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50 NE 93 St (11)
7 rt; OPE i'° TY OWNER New Construction Nams ' ]f: ?J ol�?J f . Alteration Exterior Address /v.'fj -'e vs w 'fed%'✓ 300 NA / 14v, rr .M; eii ' r1. 31/0 onie Telephone K' ? Alteration Interior 3usIness Tele li=e 3 , 0 0 - - 6 er5 , -6 1 i ReEocation of Structure lax (3 b5r 6 i.-b s Shell Only TYPE OF MANAGEMENT (1 ) New Construction Enclosure Alteration Exterior Re , air Alteration Interior Demolish ReEocation of Structure Shell Only Foundation Only Add'l Attachment Other Arld'l Detachment O r,er Step 1. Job Address: Tenant Information Address Folio Number Lot Block PERMIT TYPE (,/ ) Building Electrical Mechanical Plumbing GX ooling Fence Other ,61)°C /1.3 c, 3 ARCHITECT Nacm11e License No. Address 'll'elephone )!ax p; RMnr A P UCA .SON Master IPet No. Sin's 6.iary Pe st No. t; gage: Complete the attached permit application which must be siPned by the wnert owner and oualifier. 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. PLACATION Mik/h FL- City Description of Work ( A n S ¢ -- c <-7l/0 4 / 51 Subdivision PB PG Zoning a Linear Feet Current Use of Property Square Feet 0 ' Units Floors Proposed Use of Property Value of Work* f 0 Bldg Va:.ue Tax Assessed/Appraised Value Flood Zone IIDERMIT CHANGE (✓ ) Chg. Contractor Renewal evision Extension Supplement Reinspectioan ENGINEER Naut License No. Addumss Telephone Fan CONTRACTOR Name License No. Address Telephor_e Qualifier Name State Fax Zip Base Floor Elev. Page 2 IMPORTANT NOTICES I. 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 PROTEt:11,D 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 P • o Signature o Print Name to and subscribed before me this UNTY OF MIAMI -DADE C o day gnature o Notary Pulj =1Srate on ;;, - .c• . ....__.. SEAL: .. ti STATE OF FLORIDA, COUNTY OF MIAMI -DADE Signature of Contractor / Qualifier Print Name Sworn to and subscribed before me this day of Signature of Notary Public - State of Florida SEAL: PERMIT APPLICATION Personally known OR, Produced Identification / Personally known OR, Produced Identification Type of Identification Produced. J 132 ' q1. .5 ' OO 3 . © Type of Identification Produced: LECT:RICAL TYPE Minimum Fee QTY. TYPE Dryer 'IN. 'r \PE Outlet, Appliance [ QTY TYPE Service Q11. Repair A/C Central 1 -3 Ten Fan Outlet, Wall Service, Temporary A/C Central 4 -7 Ten Fire '" uanp Outlet, Switch Signs A/C Central 8-15 Ton Cap - Fitttuure Fixture - Fluorescent Fourntaan Oven Pump and Abandon Space Heater (kw) A/C Central 16-20 Ton Fixture Light Parking Lot Lights Spas/Hot Tubs A/C Central 20+ Ten Supply, AC We:l Flood Lights Can - Sewer Plugmold/Strip Gas - Natural SLbfeeds, No. of Amps A/C Window FPL - Load Central Posts Swim Pool, Commercial MT Conditioners II'unnp, IRe -circa llate Garbage uI isposal Temporary Water C_aset Range/Range Top C :aches Was er Swim Pool, Residential Chillier Generators, etc. Receptacles Switchboards C:ear Violations Crease limp Heat recovery 'Pump, Sprinkler Refrigerator, Comm. (p/PH) Utility - Sewer Temp Serv., Constrinctien Compactor Levu -vo:t, Burglar Refrigerator, Domestic Temp for Test - 30 Bays Deep Freezer Dis :was :lar Lew -vo:t, Fire :indirect Wastes m °enew - Temp Service Re :ay Repair Damne:atioan Low -vo 1, IIntercommn/Teiepb. Repair Circuits Roof IInnlet Dishwasher Water Closet Low -volt, Television Domestic Well Service, Number of Amps :.an.. ry Tray r, r ._ ..fir A/C Condensate Y . 7 , �� a -- , TYPE Drains, Roof QTj' `. .. Miscellaneous _, Fixture 11 _ Qf\ T , PE � Soakage Pit QTY 3ath '17.,:b a rolling Fountain Miscellaneous Repairs Solar Water Heater I.33calet Falter Rep "ace Pool Piping Sprinkler Repair Cap - Fitttuure Fourntaan Pump and Abandon Sprinkler System Cap - Water Gas • Appliance Pump, Domestic Supply, AC We:l Can - Sewer Gas - Natural Pump, Fire Stand Temporary of :et Catch Pasin l Gas - :Propane II'unnp, IRe -circa llate Temporary Water C_aset C :aches Was er I Gas Fipiag I?rri anp, Replace - Pool UJramua: Dental Chair Crease limp 'Pump, Sprinkler Utility - Sewer Discharge We :lee 1V.:E:S.ter Pump, Sumo Utility - Water Dis :was :lar I :indirect Wastes Re :ay Repair Vacuum IPina ;p y:.sposa: .Interceptor Roof IInnlet Water Closet Domestic Well :.an.. ry Tray Septic Connection Water Heater Drainaa.a,, 6" 7ElefRes. Lavatory Septic Tana Water IEI[eaCer Nev' Drains, Area Meter Set (Gas) Sewer Connection Water 9' e -pipe Water Service Drains, Floor Minimum Fee Shower Grains, French MisceilLanenans Equipment Sink Well, Supply 1'_ _1l1 ;: Page 3 e INSTRUCTIONS: Please indicate the type of work being performed and quantity(ies) in the space provided below. Condensate Drain Cooing Tower Dryer Vents, Number of A/C Central, Tars A/C Wall/Win. Teas Air Handier, TOMS Ilarbecue IEatlhi Fare - Vented, .0 Ductwork, Cost of Fare Sprinkler System eating Strips, each Paint ooth Piping, Flammable Liquid rocess/Pressure Piping Pressure Vessel Minimum Fee Fireplaces, Number of PER ;1, T APPLICATION RECEIVED AND REVIEWED BY: DATE: Page 4 OFFICE USE ONLY i< LIST ❑ OWNER - BUILDER FORM (Attach) ❑ FIRE DEPARTMENT APPROVAL (Commercial / multi- family) ❑ CONCURRENCY (New Construction) ❑ OTHER (Specify & Attach) ❑ PROOF OF OWNERSHIP (Attach) ❑ HRS / DERM APPROVAL (Septic / Sewer) ❑ IMPACT FEE (New Construction) ❑ OTHER (Specify & Attach) PERMIT FEES $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 $ 60 $ o REVIEWED AND PREPARED BY: SECTION Zoning Electrical Mechanical Plumbing Fire Public Works Structural Building Official BY DATE (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 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 BUILDING ELECTRICAL M PLUMBING t1' ROOFING MECH Owner of Building a .e6PW APV 5awd 1jueC ii ossit -es 0 `9 Lam, -mc- slenop t66 /O/ 1/ — ale(' 1 Architect Contractor `.L2- - 72_e- i \ or Builder Legal Lot Description 0" (Win? A!"Y'f27 .. EititrEl1: A MIAMI SHORES VILLAGE, FLORIDA 305-795-2204 PERMIT N_ 50403 PERMIT CARD MUST BE AVAILABLE FOR ALL INSPEC Work to be performed under this Permit--/- )2A1- L CZ—t.-C-c Bl. q3 � 01 52 :IIL 0604hh941 00 :e2 , h0000E 90:1 '9Jh71/5 !l arYJr1 4 l tiip 'oJ I J (14" "/4 ( i , 9 LL ZOO Lt9O ant N�tl �® � 3iaowyplues o / / o7i 1 v X'j 'ZL)Y T SVIAIONI ' N NOV1110E13. Date Contractor's License No. IRV AUTHORITY b40 20 ltie.L -6 9 7 . (Lt 1/ 6qcvpii:4/7 J '. „:2p10 f 41 0 /,.. /6° Pmit: �9f �J / , j� CCFer: Subd on / f • / , e /`V /24 )lotary !L Bond: Sq. Ft.: 7j Radon: Value of � O Project $ s c- Amount of 6 Permit: Address of Building 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 applifa- tion 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 s uch 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 ke n on the plans or drawings or in the statements or specifications and that he assumes respon- sibility for work done by his agents, servants Signed v - ( INSPECTOR) BY In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulation% 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 responsibility for all work done by either, myself, my agent, servant or employee. MIAMI -DADE • • • • •• •• • • • • • • • • • • • • • 0 • 0 ••0 • 0 • • 0 • • • • • •• • • • • 0 • • • • • • e• • • • • • • • o • • • • • • • 0 • • • PRODUCT CONTROL NO'T'ICE OF ACCEPTANCE Madden Manufacturing 1889 NW 22nd Street Pompano Beach FL 33069 Acceptance No.: 98- 1110.05 Expires:05 /01/2003 Approved: 06/16/1999 Internet mail address: postmaster@huildint.codeonline .cum •• • • • • • • •• • • •.. •• •• • • • The expense of such testing will be incurred by the manufacturer. CONDITIONS • • ••• •• •• • • • • • MIAMI -DADE COUNTY. FLORIDA • • "' METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE •• METRO -DADE FLAGLER BUILDING :140 WEST FLAGLER STREET. SUITE 1603 • MIAVII. FLORIDA 33130 -1563 (305) 375 - 2901 FAX (305) 375 - 2908 •• ••• •• CONTRACTOR LICENSING SECTION o • • (305) 375 -2527 FAX (305) 375 -2558 • • • • • o • • • • • "' "CONTRACTOR ENFORCEMENT SECTION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375-2902 FAX (305) .372 -6339 Your application for Product Approval of: 20 Ga. Galvanized Steel Storm Panel Shutter 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 Miarni -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. BUILDING CODE & PRODUCT REVIEW COMMITTEE Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL 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 ;ado County, Florida under the conditions set. Forth above. F J1, )44k. rancisco . Quintana- R.A. Director ( of 3 Miami-Dade County Buil ling Code Compliance Ot:ice Hornepatte: http : / /www.huildint,codeonline.com Madden Manufacturing Co. • • ••. • • • ••• •• •• • • • •• •• • • • • • • 0 • • • • • • • •.° • • • • • • • • • • • • • • • "' ' ° :ACCEPTANCE No. : 98-1110.05 .. • •' • • •' • • °'APPIZ'bu> D JUN 1 E; 1999 • • ••• • • • • • • ° • • • • • • • • • • • • • • • • • • • ... .•• • • tXPIRES' ° 05/01/2003 NOTICE OF ACCEPei.14C�• 8 & ?> rI It CONDITIONS ••••• • • • • • • • • • • • 0 • 000 • . 1. SCOPE This revises and renews the Notice of Acceptance No. 96- 0520.04, which was issued o,z May 1, 1997. It approves a 20 gauge galvanized steel storm panels shutter, as described in Section. 2 of this Notice of Acceptance signed 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 This 20 gauge galvanized steel storm panels shutter and its components shall be constructed in strict compliance with the following documents: Drawing No. 96 -87, titled "20 Ga. Galvanized Steel Storm Panel ", prepared by Knezevich & Associates, Inc., dated April 22, 1996, last revision #4 dated March 4, 1999, sheets 1 through 6 of 6, signed and sealed by V. J. Knezevich, P.E., 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 All permanent set components, included but not limited to embedded anchor bolts, threaded cones, metal shields, headers and sills, must be protected against corrosion, contamination and damage at all times. 4. INSTALLATION This 20 gauge galvanized steel storm panels shutter and its components shall be installed in strict compliance with the approved drawings. 5. LABELING Each panel 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 PER!MMMIT 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 Acceptance, 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. /4. Helmv A. ar, P. E. - Product Control Examine: Product Control Division 2 of 3 Madden Manufacturing Co. • • ••• • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • •A°CCEPPANCE No. : • • •• • • • • • • • ••• ••• • • •E' PRaVED • • • • • • • • • • • IXPIIZES' • 3 of 3 93- 1:,10.05 JUN 1 6 1999 05/01/2003 •• TI PD CONDITIONS NOTICE OF AcCEP'rANCR:: _ / �� A • . • •• • • • •• • 1. Renewal of this Acceptance (approval) shall be considere a a renewal application has been filed and the original submitted documents, 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 Bui?ding 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. 8. 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 1, 2 and this last page 3. END OF THIS ACCEPTANCE /?y( At% Helmy A. akar, P.E. - Product Control Examiner Product Control Division CERTIFICATE OF OCCUPANCY MIAMI SHORES VILLAGE, FLORIDA BUILDING DIVISION � O ' - Miami Shores Village, Florid -o r ac = Is0 iL s Owner, Agent or Tenant of Building L • � A:5, Lot Block Subdivision _4 Street Address 0 ) , `3, 9'3 ): ° Approved use by occupancy Remarks: This Certificate of Occupancy is issued to the above named c . for building at above named location only upon the express provision that the applicant will abide by and comply with all conditions of Ordinances Nos. 92, 93, 94 and 97, known cis the Zoning, Electrical, Plumbing and Building Ordinances of Miami Shores Village pertaining to the erection, construction, alteration or remodeling of buildings or structures. °J �i \ `� 1 12 , , ��i BUILDING DIVISION WILDING °ER'.''T NO' NEW CCNSi RUCTION REPAIRS ALTERATION ADDITION OWNER 5 NAME .;C3 LOCATION (ST. OR AVE.) L :VI'TTED TOP r.NNING BOARD F SUBMITTED TO PLANNING BOARD VI TO VILLAGE COUNCIL DATE APPROVED REJECTED LOT PRESENT ADDRESS GENERAL CONTRACTOR ADDRESS BONE EnU1REMENTC CU. FT. PLAN CUBE :;RAWING S. S °1 C:F!CAT!ONS. RESTRICTIONS AND CUBE CHECKED BY: PERMIT FEE 3 BLOCK TYFE STORIES ROOF CONSTRUCTION DESCRIPTION REFERRED TO COUNCIL DESCRIPTION CU. FT. EST. COST $ R EMAR1(5 C:= CCCLPANCY NO. ISSUED BY TO .6 L.:?.JING PERMI7 AND INSPECTION RECORD- -MIAMI SHORES EC Vil..:_AGE LICENSE NO. ":1 SUBDIVISION PHONE NO. INTERIOR CONSTRUCTION LICENSE NO. BUILDER'S 3OND NO DATE REASONS DA T'. fNSPECTIONS DATE BY��/ RE- INSPECT BY RE- INSPECT BY FOUNDATION �/ g / ��y�- DATE FEE TEMPORARY SERVICE $ BEAMS & LINTELS SEPTIC TANK $ SEWER FRAMING G. SOLAR HEATER $ $ GAS $ $ $ $ FINAL r' ' L •• BY RE- INSPECT BY RE- INSPECT BY CLEAN -UP ,' ROUGHING CONTRACTOR PHONE l /.1 ._ PERMIT NO. .) J 1 DATE e. /,' / '� FEE $ t''' !; NEW BLDG. I ,---- -. 1 ALTERATION ADDITION REPAIRS SPECIAL PERMITS PERMIT NO. DATE FEE TEMPORARY SERVICE $ $ SEPTIC TANK $ SEWER $ $ SOLAR HEATER $ $ GAS $ $ $ $ INSPECTIONS DATE BY RE- INSPECT BY RE- INSPECT BY ROUGHING ,' ROUGHING GAS H. W. HEATER CONN SEWER RANGE CONN. SEPTIC TANK SOLAR HEATER FIXTURES FIXTURES at FINAL .'k _ - � r `ftd: t• 2 a -' CONTRACTOR PHONE PERMIT NO. DATE FEE $ NEW BLDG. I ALTERATION 1 ADDITION REPAIRS SPECIAL PERMITS PERMIT NO. DATE FEE TEMPORARY SERVICE q (Q 1 `'A, $ H. W. HEATER CONN. $ RANGE CONN. $ MOTORS $ FIXTURES $ $ INSPECTIONS DATE BY I RE- INSPECT BY RE- INSPECT BY TEMP. SERVICE _ � Y3-l� ,' ROUGHING H. W. HEATER CONN RANGE CONN. FIXTURES at FINAL .'k _ - � r `ftd: t• 2 a -' BUILDING INSPECTIONS PLUMBING PERMITS & INSPECTION ELECTRICAL PERMITS & INSPECTIONS APPROVAL TO POWER CO. FOR SERVICE DATE BY IVERTICAL OR HORIZONTAL I .- z . i • a I � PI I 111 I I� 1 i (I PL AI rl;��D 1 1 II II r 1 J SO 0 LABEL IC?.. 0312 (TYP) GENERAL NOTES: 537 0 1RR - ` 313 I-69 ALT. LEG I 2 000 - DIRECTION - "E" TRACK SCALE : 1/4" = 0' -1 n 20 GA - 800 • • •0 0 O • • • • • • 000 909 12 COVERAGE 250 15.25 STORM PANEL •• SCALE 1 /L" = 0' -1 16C o, 313 .69 p • .090" 1 IT *"PI NP' TRACK O SCALE 1 /L" = 0 -1 rn .875 0 , - 563"9 -25 120 GA. GALV STEEL CR 0050" ALUM) KEYHOLE WASHER • • ••• • • 8 ••• 211415•• • • 8 •8 •• • e e a e e e e e e • • - • ••• • • • • • • , • - - - .8 - -0- • 0 o9 e 0 e C eee J, O ro • 9 0 0 1•23`0 0 • • • • -.. • • • • 9 • • 0 9 9 a 9 9 e 000 • 9 • 9 • • • • 9 • • • • SCALE HALF SIZE • 00 0 e 0 ee eee ee 1. THIS STORM PANEL SHUTTER SYSTEM IS DESIGNED AND TESTED IN ACCORDANCE WITH THE SOUTH FLORIDA BUILDING CODE 1994 EDITION. • • • • • • s se• es 11 2. POSITIVE AND NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED FOR SPECIFIC JOBS IN ACCORDANCE WITH ASCE 1 -58 "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES." TABLES SMALL BE REFERENCED AT APPROPRIATE DESIGN LOADS. WINGNUT 18 GAGE GALV STEEL GRADE C - 0I 4r- SCALE HALF SIZE i 100" 3. PRODUCT MARKINGS SHALL BE WITHIN 12 OF ONE END OF HE PANEL WITH A PIN. OF ONS MARKING PER PANEL AND SHALL BE LABELED AS FOLLOWS: Al AST. 00. PC000AND BEACH. FL DADE C OUETTY PS.001JCT CONTROL APPROVED L. PANELS HAVE BEEN TESTED IN ACCORDANCE WITH THE DACE COUNTY PROTOCOLS PA 201. PA 202. & PA203. DESIGN IS BASED ON CONSTRUCTION TESTING CORPORATION ICTC) TEST REPORT No 96 -012. S. STORM PANELS SHALL BE 20 GAUGE STEEL 19®0.035 CONFORMING TO ASTM A466, STRUCTURAL QUALITY. GRADE C. WITH A MIN Py a 4.0 KS) GALVANIZED IN ACCORDANCE WITH ASTM G -60. ALL ALUMINUM EXTRUSIONS SHALL BE 6003 -T6 U.O.N. 6. ALL SCREWS AND BOLTS TO BE 2024._ ALUMINUM ALLOY. STAINLESS STEEL. OR GALVANIZED STEEL WITH A 33 KSI PIIIBMUM YIELD STRENGTH. 7. FOR INSTALLATIONS 30 ET. 001 LESS ABOVE GRADE. AN OPTIONAL r r r X 10 GAGE STEEL BAR MAY BE USED TO CONTROL DEFLECTION 01I STORM PANEL SYSTEM. STEEL BAR MAY BE FASTENED AT PANEL OVERLAPS. AT MIDSPAN, W/ 1/4. -20 = L• BOLTS AND DIE CAST ALUM WASH¢RED WIN¢6)TS. SEE M71. SEPARATION 1411314 GLASS SCHEDULE. PAGE L OF 6. FOR REDUTLO SEPARATIONS. 3. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQU5IE. PANELS MAY ALSO BE MOUNTED WITH - E - OR - F - TRACK. STUDDED ANGLE OR DIRECT MOUNT HORIZONTALLY 9. THE PERMIT HOLDER SHALL VERIFY YM_ ADEQUACY OF THE EXISTING STRUCTURE TO SUSTAIN THE NEW SUPERIMPOSED LOADS AND TO VERIFY ALL DIMENSIONS AT THE JOB SITE BEFORE COMMENCING WITH THE WORK. 10. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. EMBEDMENT LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER FINISHES 11. AT LEAST OX 1E WARNIN10 NOTE PER OPZNNQ SMALL BE PLACED 'N A CONSPICUOUS LOCATION ON ANY OF THE COMPONENTS OF STORM PANELS SYSTEM ADVIS0<O THE HOME OWNER 091 TENANT THAT - STORM PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS STEEL TUBE 3. BOLTS ARE PROPERLY INSTALLED WHEN NEEDED o � 265' STEEL BAR SCALE HALF SIZE 2 063 - F. _ _ 23..6 - 9h" HEADER SCALE 1 /L = Y 1" 1/6" MAX - w. 0 0: t Q YI: Z , O a� y1 WI IT Z. 0 < ' J a_. v O: H. w1 > kUI EXISTING STRUCTURE 0 0 P :50 0 WALL MOUNT WIDTH UNLIMITED - EXISTING STRUCTJRE © TRAP MOUNT SCALE. - • TYP SECTIONS lea- - IPERP TO PANEL SPAN) TYPICAL VERTICAL MOUNT ELEVATION FOR ALL INSTALLATIONS SEE TABLE 2. PAGE L OF 6. FOR REQUIRED MIN PANEL SEPARATION FROM GLASS ITh OPTIONAL 23C" 062 - 19YA) -R 250 063" "U" HEADER SCALE 1 /a. = 0' -1 - TOP MOUNT 2 ,3 ca 6 '7 la. PLAN VIEW 11 OPTIONAL STEEL - BAR ON OUTSIDE OF PANELS - SEE NOTE 7 - BG TTOM MOUNT .La 6 i 1 1a - tO OPTIONAL EXISTING STRUCTURE TYPICAL CLOSURE DETAILS V OPTIONAL - - 0 0 F I /1.-20 MACHINE SCREW STUD $ 00" MAX STUDDED ANGLE SCALE 1 •- _ -- S OC MAX ANGLE SCALE 1/ = 0' 125 VC 1/2 MIN OVERLAP ALUM ANGLE CLOSURE PIECE . c '25" MIN. TO (PLAN) 'W U"+L:MITEO (OCRP 10 PANE. SPAN; SECTION K DIRECT MOUNT ELEVATION FOR ALL INSTALLATIONS SEE TABLE Z. PAGE 4. OF 6 FOR REQUIRED MIN. PANEL SEPARATION FROM GLASS SEE ANCHOR SCHEDULE =OR - ACCEP ABLE ANCHOR 2" 0 C O TRAP MOUNT O FACE MOUNT 6063 - '-' PIC AL 6061 -T6 =OP DETAIL - 1_1/ - I-1! - 9 0 VIEW - 11 OPTIONAL SEE NOTE 7 OPTIONAL STEEL BAR ON OUTSIDE OF PANELS SEE NOTE 7 EXISTING STRUCTURE 111 OPTIONAL 393 - "R o v4. -20 MACHINE - 0 scRew s-�ID 2 70 - S STUDDED ANGLE SCALE 3 OC" IMAX ) ANGLE SCALE 1/4. = .�.- .. SEE STORM PANEL SPAN SCHEDULE FOP M.AX. PANEL SPANS IVERTICAL OR HORIZONTAL) 11 OPTIONAL STEEL BAR ON OUTSIDE OF PANELS SEE NOTE 7- PLAN r VIEW I I. • HORIZONTAL MOUNT ELEVATION FOR ALL INSTALLATIONS SEE TABLE 2. PAGE . OF 6. FOR REQUIRED MIN PANEL SEPARATION FROM GLASS OUTSIDE INSIDE 2" 0 C. "YP 0 SIDE MOUNT La" 6. 7 7a OR DIRECT MOUNT' (TYP)- TYPICAL BAR ATTACHMEWIC USE ONL WHEN IMPROVED DEFLECT:ON PEDLARS:7) APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT 1G 0 BY PRODUCT COI ROL DIV!S:ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. - l 1 - (D - C • ' '4. TEO Qologn or vac N w ID 0 en X Q U- 96 -67 � 47 V1.It 8 SAk1A •' NEER' . =L LI e .PE aa .83 .. - .. Dro.>n by 90 . H C10C400 Dye V JO Dr Dv* 1119 MO. OK/09 1 = S MADDEN MANUFACTURING CO. IPERP. TO PANEL SPAN) GENERAL RE viSiON FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION °TyT=Ep SEE MIN. SEPARATION FROM GLASS SCHEO. GLASS ON DOOR 0 - 0' EXISTING CONCRETE. HOLLOW BLOCK. OR WOOD / FRAPUNG (SEE ANCHOR G • SCHEDULE BASED ON TYPE,'" OF STRUCTURE) O (TYP, TOP & BOTTOM) — EMBED. ITYP.) F--- -s E: EMBED. ITYP.) r' al 0 1 W EXISTING CONCRETE. / 01 • HOLLOW BLOCK. 02 WI , FRAM611G (SEE ANCHOR / SCHEDULE BASED ON TYPE OF STRUCTURE) SCALE : 3" n 1'_0•• - e XISTIN C.1NKR -E, KoLL0�1 BLJDC), OR WuoO oa PCAD"'L etO ( A 1CP4 SCHEDULE BASED`04 7` D? STRUCTURE) FASTENER. SEE ANCHOR SCHEMA... REF !RE KCE C0 /EC ©CONT. ©CONT. EXISTING C HOLLOW BLOCK. OR WOOD FRAMING (SEE ANCHOR FASTENER. SEE ANCHOR SCHEDULE BASED ON TYPE SCHEDULE. REFERENCE OF STRUCTURE) CONNECTION 'TYPE 1• ---- ANGLE TO WALL DETAIL E WALL MOUNT SECTION SCALE 3" — FASTENER. SEE ANCHOR j SCHEDULE. REFERENCE CONNECTION TYFE 4° 1/4 -20 MACHINE BOLT & WINGNUT ( 12" O.C. FOR PANEL LENGTHS LESS THAN OR EQUAL TO 104" AND gt4 6" C.C. FOR PANEL LENGTHS GREATER "HAN 104". SIDE CLOSURE REO'D. ISEE PLAN VIEW) UOLD OUT MOUNT SECTION O O 1.'L' MAX - 1/4 -20 MACHINE BOLT & WINGNUT 0 , O.C. FOR PANEL LENGTHS LESS THAN 02 EQUAL TO 104" AND g . 6 D.C. FOR PANEL LENGTHS GREATER THAN 104 ". PANEL TO ANGLE DETAIL - 016 TEX SCREWS OR 1/4 -20 BOLT AND NUT p 12" O.C. , i- STAGGERED ITYP. TDP MIN. AND BOTTOM) 1/4" MAX. 4 r a O 'A 2 J J 4 Z ,y a 1 E IX C o Q • w = F W w GLASS OR DOOR SEE MIN SEPARATION FROM GLASS SCHED. FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 1• — EMBED I - "YPI W000 FRAMING — GLASS OR DOOR FASTENER. SEE ANCHOR SCHEDULE BASED ON TYPE CONNECTION -TYFO S" -- SEE MIN. SEPARA TION 4OH 0LAS3 S WOOD CEILING/ INSIDE O MOUNT SECTION F SCALE 3" = 1' -0' - FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION TYPE 2° —0 - ©CONT EMBED. (T — WOOD F RAMING ANGLE TO WALL DETAIL EDGE 01ST 0 0 I O WALL MOUNT SECTION SCALE 3" 0 1'_0" 1,L" MAX PANEL TO ANGLE DETAIL 0 0 IAA Q a - a J J W a. CC Q Q r E 0 O N - 1/4 -20 MACHINE BOLT a WINGNUT p 12" O.C. FOR PANEL LENGTHS LESS THAN OR EQUAL TO 104" AND C3 6 0.0. FOR PANEL LENGTHS GREATER THAN 106" EMBED ITYP ) t`SJ CONT. — GLASS OR DOOR 1/4 -20 MACHINE BOLT a WINGNUT p FOR PANEL LENGTHS _ESS THAN OR EQUAL TO 104' AND $J o" O.C. FOR PANEL LENGTHS GREATER THAN 104" FASTENER. SEE ANCHOR SCHEDULE BASED ON TYPE CONNECTION 'TYPE GLASS OR DOOR 0 SCALE 3" a 1• - 0" — FASTENER. SEE ANCHOR SCHEDULE BASED ON TYPE CON N2CT ION 'TYFE B' CEILING/INSIDE O MOUNT SECTION SCALE : 3" = r -0" SEE MIN. ? ANEL SEPARATION FROM GLASS SCHED. - t4 "c 0.055" OR 2" c 6` g 0 055" ALUM. TUBE OR 2" x 4" OR 2" >< o" P T WOOD BLOCKING DOGE DIST r 1 EDGE DIS T. r 111 11!. EMBED WALL MOUNT SECTION (BO1TOM) SEE MIN. SEPARATION PROM GLASS SCHED. 0 0 — EXISTING CONCRETE. HOLLOW BLOCK. OR WOOD PRAMDCO (SEE ANCHOR SCHEDULE DASGD ON TY PE OP STRUCTURE) 1/6' MAX. J O Y L v r w O Z 5 a a — w N . J J : W m Z a.. a 4 X 4 0: S o CaC VI S EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) — TWO -1/4 "6 S.S. LAG SCREW (� 24" O.C. MAX. W/ 1 -3 /L" PENETRATION IN CENTER OF STUDS — FOR WOOD BLOCKING USE 1/4 S.S. LAG SCREW •.4/ 1 -1/2" PENETRATION INTO WOOD BLOCKING p 12 0.C. POR ALUM. TUBES USE 1/4"0 S.S. LAG SCREW W/ 1 -1/2" PENETRATION INTO CENTER OF STUDS LOCATED (p3 CU' 0 C. MAX. Z. ONE I /4 THRU BOLT W/ ACCESS HOLE MIDWAY BETWEEN STUDS. — ®CON ICJ m Q Iw APPROVED AS COMPLYING WITH .gHE -, SOUTH FLORIDA BUILDING CODE -A, DAT' 1 , "� BY PRODUCT U I; T ROL DIV.S Jw — • THIS DETAIL MAY BE USED BUILDING CODE COMPLIANCE OFFICE(`'' AT TOP OR BOTTOM OF PANELS. ACCEPTANCE NO. Cj 6 \ 1 \0 .06 NOTE. USE OF THIS DETAIL IS LIMITED TO a '72 PSF i • ' U : UJ W z W Zijj INQ Z12. ict J2 ktO Ic9F' Ow 2 U r . r` N U N 3 CV ti Z m tZ v QQ CL 2 0 a. . Z 4 ' ' . 0, o 0 C' 'a' N w,= 0 " a a r 0.a Z < Z W 8 o u > =L L1 PE S drown by AS NOTED M• ;Oen by moth',' oy y � V JR craving no. 96-87 ',floor 2 of S 1/4 -20 S.S BOLTS W/ wINOKUTS MIDSPAN OR 31 O.C. MAX. (TYP) EXISTING CONCRETE. HOLLOW BLOCK, OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) r a 2 2" x 2" x 2 S - 0 ANGLE MAY VARY 2 "■r. 0.125" CONT - TO 4" x 4" x 0.125" 6063-T6 ALUMINUM ALLOY OR le GAGE GALV. STEEL ANGLE HEADER MOUNT DETAIL SCALE 3 a 1' -0 x 0.005 6063 -T6 ALUM. TUBE - F. N • }. N ETO I, FASTENER, SEE ANCHOR SCHEDULE REFERENCE CONNECTION 'TYPI 1• - SCALE 3" o r x 2" 2" x 2 2" x 6" 2"x5 •• -1/4'0 MACHINE BOLT 6 O.C. • • •• •• • • • • • • • • • A • • 2" a 2" a 093" STUDDED ANGLE • • • • •• • • • • • • • • • FASTENER. SEE ANCHOR SCHEDULE REFERENCE CONNECTION "TYPE 2" • • • • • •• •• • • • • • ••• • • • • • • • • • • • ®® •• • • I 0.055 6063 -T6 ALUM. TUBE THIS DETAIL HAY BE USED AT TOP OR BOTTOM 07 PANEL. 2 x 2" ALUM. - MBE BUILD-OJT ••• • • 0 •A• • I •• • • I • • • • O e • •• • •• ••O AS • • • • •• • ••_ • • • • • • • • ••• •• PUNCH HOES IN ADJACENT PANELS TO RECEIVE THIS BOLT PLACE PANEL OVER EACH ADJACENT PANEL AND PASYEN WINGNUTS FROM THE INSIDE STORM PANEL INTERIOR EMBED. ® 2" a 2" x .093" STUDDED ANGLE 1/6 -20 MACHINE BOLT 13 WINGNUT (p, 12' O.C. RR l 6" 0.0 FOR PANEL LZDGTIS GREATER TRAP) 106'. (TYP TOP S BOTTOM) .5 - i �_ fr 1 -1/2 MIN. s 1/4 -20 STUD S WINGNUT, PANEL PANEL TO ANGLE CONNECTION ()Ja 12" O.C. - -3 /0"o HOLE FOR PASTENp. PANEL 1/2" 6" t /2 0 CONT. 66 - - - - • - 1/4 - -20 i - UD SCALE 3" . 1' - 2" MIN. 12" 2" x 4" x 1/B 2" x 5" 6063 -TB ANGLE FASTENER. SEE ANCHOR SCHEDULE REFERENCE CONNECTION 'TYPE 3' - EMBI EXISTING CONCRETE, HOLLOW BLOCK, OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) AC Sr A - " ALUM. STUD ANGLE ALT. CORNER DETAIL ® FASTENING (ISOMETRIC) SCALE : 3" • 1' -0. SCALE 3" a 1' -0" INTERIOR FASTENING INTERIOR FASTENING ANGLE ASSEMBLY ANGLE ASSEMBLY SCALE: 1 -1/2" 0 1' -0" SCALE. N.T.S. - EXISTING CONCRETE, • HOLLOW BLOCK. OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) ALT. TRAP MOUNT DETAIL 1/4 x 3/4 TEK SCREWS OR 1/L -20 BOLT AND NUT p 12 O.C. STAGGERED (TYP TOP AND BOTTOM) 1/4 POWERS CALK -IN p 4" O.C. W/ 7 /B" MIN. EMNED. IN CONC. OR HOLLOW BLOCK SCALE . 3" . 1' -0" 2 -1/2" 1/2 o- el I 5I 1/4 NOTE: THIS DCTAIL MAY BE USED AT TOP OR BOTTOM OP PANEL. STORM PANEL BUILD -OUT 0 3 .1/4 ALUM. ANGLE - 1/4 -20 STUD WI NUT ® 6" O.C. - POUR 1/4 POWERS CALK -IN ANCHORS W/ 7/0 MIN. EMBED. IN CONC. p 4- O.C. 2 - a 3" x 1/C" ALUMINUM ANGLE Z a - a w J _ O Z I- < CL CC D LJ 0 0 r *v w i DJ V w w --a - NON - STRUCTU T A B L E 2 STUD ANGLE POSITIVE DESIGN LOAD(W) (PSF) 30.0 NOTFS: - 1/4 -20 MACHINE BOLT b WINGNUT p 12" O.C. OR c9 6" O.0 FOR PANEL LENGTHS GREATER THAN 104 - ITYP TOP b BOTTOM) 2 - x2 "x.093" MIN. STORM PANEL SEPARATION FROM GLASS SCHEDULE ACTUAL SHUTTER SPAN (F r - IN) 4 - 0 5 - 0 7 - 0 A A 4 _ 0 MINIMUM SEPARATION FOR 'NSTALLATIONS 30' OR LESS ABOVE GRADE (INCHES) BAR 2 -1/4 2 -1/4. 2 - 1/4 2 - 1/4 1 1 2 -1/ DAT BY NO BAR 2-3/4. 2 -3/4 2 -3/4 2 - 3/4 2 3/4 40 0 12 - 0 2 -1/4 2 - 1/4 2 -3 /L 2 -3/4 3 - 0 4 - 0 5 - 0 7 - 0 8 - 8 10 - 3 - 0 3 -1/4 3 -1/4 2-1/4. 2 -1/4 2 -1/4 2 -3/4 2 -3/4 2-1/4. 3 -1/4 2 -3/4 3 -1/!. 1 -1/2 1 -1/4 2 -3/8 1 -1/8 1 -1/8 1 -1/8 2_3 1. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. SEPARATION FROM GLASS. MINIMUM SEPARATION FOR INSTALLATIONS GREATER THAN 30• ABOVE GRADE (INCHES) NO BAR 1 -1/8 1 -1/8 1 -1/2 1 -1 /L , C/A 50.0 60.0 5 - 0 7 - 0 8 - 8 3 - 0 8 - 9 3 - 0 4 - 0 5 - 0 7 - 0 8 - 8 2-1/4. 2 -1/4 2 -1/4 3 - 1/4 2 -1/4 2 -1/4. 2-1/4. 2 -1/4 2 -1/4 3 - 1/4 4 - 0 2 - 1/4 70 5 - 0 2 - 1 /L 6 - 0 2 - 1/4 7 - 0 2 -1/4. 7 - 10 2 -1 /L 2 - 3/4 2 -3/4 2 -3/4 3 -1/4. 2 -3/4 2 -3/4 2 -3/4 2 -3/ 2 -3/4 3 -1/4. 2 -3/4 2 -3/4 2 -3/4 2 -3/4 2 -3/4 2 -3/4 1 -1/4 1 -3/8 1 -3/4 2 1 -1/8 1 -1/8 1 -1/8 1 -3/8 1 - 7/8 1 - 7/8 1 - 1 -"/8 1 - 4 1-1/4. 1 -3/8 1 -3/ APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE S N • ` `, a PRODUCT CON I D(VIS:ON BUILDING CODE COMPLIANCE OFFICE 4CCEPLU(CE N0. 1 o O� i ( I CO Q DB m o 4,1 .d 0 Z ws A' T 0` 41 • r • I W a r r C1 O . 4 a' J U O N 10 a ; w . 5 W N N J r a l9 , N ... Z � O ' M u CL 0 LA O ® > 4 W J N , a .- O W F Y w x a . > N a 0. a - P 44 P c m ®I • a r 2 D) o 0 O m 'E E ;0. .4 a 0 ' - - ( L" O J" ,O W:. U C ,111Z nn Z LS Cr ICC� �< ` O ® W 2 C/) U r. n CJ -UN U N Zr - 0 '08 O CL switisinifforstionn - • h o • _ - X a o 0 C O a:5 g o C N 2 > B -a cc a A > C L r • PROFESSION =L Pc H E NCJKE ER L, se No 0993' �= 0.'199 Drown Dy NOTED •1 doo Dy checked Op vJA v;x craven® no. 96 oMoor 4 Of 6 06/22/96 _ � � FASTENER CARL kl t.PAL`INIG �a g � q A' DESIGN LOADS AND SPANS (IA1 > S3 itEgU1RED POR VARIOUS DUSTING STRUCTURE ANCHOR TYPE LOAD (W) PSF MAX. (� NOTE 1) •.• 4 I? 1rgE•D16TAPiCt : MIN. 3° EDGE DISTANCE SPANS UP TO 5' - 6" (SEE NOTE d)• j SPANS UP TO 7' - 6" : ( EilO. )••° , � SPANS UP TO 12' - 0 ". (SSE NOTE 1) c UP TO 6" (SEE NOTE 1) SPANS UP T - 6' (SEE NOTE 1) SPANS UP TO 12' - 0 (SEE NOTE 1) CONNECTION ? 1 2 TYPE 3 • •• I c . i 5 • C4NNSCW/ON. . 1 : 'T•1•P I 2 3 .2 :. I 4 - .• I r J Cb41NECTION •• i I L TYPE I 3 4 • _ 5 CONNECTION 1 ` TYPE 3 I 7 CONNECT 1 TYPE I 2+ 3 ON 4 5 CONNECTION 1 I 2 TYPE I I y 3 I t 17 CONCRETE - _ I 48.0 12 12 12 12 12 12 12 12 12 11 8 9 12 7 12'12 12 12 12 N 12 12 12 12 9 12 I 8 a 62.0 12 12 12 12 12 ' 12 11 11 12 9 12 8 9 12 7 12 12 12 12 12 '2 12 12 12 10 12 9 12 12 8 L111nI11111N111N1111111111 s- - 1/4 "m ITW TAPCON W/ 1 - 3/4" MIN. EMBEDMENT (trot 3,000 P.S.L CONCRETE ) 72.0 12 12 12 12 10 12 8 9 12 7 12 8 9 12 7 12 12 12 12 12 '2 9 12 12 8 12 9 12 12 8 92.0 200.0 ■ `M I N I 9 10 12 8 12 8 9 12 7 8 9 12 7 12 10 12 12 9 12 9 12 12 9 12 12 8 12 8 9 12 7 12 B 9 12 7 12 8 12 9 12. 12 6 12 9 12 12 8 ' 1 "�' 1 /4"o ELCO MALE/ EI1ALE "PANELMATE W/ 1 - 1/4 MIN. EMBEDMENT 2.1/4 SIDEWALK BOLT (kw 3,00• P.S.L CONCRETE) 48.0 12 12 8 12 5 11 4 5 11 3 12 12 12 12 8 12 12 10 12 6 (12 4 6 12 13 � 62.0 12 12 9 12 6 12 5 6 12 4 11 4 5 11 3 12 12 10 12 6 12 S 8 12 4 12 4 6 12 3 72.0 12 8 8 12 , 5 11 4 5 11 3 11 4 5 11 3 12 9 9 12 5 12 4 6 12 4 12 1. 12 3 92.0 12 4 6 12 4 11 4 S 11 3 11 4 5 11 3 12 4 7 12 4 12 4 6 12 3 12 4 lam' 12 3 200.0 11 4 ' � l 11 3 11 4 5 11 3 11 4 5 11 3 12 4 6 12 3 12 4 6 12 3 12 4 6 12 3 * _ ^� - 1/4"0 POWERS CALK -IN w/ 7/8" EMBEDMENT 8. 1/4 - 20 STAINLESS STEEL MACHINE SCREW (trot. 3,000 P.S.L CONCRETE) 4.8 .0 12 12 12 12 12 12 12 12 12 12 12 8 8 12 7 12 12 12 12 12 12112 12 12 12 12 10 12 12 9 62 0 12 12 12 12 12 12 11 9 12 9 12 8 8 12 7 12 12 12 12 12 12 12 11 12 10 12 12 9 72.0 12 12 11 12 11 • 8 12 8 N 8 8 12 7 12 12 12 12 12 10 12 12 10 12 10 12 12 9 92.0 12 9 9 12 8 12 8 8 12 7 : 12 8 8 12 7 12 12 12 12 10 1 2 10 12 12 9 12 10 12 12 9 200.0 12 8 8 12 7 12 8 8 12 7 12 8 8 12 7 12 10 12 12 9 12 10 12 12 9 12 10 12 12 9 48 0 12 12 12 12 8 12 12 10 12 5 11 4 6 11 3 12 12 12 12 9 12 12 12 12 6 12 4 8 12 4 6 2.0 12 12 10 12 6 12 5 7 12 4 !, 11 4 6 11 3 12 12 12 12 7 12 6 9 12 ■ 7 n 12 4 8 12 4 1/4"0 POWERS ZAMAC NAIL - IN w/ 1 M MIN. EMBEDENT (MN. 3,000 P.S.L CONCF 72.0 12 ; - 12 5 12 4 6 12 3 11 4 6 11 3 12 10 11 12 6 12 4 8 12 4 12 4 8 12 4 92.0 12 4 7 12 4 11 4 6 11 3 11 4 6 11 3 12 5 8 12 4 12 4 8 12 1 =! I ,t 12 4 4 6 11 3 11 4 6 11 11 4 6 11 3 4 8 12 4 12 4 8 12 4 12 4 . 12 4 * y 1 /4"® DYNABOLT (m0E. , 48.0 12 12 12 12 11 12 12 10 12 8 12 5 7 12 5 12 12 12 12 12 12 12 12 12 10 12 7 11 12 6 t-1 4.,:,:019_ 62 0 12 12 11 121 8 12 8 8 12 6 12 5 7 5 12 12 12 12 11 12 10 12 12 8 12 7 11 12 6 _ ITW RED HEAD SLEEVE ANCHOR w /1 - 1 /8" MIN. EMBED. 3.o00 P.S.L COStcRETE) 72 12 12 9 12 7 12 6 7 12 5 12 5 7 5 12 12 12 12 9 n � �l 7 11 7 12 7 11 12 6 92.0 12 !, 7 12 6 12 �n I 7 12 5 , 12 S 7 12 5 12 8 12 12 7 12 7 11 12 7 11 12 6 200 0 12 in r r C rn 12 5 7 5 12 7 11 12 %D - ., - 2 5 "2 7 11 12 6 1 48 0 12 12 12 12 7 12 10 9 12 5 10 3 6 10 3 12 12 12 12 7 12 10 9 12 in 10 3 6 10 3 111111111p1WW11 - QUICK Mot 1/4 "0 ASHLEY -SET SCREW WITH 1 - 1/4" MIN. EMBEDMENT 3,000 P.S.L CO►fC1�ETE) 62.0 12 12 10 12 5 12 5 7 12 4 10 3 6 10 3 12 12 10 12 5 12 5 7 12 .t 1 ',() 3 6 10 3 72.0 12 7 8 12 4 10 3 6 10 3 10 3 1 10 3 12 7 8 12 4 1 0 3 10 3 10 3 I 10 3 92.0 11 4 6 11 3 10 3 , 0 10 3 10 3 6 10 3 11 4 6 11 3 10 3 6 10 3 10 3 6 10 3 200.0 10 3 6 10 3 10 3 6 10 3 10 3 6 10 3 10 3 6 10 3 10 3 6 10 3 10 3 6 10 3 DROP SIDEWALK (FA4. R. 48.0 12 12 12 12 12 12 12 12 12 12 12 10 9 10 12 12 12 12 12 12 12 12 12 12 12 12 12 12 ' 1 /4 POWERS - IN P. 1/4 - 20 BOLT (3/4 - m HEAD) w/ 1 - 1/4•' MIN. EMBEDMENT 3,0oo P.S.L CONCRETE) = 62.0 12 12 12 12 12 12 12 10 12 11 12 10 9 10 12 12 12 12 12 12 12 12 12 12 12 12 72.0 12 12 12 12 12 12 11 9 12 10 12 10 9 12 10 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 92.0 12 12 9 12 10 12 10 9 12 10 12 10 9 12 10 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 200.0 12 10 9 12 10 r 12 10 9 12 10 12 10 9 12 10 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 •• •• • • • • • s • • • • • • ••• • • • • ••• • • • • • - •• •• • • • • • • • ••• • • • • ••• APPROVED AS COMPLYING W'TH THE SOUTH FLORIDA BUILDING CODE DAT BY 19 0 PRODUCT COP ROL DIVi5'ON BUILDING CODE CCMPLIA'•.CE OFF ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS ANCHOR TYPE LOAD (W) PSF MAX (SEE NOTE 1) 4 8 . 0 1 2 1 2 V SPANS UP TO (SEE NOTE 1) CONNECTION TYPE 12 MIN. 3/4" EDGE DISTANCE SPANS UP TO 7' - 6- (SEE NOTE 1) CONNECTION TYPE 1 2 3 4 5 1 2 3 SPANS UP TO 12' -0" (SEE NOTE 1) CONNECTION TYPE 1111191111111111 '3 1/4 - 0 WOOD LAG WI 1 -3/4" MIN. THREAD PENETRATION SHEAR PARALLEL OR PERPENDICULAR TO W000 GRAIN 62.0 8 12 ; '1 12 6 12 1 9 12 12 12 72.0 92.0 200.0 12 12 12 12 11 12 12 9 12 12 9 6 8 S 12 12 12 12 12 12 12 10 12 8 12 7 12 12 11 5 5 12 7 12 1 7 12 12 121 7 1 2 8 8 5 5 8 8 B 5 5 5 12 12 8 8 8 12 12 12 7 7 7 7 415 1 2 3 4 5 7 8 12 12Y 12 5 11 4 Ili 3 O O 0 7/16" O.D. BRASS BUSHING W/ 7/8" MIN. PENETRATION 8. 1/4 -20 MACHINE SCREW it * egramem- 1/4"•9 ELCO MALE/ FEMALE . "PANELMATE" W/ 1 -7/8" MIN. PENETRATION 8, 1/4 - 20 SIDEWALK BOLT 62.0 72.0 12 92.0 200.0 48.0 52.0 72.0 92.0 12 12 12 8 ' 11 4 12 • r 12 12 12 b 12 12 5 4 11 3 12 12 12 11 4 4 12 5 11 4 12 12 12 12 12 9 17 4 12 11 11 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 10 10 12 9 200.0 12 9 9 12 8 12 9 12 9 11 12 1 10 10 '_' 3 9 12 3 9 3 3 11 11 4 4 11 4 12 9 12 9 9 9 9 9 11 11 3 3 11 3 11 3 12 8 12 8 12 8 12 9 12 9 12 3 12 1 8 12 9 9 12 8 ANCHOR NOTES: 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM PANEL SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1, SHEET 6. 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. EXISTING STRUCTURE MAY BE CONCRETE, HOLLOW BLOCK OR WCOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4 ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDA TIONS. 5 MINIMUM EMBEDMENT AND EDGE OiSTANCE EXCLUDES WALL FINISH CR STUCCO 6 WHERE EXISTING STRUCTURE IS WOOD FRAMING, WOOD = RAMING CONDITIONS VARY FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD 7 WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER Si -+ALL BE LOCATED 'N CENTER CF NCMINAL 2" < 4" 'MIN 'r/OOD STUD. 3/4'" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING WOOD STUD SHALL BE "SOUTHERN PINE" G =0 55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD 8. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN. BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD. TRUSS HEAD. OR WAFER HEAD (SIDEWALK BOLT), U.O N. 9 1-7 DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES *10 DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCR W. - NUT OR WASHERED WINGNUT. REMOVABLE ANCHORS ARE REQUIRED FOR DIR CT MOUNT (a 6" O.0 OR 12" O.C. MAX. SPACING ONLY. SPACINGS SHALL NOT EXCEED VALUE SPECIFIED IN ANCHOR SCHEDULE. LOCATE FASTENER IN NARROW PORTION OF KEYHOLE SLOT OR KEYHOLE WASHER. 11. 4 -20 TRUSS HEAD BOLTS MAY BE USED IN LIEU CF 1/4 - 20 SIDEWALK BOLT IF - 10 KEYHOLE WASHERS ARE USED. J 10. o ° Z m a M 0 . W n 'O Ia CC O � U , O LL !Os W , N: N Q r1 a O P a 0 co �. 0 Q W , 5 J _ 1 W 0 N ° ; w X , �P. a IP W > 3 u „ _ V c 06/2 ^ cram by TCO rat ;o..,gn o1 <nack.o op vM voc dr...Ing no. 96 -88 IC CO U N. r` N T 'C1 . U [V y � 03 .-. co Z1 a. O 0- cnoor 5 of 6 MADDEN MANUFACTURING CO. MIAMI (305) 863-9571 FT. 641 MOKENA • • ` • • Anal- ill./1"1 SCHEDULE FASTENER h1AXIMUMISPA(:ING:61N Fi S�REQ IFICTj FOR VAS DESIGN LOADS AND SPANS EXISTING STRUCTURE MN. 2 EDGE DSSTANCE RAN. 3® EDGE DISTANCE OA SPANS4P o®• 5' - 6 e PSF 1 (SEE NO�'E 7 1 MAX .y SeA ot1P TO o S o P*NS UP TO • • •6" • • :;• • 12 " - 0 (v: rt1O1E 1) : +,: (SEE NOTE 1) SPANS UP TO SPANS UP TO 5 - 6.. 7' - 6.. (SEE MOTE 1) (SEE NOTE 1) SPANS UP TO a 12. - 0 (SEE NOTE 1) ANCHOR TYPE (SE CONNECTION N37TE , 1) 1 TYPE 2 3 ea t 0 S CONNECTION 0 e 1 i:2 • ;2o • $e TYPE • i 2 r •• CONNECTION TYPE •• j • • 5 °• 2 3 121.46 81111 4 4 7 5 CONNECTION 1 12 2 12 TYPE 3 11 . 12 CONNECTION 5. t 6 12 2 9 TYPE 3 4 5 CONNECTION 1 2 TYPE 3 4 5 6 - 10 48.0 12 12 9 33 N H 8 12 4 8 3 5 8 1 HOLLOW CONCRETE BLOCK 62.0 12 10 7 12 4 9 3 5 9 7 m a 3 - S 12 11 9 12 4 10 L 10 co O 3 5 8 2 - 9 7 i /4 "® 11 W TAPCON WI 1 - 1/4" MIN. EMBEDMENT 720'11 C) N r• ii 3 9L 4 8 ' 7' l 7' 12 6 7 12 4 9 3 5 5 8 � . 3 5 8 - 92.0 8 3 S 8' - 7- 4 7 ;. 7' 4 7 , 9 3 6 9 _ a 3 8 3 5 8 8 • 200.0 7 r • 7 ; .' 7 4 7, ' 7„ 4 3 5 8 8 3 5 8 3 5 * 48.0 112 12 12 12 7 12 12 8 12 S 11 4 5 11 3 12 12 12 12 8 12 12 10 12 6 12 4 6 12 3 * "m 52.0 12 12 9 12 6 12 5 6 12 4 11 4 5 11 3 12 12 10 12 6 12 5 8 12 12 N 4 6 12 3 1/4 ELCO MALE/ EMALE "PANELMATE" WI 1 - 1/4 MIN. EMBEDMENT a 1/4 -20 SIDEWALK BOLT 72.0 12 8 8 12 5 11 H 5 11 3 11 4 S 11 3 12 9 9 12 1 Ln N 12 4 6 12 12 N N 4 6 12 3 92.0 12 4 6 12 4 11 4 5 11 3 11 4 5 11 3, 12 4 7 12 4 12 4 6 12 3 1 12 4 1 6 j 12 3 i 200.0111 4 5 11 3 11 4 5 11 3 11 4 5 11 3 12 4 6 12 3 12 4 6 12 3 4 5 0 - I El 12 3 _• * - 1/4 "0 POWERS CALK - IN W/ 7/8" EMBEDMENT E. 1/4 - 20 STAINLESS STEEL MACHINE SCREW .8 12 12 10 12 6 12 10 7 12 S 10 3 4 10 3 12 12 12 12 8 12 12 11 12 12 4 7 12 4 62.0 12 12 8 12 5 12 5 5 12 3 10 3 4 10 3 12 12 12 12 6 12 6 9 12 4 12 4 7 12 4 72.0 12 7 6 12 4 10 3 5 10 3 10 3 4 10 3 12 9 10 12 5 12 4 7 12 4 12 4 7 12 4 92.0 11 4 in 11 3 10 3 4 10 3 10 3 4 10 3 12 5 8 12 4 12 4 7 12 4 12 4 7 12 4 200.0 10 3 4 10 3 10 3 4 10 3 10 3 4 10 3 12 4 7 12 4 12 N 7 12 4 12 4 7 12 4 48.0 12 12 10 12 5 11 7 11 3 7 / 4 7 12 12 12 12 5 12 8 9 12 4 8 • . 8 GD Ln 62.0 12 9 7 12 4 9 3 5 9 7 :. - 4 7 12 11 9 12 4 10 4 7 10 3 5 8 - 1/4"0 POWERS ZAMAC NAIL -IN W/ 1 -1 /8" MIN. EMBEDMENT 72.0 10 5 6 10 3 7 4 7 7, .. 4 7 11 6 8 11 3 8 3 6 8: 5 8 92.0 8 3 5 8. 7 3 6 9 3 5 8 �© 8 200.0 7 4 7 7 /; 4 7 ': - 7 4 7 8 5 8 8' 5 8 5 8 48.0 62.0 12 10 12 8 8 6 12 4 10 3 9 6 7 43 m o r- 6 4 9 7 3 r 6 6: 3 3 6 12 6• 12 12 10 12 9 12 5 12 4 12 8 9 3 8 6 12 9 4 rn 1 • mro 5 5 8 8 ' j ! 1��; 1/4"05 ITW RED HEAD DYNABOLT SLEEVE ANCHOR W/1 - 1/8" MIN. EMBED. 72.0 9 4 5 9 / 6 4 6 >' 6 i 3 6. 11 6 8 11 3 8 5 8- 5 8 92.0 7 4 -, 7 ' _ 6 '.. 3 6 6; 3 6 8 3 6 8: 8 5 8 a 5 8 200.01 6 ''• 3 6, . 6 '' 3 6, 6 / 3 6 r 8 5 8 "• 8- 5 5 8 -Ai 48.0 12 7 12 10 9 12 5 10 3 6 10 3 12 r 12 12 1 2 7 , 12 10 9 12 5 3 r 6 - 10 J 62.0 12 12 10 12 5 12 S 7 12 4 10 3 6 10 3 12 1 2 10 12 5 12 5 7 12 4 3 6 10 1/4"t. ASHLEY QUICK - SET SCREW WITH 1 - 1/4" MIN. EMBEDMENT 72 0 12 ; 7 8 12 4 10 3 6 10 3 10 3 6 10 3 12 7 8 12 4 10 3 6 10 3 10 3 D 10 92 11 4 6 11 3 10 3 6 10 3 10 3 6 10 3 11 4 6 11 3 10 3 6 10 3 10 3 5 10 200.0 10 3 6 10 3 10 3 6 10 3 10 3 5 10 3 10 3 6 10 3 10 3 6 t 10 3 '10 3 6 10 ANCHOR NOTES: 1. SEE SHEET 5 OF 6 FOR COMPLETE ANCHOR NOTES. • • ••• • • • •• NOTES 1 ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAX. PANEL SPAN. POSITIVE LOADS LESS THAN OR EQUAL TO THE NEGATIVE LOAD ARE ACCEPTABLE. 2. FOR DESIGN LOADS BETWEEN TABULATED VALUES. USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT � -2. � BY MUM PRODUCT ' 'ROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. ct - I t O • o U z • 0 d ' r r Q • O o O : • co cc • z z _ r >> N o W z .O W 'LUZ Z EL. .: `J � 0 UW . ow darn oc , .0 0 0 m a m C O i t LL W N N Q r- 0 41 Z � o• CC W m N Q m z J N 4 E E 0 4 0 N W • r • 4 .0 4 • ; W N w: :Z a .P 01 a. o U. O CD -o < .0c;, 3 Z Zm z 2 0 Q a 0 z - 0;0 C V1' Vl 2 55 - W a a a ° z Z 0 0 V s z a • • [ 4 4 4 N a a a a a - v ; ' 74 o ` ' K d. K/lig • �• , ?f_PR / ENGINEER 11; - .se :44 ` ., Pt 10983 • i•' o . it -'}, . _ - . A R 1 ®1 06/22/96 Croon by S NOTED N :deargn by checked by. yJtt via drawing no. 96 -87 onear 6 of 6 COUNT COMMENT S STORM PANEL SPAN STORM PANEL SCHEDULE NEGATIVE CESiGN LOAD w FOR ALL MOUNTING CONDITIONS (PSF) L MAX. (FT -IN) 30.0 12 - 35.0 11 - 400 10 -9 45.0 10 - 1 4-8.0 9 - 9 50.0 9 - 7 550 9 -2 60.0 8 - 9 62.0 8 - 7 65.0 8 -5 70.0 7 - 10 72.0 7 - 7 75.0 7 - 3 80.0 6 - 10 90.0 6 - 1 100.0 5 - 6 110.0 5 - 0 1200 4 -7 130.0 4 - 2 140.0 3 - 11 150.0 3 - 8 160.0 3 - S 170.0 3 - 2 180.0 3 - 0 1 90 0 2 - 10 200.0 2 - 9 ANCHOR NOTES: 1. SEE SHEET 5 OF 6 FOR COMPLETE ANCHOR NOTES. • • ••• • • • •• NOTES 1 ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAX. PANEL SPAN. POSITIVE LOADS LESS THAN OR EQUAL TO THE NEGATIVE LOAD ARE ACCEPTABLE. 2. FOR DESIGN LOADS BETWEEN TABULATED VALUES. USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT � -2. � BY MUM PRODUCT ' 'ROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. ct - I t O • o U z • 0 d ' r r Q • O o O : • co cc • z z _ r >> N o W z .O W 'LUZ Z EL. .: `J � 0 UW . ow darn oc , .0 0 0 m a m C O i t LL W N N Q r- 0 41 Z � o• CC W m N Q m z J N 4 E E 0 4 0 N W • r • 4 .0 4 • ; W N w: :Z a .P 01 a. o U. O CD -o < .0c;, 3 Z Zm z 2 0 Q a 0 z - 0;0 C V1' Vl 2 55 - W a a a ° z Z 0 0 V s z a • • [ 4 4 4 N a a a a a - v ; ' 74 o ` ' K d. K/lig • �• , ?f_PR / ENGINEER 11; - .se :44 ` ., Pt 10983 • i•' o . it -'}, . _ - . A R 1 ®1 06/22/96 Croon by S NOTED N :deargn by checked by. yJtt via drawing no. 96 -87 onear 6 of 6 COUNT COMMENT S