iNSTAU.O 10 Non. - 5L.c 0443 1002RE uwr ANO AREA IS CORNED TO ACCEPT MATER 11APX Afl(N. PRODUCT REMOVED arDOATiCSiDATE R°cEN �4,f lst� -,J • .L ...a- FOCI{ OPTIONS; SINGLE p.BF DOORS( ALL SINGLE LEAF COORS TO 8E F1TTE0 WITH 3 POINT LOCK DOUBLE LEAP DOOMS; ACTIVE LEAF; THREE POINT LOCK SYSTEM MTP1 8 PLY HOOK LOCK BOLT ADAMS RITE NO. 4015 & 4016. KEY OPERATED ON E%TER708 AP10 THUMB -TURN ON 1NTERK7R, LOCATED AT 34' FROM BOTTOM OF.PANEL INACTIVE LEAF; Tito POINT LOCX SYSTEM MMUS WE N0. 1880 WITH THUMB TURN CN THE INTERIOR. LOCATED AT 34' FROM BOTTOM OF PANEL • ADO1RONAL ANC 101 1 1 0StML4110NS 1540 w000 STR5011AtE OR SOU 5000 SUCKS ON MALE 00003 NMI TRANSOM wax NOTES; L 7505 S1AUCIURE IS 0481454[0 AS PER T4E mum PLOPbOA 8UILfi40 COOS 450A Mims MR DAD£ COUNTY ALSO VCR ww0 LOA03 AS PUr A$CE 7 %Alma CORRESP010Rq 5.An4 0. 0000 SUCKS eY 07■402. NUSI 0E APIP OASA PROPERLY TO 105IIX ?A 1000* b THE STRUCTURE. 2 ANCHORS SMALL SE AS LISTED. SPACED AS SHOWN ON OVNL.T. AHC140* ENAKONENT ro SASE NATERW. SHALL 84 04Y0450 NALC DRESSING ON STUCCO. APPROYFO CONfl0URAT10H5 • ALL MUM CC4474C7 rim ALUNNN .4 :Q 9E PtATEO.P5 ammooa 5 ' 12' was. 0. 74 1/2' PTUA.E 110151 70 7 /2. • TYPICAL_ 'I FVATIOP( ( 0 /XX ) TESTED UA TT E,q.: L^ ES rp000 A.A. 44 p 6665/ NOY 12 2001 { THIS PR000CT RATED FOR LARGE 541554E IMPACT 'SHUTTERS NOT 8EOUIREO • le lei zi 71 b' o1 11 Din g: ;SI I r 05 b. ton Ar ( 4 I .. WiF. J ' 3 y 5g$ JAN-03-2002 THU 04:40 PM • W L) SADDLE THRESHOLD 0 tlf TTPtCAL moms jlO-24 X I/2' SCREWS GNI PER CLP ENTIRIEER CONCEAED CLOSER OPTIONAL ALTFNNTE CONCUII D WORM 0006 CURER 1 -1/11' LONG ST. STL CUPS AT 1' FROM ENOS 1403 tY O.C. BUMPER THRESHOLD t ANCICTlS jl2 SI39 e- 1 /2'7Rct FIGS N+0 16' O.C. 2/ tSG j12 -24 X 3/4' RI SCREWS AT 4' f110M CORNERS ANO 12' D.C. MAX. SPACING TRANSOM ..AMR .74r M91. T•P GLASS LSTE gliftroetaxe. 00 w0 ouc..tz NOT or ARCH ALUMINUM, MUST SuST.UN :MPOSE0 ST 0.. a *ZING S TEM AN0 '.RANSFER NBA t 70 THE etittL4NC STRUCTURE. TYPICAL ANCIIORS; sE aa.i. MA SPACNG um WY A. Y 'N000 SUCKS OR WOOD STRUCTURE 1 /4' 01A. TAPCCNS WRH._I - 1 /2" MIN. WOOD PENETRATION S. TH.RU ICY RuCXS INFO MASONRY OR DIRECTLY DM DM MASONRY I /4' {)IA. iAPCONS WITH 1 -! /4' 51M1 EKIEO INTO MASONRY NRY IN. C. INTO METAL STRUCTURES (STEEL OR ALUMINUM 1 /B' M THICXNESS) 1 /s' OW. MS S OR SELF DRILLING SCREWS FTLWE MO PANEL CORNERS. INSTALLATION SCREWS AND ALL METAL PARTS CONNECTIONS SEALED WITH ALUMINUM COLORED SEALANT 'DOW CORNING 993.' PRODUCT I .':: E N Ararr C4 w. 431.--61 I9.02— LOTPO'A :OtIDAiZ PKo‘, Zoo ( 10, J. PEARLY ws;04nnv�lr �, 001Aw g. t o -I3 MW 1 ST M401.14£0 .1240 RATEFTOI SAFIDC/71E5PSAFE � IITw 1 3/16' MASS I /4' CLASS ( NEAT SIRENGTNENED .090 INTF%A►ER SARA /IKEFPw'1 er 'SOWM' 1/C CUSS NEAT STRT71G1HENED TRANSOM FAO /Silt. GLAZING 4ETA1L* !Net 05. Aawwm AAALYIo =ACM ES 7 5 1 +4537 NOV 12 ZOOS MEAT STRENGTMIS4E6 I MIOR 1 FAi • mem 17 al IoV 0,4 o cz C 0 28 sa Oti 5 8 1 k i aro.ing W98 -73 meet of • drordno no. W98-7.3 tir IR 23r v000 BUCKS TYPICAL, ANCHORS" TYPTCAL MCLICRS TYPICAL. Anocas =CO aUCNS NCT Y ARC I1 ALUMINU&i. MUST SUSTNN i.OPCS 11.4POSED BY GLA2z4G $'t14 AND Tamen.; mei 170 1147. athumc ETRuCTURE. wraa. smicnsiEs tmuz. c Awm. vin. niit:31) Vrtit • ry u ICY IAN. ALNIATANI 0003-it MAC 1 IPL eciLLYCLIA. TULLICTIANA rt 4 'ow NOV 1 2 2001 7.110.354xrr RENL:`;;;:::: A cCryweaciok._5:A=g51.5: 0— vre,,,,n-vwx_31.t.c_e_illet- sheet of • • • • • PRODUCT RENEW : D ..cxrnvirs w 6 f -o4 /g oz EXPIPATSON DATE Poe By 1 sl.o • •WC TCNKRbj.crams CL • 1• x ALI AA ANGLE. 3-7/8' tC NC 1 ( 110-24 X 3 / 4 'j THREAD CU1v040 143 FRAME CORNER 1 14 x 1 -1 /r 119 N its, 12 X * FIAT KAU CU17INC SCRCWS f RAMr CCRNf R /10 -24 x 1/2 1NREAD CUflIN0 MS THRESH01 D CORNER 2X21 t /8' ALUM ANCIE. 7/8' tcNa fIo -24 2 1/T (� TNREAD CU1iU MS OFFSFT PIVOT HINGES OFFSET CAST ALUMINUM PIVOT HINGES INTERNATIONAL 9 OP -160 (AT EACH END) INTERMEDIATE CAST ALUMINUM HINGES IP -1900 (AT MIOSPAN OF EACH LEAF) FLOOR I cAF CORNER • i • 1 *2 no IM TAPPING SCXZWS PIA 1 12 M se; TAPPBNc ScS6NS HINGE OPTIONS; 1 12 PH SELF TAPPING SCUM 4-.1/2 - RRASS uz HINDS C0NCEAtFO ALUA1 ROTON HINGE HAGEq $ 23 CONTINUOUS ALUMINUM r FROM TOP CORNER ROTTON HINGE HALER ¢ 700 -1;2 De FROM BOTTOM CORNER FASTENED TO FRAME .IAMB AND TO JAMB STILE ONE AT MIDSPAN WITH (27) TOTAL. SCREWS ON 8/0 OOCRS mcnoUC'r RENEWED WITH (29) TOTAL SCREWS ON 8/8 & 7/0 000RSS mowAtoN DATE 'Mc. 5 60 IWOtL 1 »d am tNUOUI: Q`1nNr; maw), gy0,uce1l NJ.1I= • ii drorinq no. W98 -73 - *32b 6453. ae6C91Pnon 4/412114 s.gP. /sOPPJIx /61 - ^ - � - t ( - .,moo {-.I1_ 1 LEAF - .PIP R►x. SL83 -7� ARLY! /�lY ,.„,.._____I f LLL I I 1 ./ LEAF j GLASS FM* 6093 -:2 ,LAG ALLY 1 ; 1.760 C' Q r.` 1 :.coo 1 1 1 1 1.210 i { { ./ LEW IJT6910A .,ss stn 6563 -T6 ARCH SLAM AS 6Pm t .SPE i1rA x , /e) - RC = 394 a %� STILE u AECO. SF XAMr(0£?METY gAI,6G 9E40 i i 9L CN4 OCr r 1x c I ( ( 1 41" HEADER TUBE 1 S T i.001.4 t%R4571a10 306] -'3 ARC1 A.74 Q l9 TRANSOM HEAD & SILL 3 DOC6 T•m' SOa] :S of 3 mat SOP 6063 -71 50351 NAM 1 mA14�I StL 606] - r6 ARCft Taw ` 3 ita 1 pr./0196 1154 (CixiCL�°4 RCSCtS) 5053 - 71 1 ARCA1 51391 1.543 1 / 1 / c006 STOP 1 7.x6.6 .Fns NEOPRENE R 1 3.9-8---1 { I 1 4/ rtsEO L'l2 '6£EGE 61 051211 rs?PL`1e ■xYVEA7At 6,1�E4 i. 1_ I I 1 I 1 i6AY4 RNE4 ! 214262 23.0934 6063 -T3 ARCM 56104 .906 { I} I, AS 5200 UPC (3/q x i,.7 - M6MC� .L._ } •054j I INACTIVE STILE AS RECD. PRO 111E GLASS STCP 9063 -T$ ARCH A/W 2"- + .:is - .230 �F 1 - 1A DOOR FRAUE & TRANSOM JAMB � 5 0- •-2.04 j 11 SHEAR FCC( 53 RM. PALO 6572 3333T SOP 6663 -76 ARCM AuDi AS as o MO PE { TA I /2' x 1/61 - I rA;Rta14 ( -494 1 1.730 1/ ROOM sm. 6351 - T3 ARCM Alta AS R403. WARN AMMO (1661.5066) 6063 -T6 ARCM ALW ,L_ 1 AS 1200. j w 2 3/4 1.f MOO 50949% - 3 01104 CORPUS .936 .7_0 As *200. 3417316 92006 1.239RE?1E I2MRSM. 0112220 0666 0606 96 assn. 1•1.506/ DEAD 9063 -76 ARCM ALAI �-+-� i 1.000 0 GLASS STOP FIXED UTE 1 © GLASS ,. 000 STCP iIXEO UTE 2/ LFAA 3/6' ompo[0 Rao MDN :511 - AR04 KLS6 3.500 1/ LEAF MA1 0s 4111E 6063 -75 ARCM AUDI 1/ Atf 1959 AG1NE slits 9063-13 ARCM Atw 2 t HINGE STILE '/ 61633736 tEI�F ` tlRS 4003 ARCH NUM RE00. RIX MSPOPP61G 1.1131/ x .36014) sauce. 741 �, � .062 1.12S 1 2.000 ---1 ® =DR STOP .070 f 4.237 0 3/ 4 - I/2 - x 4 5197 TWEE PASS 146099 1/ tw • RamM 1642E /EA16R101 640374 - TOP a 96T(O4 WPM Paw 47 - Lae '�' II ,p7 1-- 1.710 DOOR STOP 101[666. a1F37[t MOT - RATE a55enosuRe C.O. = a mans »wts+lolD 64163 PPaaeo i - .733 O EXT. GLASS STOP - euta »Eitn/EH6mIPPBVG 60177. 9415t0 LEA 1/ F .PUSH Go AT .2 - t/2• mom Eom7m1 5567 - 15 444.7,04114 SHAPES Roc. 6/ IIA9 • RV. 1463044 • 42 - 1/2' PRIM Goft016 6061 - 66 ARCM AWN As 6400. / 10 x 1 -3/4 9IA7 MAO 506345 - 3• moo CORNER9 a 24' 0.C. 1 1.073 -+ r 1.3131 O INT. I TR/049(066 AA666 a 0306 FRAME 0663 - 71 MRCS MAN 1 t T`+ 6565 x-.09. i]S ��w.� • -: %. AM . / ACP:E IL.� / _9 / B EtIUxL 4 I a1- • f 4.465 . I I7 .926--11-- GLASS .---1. STOP TOP RAIL. --' ` --.252 ;� J 1044+ -i CI EoTTOM RAIL � C I ? I °300 4 1 .163 065 .ROOD 4.95 141 6 M P4 II 16!57 ° T -- _ __2 1.457 o A [ ± = saa -.1.8110 ,- DOOR STOP CUP NOV 1 2 1 i j CLADNG ADAPTER ( W99 -73 • (Ahect 6 or • 4.000 0 SADDLE THRESHOLD .000 291 BUMPER THRESHOLD 2 • • 5ARR' MIAMI, FLORIDA GENERAL NOTES: INCLUSIONS: 2) GLASS S4 -IALL BE : 3) FINISH SHALL BE : CLEAR ANODIZED R5 f—X I EV/\TfO\S 1) SERIES 3000 MEDIUM STILE DOORS IMPACT RESISTANT BY ARCH. ALUMINUM (1 1/4" x 4 1/2" DOOR FRAME) ( N.O.A. 01- 0919.02 ) a) 7/16" LAMINATED GLASS MADE OF 3/16" HS GREEN TINTED GLASS AT EXTERIOR - INTERLAYER - 3/16" 1.45 CLEAR AT INTERIOR (FOR DOORS) b) 1/4" CLEAR TEMPERED GLASS AT INTERIOR WINDOWS MARK: "A" c) 1/4" CLEAR TEMPERED GLASS INTO HOLLOW METAL FRAME BY OTHERS MARK: "A" DOOR NO.: 100F, 5100, 5101, 5101 -1, 5 -102, 5200, 5201, 5202, 5300, 5301, 5302, 5400 4 5402 Au DPEn11NGS SAE IN.2eoL.. 4 rtaT 51-IQ JIU IN SH oP 012)4011Nb,g- 4) DOOR HARDWARE: (AS TESTED AND APPROVED) a) STANDARD PULL HANDLE AT EXT. AND PANIC DEVICE AT INT. b) OFFSET PIVOTS. c) ADAM RITE TI -TREE POINT LOCK SYSTEM AT ACTIVE PANEL. d) ADAM RITE TWO POINT LOCK SYSTEM AT INACTIVE PANEL. e) THRESHOLD AS DETAILED. ( MILL FINISH ) f) SURFACE MOUNTED CLOSER g ) MOTORIZED HANDICAP ACCESS PADDLE AND CLOSER FOR MARK 100 ONLY. UDEN EXCLUSIONS: a) WOOD BUCK b) PROTECTION OF MATERIAL AFTER INSTALLATION. c) FINAL CLEANING. d) INTERIOR CAULKING. e) MIRRORS. f) MOCK -UP. g) PATCH -UP WORK h) LOUVERS N,E UN 0 4° 2002 - ' U m 1 DRAWN er: MVO. EIS 1 %EMT GENERAL NOTES 1 z s f i 1 N.T.S. am: 4 -15 -o2 MOE PROJECT NO. 9891 SHE NO. OF 5 , n0 'GO 1 /( • / / \ ®\ n ox \ r - / / \ t�/t 1 t _ / 1 1 I r 'CO 1 1 /( • / /// \ 0\ -i — a OAO / / / \ L \ 1 t _ Y .VZ E .XCTERIOR ELEVATIONS INACTIVE LEAF MK: ( ) REQ'D. ACTIVE LEAF SHUTTERS NOT REQUIRED ■ INACTIVE LEAF MK: (1 ) REQ'D. ACTIVE LEAF INTERIOR ELEVATIONS MK: (2 )1EQ'D. At 2ND FLOOR ( ROAM • 200E ) ( 2 ) REQ'D. AT 3RD FLOOR ( ROOM • 3000 ) ( 2 ) REQ'D. AT 4TH FLOOR ( ROOM * 4000 ) 042002 3 1 a. 1 t0 1 1 0 re I 0 * E O DRAWN BY: S.V. OWL en WEL,' TrtLE: ELEVATIONS z s 6 i 1 Y '.ALE: DAME: 4 -23 -02 uam PWOJECr NO. 9891 SHEET NO. 2 OF 5 GLASS TECH ENGINEERING INC. 8469 N.W. 70TH STREET' V4" DIA TAPCONS HH -TAPCON AT 3" FROM ENDS ANA BALANCE AT I6" OC. f 1 1/4° MIN. EMBEDMENT ) 1 X 4 PT WOOD BUCK BY OTHERS (TYR) • STUCCO BY ^ _ OTHERS fTYPJ - EXTERIOR PERIMETER CAULKING (TYP.) 0 4 f u 4 ' 0 . ..0 . 0 V0 % : . :........................ ........ . ... GYPSUM BOARD BY CII-ERS ON WOOD !BLOCKING SY OTHERS f TYPJ INTERIOR CAULKING BY OTHERS (TM d A 4 1/4" DIA. TAPGON LOCATED 3" PROM ENDS AND BALANCE AT G" O.C. f 11/4" MIN. EMBEDMIEN ) FILL WITH GROUT BY OTHER. RECESS FiN18H FLOOR 0/— S • d 1 a LL E Ora. WA 1 1 1 6 i i 1 SHEET TTILE: EXTERIOR DETAILS DRAWN 8r: DATE: &Y. 4-2S-02 aae PROJECT NO. 9891 SHEET NO. 3 OF 3 1 3V1° DOOR OPENING OPENING DIMENSION 3 I/Z pA. V4° DIA. X 4 3/4" LONG 11- TAPCON .AT 4 I/1" FROM ENDS AND BALANCE AT 1S° O.C. ! 1 1/4° MIN. EMBEDMENT ) GYPSUM BOARD ISY OTHERS ( TYP. ) FURRING BY OT1-ERS C TYP. ) INTERIOR CAULKING Err OTHERS f TYP. OPENING DIMENSION EXTERIOR PERIMETER SEALANT ( TYP. ) 4 ETUCCO BY OTHERS ! TYF' ) 1 0 E MM. Mt w tp to M O p ce I CT Z a L i 0 CO 2 1 e U X 8 O 1 1 SHEET TITLE: EXTERIOR DETAU-8 sm N.T.S. DRAWN BY DATE: 9.Y. 4 -2S-02 oars 'RD.WCT NO. 9891 SHEET NO. 4 Q 4 " • . 1 YPICAL ) '14 X 2 3/4" LG., FN- 0 FI -8M8 %4" GLASS (TYPICAL) D.L.O. O.D. 1 3/4" 2 1/4" 1 DC z 1 4 f 0 SHEET T17LE NTER10R DETAILS SCALE: N.T.S. DRAWN BY: DATE: 5.V. 4 -25 -02 eft. en ova PROJECT NO. 9891 SHEET NO. OF 5 ,