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SHUTTERSCONTRACTOR b h 4 Fi Km. � / /J Name Fer vel 0 goebil UC Tr Name / ! Home Telephone 3 o f 73 -- 7 •7 License No. C /; C. o6 0 `/4/ / Business Telephone Address 1 We 1 4v J Z » - /d /Yl ;OA) Sir /7 33/ 4 6 Telephone 3 ©Sr i g3 Os Fax .5 � / , �� � � b Alteration Interior Qualifier Name Demolish PROPERTY OWNER / /J Name Fer vel 0 goebil UC Tr Address / Z / �/ GG 7s / S ' Di l SLo.e.n pi 33 1 3' Home Telephone 3 o f 73 -- 7 •7 O 9 Z— 9 Business Telephone Fax TYPE OF MANAGEMENT (✓ ) New Construction Enclosure Alteration Exterior Repair Alteration Interior Demolish Relocation of Structure Shell Only Foundation Only Add'I Attachment Other Add'l Detachment Other INSTRUCTIONS - The following steps must be taken to obtain a permit from the Miami Shores Village: Step 1. Step 2. Submit the completed application with all necessary documents to the Building, Planning and Zoning Department for processing. During the processing of your application, you may be asked to submit additional information. APPLICATION Job Address: Folio Number Complete the attached permit application which must be signed by the property owner and qualifier. Both signatures must be notarized. Please print or type to allow for a more accurate processing of your application. If roofing work will be done, a roofing application must be submit- ted along with this permit application. PERMIT TYPE (✓ ) Building Electrical Mechanical Plumbing LPGX Roofing Fence Other /OZ/ /l// l-et Address Apt. // - 3 2-O$ C, /) D? Lot / / d-11/ i Block 2- Subdivision / �e/tn C r-t PB / PG Current Use of Property Proposed Use of Property Tenant Information PERMIT CHANGE (✓ ) Chg. Contractor Renewal Revision Extension Supplement Reinspection ARCHITECT Name License No. Address Telephone Fax Master Permit No. Subsidiary Permit No. PERMIT APPLICATION ACPREMIIPItt /norrt, S4ate5 / 3 s /3k City State Zip escription of Work / v Xeidato;\ S Zoning Linear Feet Square Feet e?. /D Units Floors X \ Value of Work 23 1..5 — Bldg Value Tax Assessed/Appraised Value Flood Zone Base Floor Elev. ENGINEER Name License No. Address Telephone Fax Page 2 IMPORTANT NOTICES 1. DO NOT BEGIN ANY WORK WITHOUT HAVING RECEIVED YOUR VALIDATED PERMIT AND PERMIT CARD. Applying for a permit does not grant the right to begin construction. HOURS OF CONSTRUCTION are limited to: Monday through Friday from 7:30 a.m. to 6:00 p.m., and Saturday from 8:00 a.m. to 5:00 p.m. No inspections will be conducted on weekends or holidays. 2. All construction of demolition areas MUST BE MAINTAINED IN A CLEAN, NEAT AND SANITARY CONDITION free from construction debris. 3. STREETS AND NEIGHBORING PROPERTIES SHALL BE KEPT FREE FROM DIRT AND DEBRIS. 4. SWALES MUST BE PROTECTED FROM BEING DAMAGED BY EQUIPMENT OR VEHICLES, AND MAY NOT BE USED FOR STORAGE. A bond is required for work in or near the street/sidewalk. 5. CONSTRUCTION TRAILERS ARE PROHIBITED ON SINGLE FAMILY RESIDENTIAL CONSTRUCTION SITES. Other construction may have a trailer which requires a separate permit. 6. PORTABLE TOILETS for a construction site require a separate permit. 7. DO NOT DISCHARGE WATER INTO THE RIGHT OF WAY OR STORM DRAINS without approval from the Building, Planning and Zoning Department. 8. EQUIPMENT AND MATERIALS SHALL BE STORED at least 10 feet from the edge of pavement. 9. Department of Health and Rehabilitative Services (HRS) approval is required for applications involving septic tanks. Department of Environmental Resources Management (DERM) and/or Miami -Dade Water and Sewer Department (MDWASD) approval is required for applications involving sewers. AFFIDAVIT - Please read carefully. Application is hereby made to obtain a permit to do work and installation as indicated. I, the OWNER of the property, certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, POOL, EXTERIOR DOOR, MECHANICAL, WINDOW, FENCE, DRIVEWAY, ROOFING and SIGNS and there may be additional permits required from other governmental agencies. I, the OWNER of the property, have disclosed all information related to any work at the property performed in the prior twelve months to the Building Official. Further, I am fully aware that if the cumulative cost of work to my home or business under this and any other permit equals or exceeds fifty percent (50 %) of the fair market value of the structure, the entire structure must meet the present federal flood criteria for finished floor elevation. I am also fully aware that if the total cost of work to my home or business under this and any other permit exceeds fifty percent (50 %) of the replacement cost of the structure, then the entire structure must conform to the current code requirements of the Building Code. WARNING TO OWNER: Your failure to record a NOTICE OF COMMENCEMENT may result in you paying twice for improvements to your property. If you are spending more than $2,500 or intend to obtain financing, you may wish to consult with your attorney or lender before recording your Notice of Commencement. The Notice of Commencement must be recorded at: 22 N.W. 1st Street, 1" Floor, (305) 679 -1078. Once recorded, the Notice of Commencement must be POSTED AT THE JOB SITE in accordance with Section 713 -35 of Florida Statutes. Review the brochure at Village Hall on Construction Lien Law and Choosing a Contractor. STA FLORID ; , C I./W i F MIAMI -D Ture of Owner Ferfi o IZo161 Print Name S worn to and subscribed before me this 5 day of � v n r zooms . t tttttt t Signa o : is -1b r u2 02)3 't % %% % %% Atlantic Bonding Co., Inc. SEAL: Maria Isabel Santana ':Commission # CC 828294 Personally known w OR, Produced Identification STATE Signa Print Name Sworn to and subscribed before me this .S koo •, �° ma f r V G- o ' ' � tres in. i t 3 `• " Bonded Thru SEAL: '%%%%%%%%% Atlantic Bonding Co., Inc. Signa tractor / Qualifier N C\cs is Isabel Santana PERMIT APPLICATION COUNTY OF MIAMI -DADE day of Personally known t! OR, Produced Identification Type of Identification Produced: Type of Identification Produced: ELECTRICAL TYPE Minimum Fee Q"IY TYPE Dryer QTY TYPE Outlet, Appliance (,1 . 1 . 1 . 1 , 1: Service Repair ( E l y . 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 NIECHANICAL TYPE Minimum Fee QTY. TYPE Condensate Drain QTY. TYPE Generator QTY. TYPE Refrigeration, Tons Q'I'Y. A/C Central, Tons Cooling Tower Heating Strips, each Vent Hood, Cost A/C WaWWin. 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 TyrE A/C Condensate QTY. TYPE Drains, Roof QTY. TYPE Miscellaneous Fixture QTY. "1'1'PE 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 CI OWNER - BUILDER FORM (Attach) L FIRE DEPARTMENT APPROVAL (Commercial / multi - family) • CONCURRENCY (New Construction) ® OTHER (Specify & Attach) CI PROOF OF OWNERSHIP (Attach) HRS / DERM APPROVAL (Septic / Sewer) D IMPACT FEE (New Construction) • OTHER (Specify & Attach) PERMIT APPLICATION CHECKLIST Cl CONDO ASSOCIATION APPROVAL (Attach) BPR APPROVAL (Restaurants) CI CONTRACTOR REGISTRATION (On File) 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 Notary $ AFT) SECTION Zoning Electrical Mechanical Plumbing Fire Public Works Structural Building Official BY DATE ( x .60 1000 ) (¢.005 / sq.ft.) (¢.01/sq.ft.) TOTAL $ ISSUING OFFICIAL REVIEWED AND PREPARED BY: DATE: CONDITION OF APPROVAL 10050 N.E. 2ND AVE., MIAMI SHORES, FL a (305) 795 -2207 o FAX (305) 756 -8972 o http : / /www.miamishoresvillage.com Revised July 2001 0 1 M EM O Miami Shores Village 10050 NE 2nd Avenue Phone: 305 -795 -2204 Printed: 6/10 /2002 Applicant: CHRISTINE Owner: RODRIGUEZ JOB ADDRESS: 1021 NE 93 Contractor BAY CONTRACTING FIRM Local Phone: 305 - 525 -2796 Parcel # 1132050150070 Fees: FEE2002 -3221 FEE2002 -3222 Permit Status: Approved Work: , n • Po BAY CONTRACTING CORP. VICES & ROOFING DIVISION RE GENERAL R EST 689 \NEST 26TH GENERA HIA EAH FL 33010 -1209 305) 883 5664 PH (305) 883 -0571 I FAX ( sA 11/ Description Building Permit Application Fee CCF Total Fees: L 11'00 20 ?1111 x•06 (Contractor or Builder) Building Permit Permit Number: BP2002 -1056 RODRIGUEZ CHRISTINE ST Contractor's Address: 2428 NW 28 ST Legal Description: 5 53 42 BELVIDERE PARK Amount $60.00 $1.80 UNION PLANTERS BANK, N.A. MIAMI, FL 3313 63- 8 411670 BY: PB 16-71 LOT 11 8 12 BLK 2 LOT SIZE 2027 $ �l -ti DOLLARS Page 1 of 1 )tai Fees: $61.80 teceipts: $0.00 Re- inspection 'hereto and In strict conformity with the -d,umry tor all work done by either myself, my agent, efor in strict compliance with all ordinances e been submitted to and approved by the pout authorization. A further condition upon es and regulations pertaining to the work manta or employees. Building Official Dear Sincerely, SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM We are the Dade County Notice of Acceptance Holder for the HT -10 under ACCORDION SHUTTER number 00- 0118.05 HT100 This letter authorizes Miami Home Shutter to use our ACCORDION SHUTTER approved under number 00 0118 - 05 to be used at the following job: Miami Shutters, hutters, Inc. Narciso Rodriguez President = _auami llOtE SIIUTTERS INC. 1130 West 23rd Street • Hialeah, Florida 33010 Phone: (305) 885 -4488 Fax: (305) 887 -4488 or Date: 5/30/02 Job: Fernando Rodriguez 1021 NE 93 St Miami Shores FL. 33138 Rafael Rodriguez Excecutive Vice President ' This form must accompany the application for building permit and shall become part of the permit documents. Z The authorized signature must bear the raised corporate seal of the company holding the Dade County Notice of Acceptance. BAY CONTRACTING 689 West 26 Street Hialeah, Florida 33oro ■ Residential Services Division Gn is* 1— koit- Offic 3o5) 88 3 -0 571 fax: (305) 883 -5664 i €Y6 ymlO god j �/ e ! o ;/ frE 93s-/- Pheoro A re5 FI 33/3g MAXIMUM DESIGN WIND LOADS FOR ANY EFFECTIVE WIND AREA PEAK ROOF HEIGHT (FT.) POSITIVE LO ZONE P QS NEGATIVE LO ZONE P 0 ) >0 -15 54.7 -73.2 >15-20 58.1 -77.7 >20 -25 60.9 -81.5 >25 -30 63.3 -84.7 >30 -40 67.2 -90.0 >40 -50 70.5 -94.3 >50 -60 73.2 -98.0 0 w O N FLORIDA BUILDING CODE 2001 EXPOSURE "C" WIND LOADS (H.V.H.Z.) DESIGN LOADS FOR COMPONENTS & CLADDING -WALLS & VERT. SURFACES BUILDINGS WITH A PEAK ROOF HEIGHT _ <60 FEET. BASIC WIND SPEED = 146 M.P.H. Kd1.00 GENERAL NOTES. 1. THESE WINO LOADS ARE FOR USE ON GENERAL RESIDENTIAL & COMMERCIAL CONSTRUCTION AND ARE NOT APPLICABLE TO ESSENTIAL FACILITIES OR PLACES OF ASSEMBLY. 2. TABULATED DESIGN WIND LOADS ARE BASED ON CHAPTER 6 OF A.S.C.E. 7 -98 SPECIFICATIONS FOR COMPONENTS AND CLADDINGS. THE FOLLOWING DESIGN CRITERIA ARE USED: A. PEAK ROOF HEIGHT LESS THAN OR EQUAL TO 60 FEET. B. EXPOSURE CATEGORY "C" AS NOTED. C. BASIC WINO SPEED (3 SECOND GUST) AS NOTED. 0. AN IMPORTANCE FACTOR OF 1.0 FOR CATEGORY II STRUCTURES. NOT VALID FOR ASSEMBLY OCCUPANCIES OR ESSENTIAL FACILITIES. E. EFFECTIVE WIND AREA AS NOTED. 'F. ANY ROOF SLOPES. G. ENCLOSED BUILDING: GCpi.= 1-0.18. IMPACT PROTECTION OF GLAZED OPENINGS REQUIRED. H. DIRECTIONALITY FACTOR, Kd = 1.00. I. TOPOGRAPHIC FACTOR, Kzt = 1.0 FOR FLAT TERRAIN. NOT APPLICABLE FOR HILLY TERRAIN. 3. POSITIVE AND NEGATIVE DESIGN LOADS FOR EXTERIOR WALLS ARE BASED UPON THE PEAK ROOF HEIGHT OF THE BUILDING OR STRUCTURE. 4. DESIGN LOADS ARE BASED ON EXPOSURE "C" AND ARE NOT VALID FOR EXPOSURE "0 ". EXPOSURE CATEGORY SHALL BE AS DETERMINED BY THE BUILDING OFFICIAL OR A SITE SPECIFIC EVALUATION BY AN ARCHITECT OR ENGINEER. 5. LINEAR INTERPOLATION MAY BE USED FOR ALL VALUES BETWEEN TABULATED ELEVATIONS. 6. THESE SCHEDULES REPRESENT AN ACCURATE CALCULATION. OF WIND LOADS IN ACCORDANCE WITH THE GENERAL NOTES. 7. THIS SCHEDULE SHALL NOT BE MARKED UP OR MODIFIED. 8. WHERE THESE SCHEDULES ARE USED FOR PERMIT, THE CONTRACTOR AND BUILDING OFFICIAL SHALL VERIFY THE USE IS APPROPRIATE FOR A SPECIFIC SITE. 9. THIS DRAWING SHALL NOT BE USED FOR PERMIT WITHOUT THE SIGNATURE, DATE AND EMBOSSED SEAL OF V.J. KNEZEVICH, P.E. 10. H.V.H.Z. = HIGH VELOCITY HURRICANE ZONE. ALL ROOF SLOPES k KNEZEVICH & ASSOCIATES, INC. CONSULTING ENGINEERS • PRODUCT TESTING 1260 N. UNIVERSITY DRIVE, SUITE 180 • FORT LAUDERDALE, FL 33322 TEL (954) 382 -2800 • FAX: (954) 382 -2989 • FLORIDA COA #3205 WEBSITE: WWW.KNEZEVICH.COM • E -MAIL KA®KNEZEVICH.COM COPYRIGHT ® 2002 KNEZEVICH & ASSOCIATES, INC BUILDINGS 60 FT. FLORIDA BUILDING CODE 2001 COMPONENTS & CLADDING 146 M.P.H. drawn by MCR design by VJK mocked by VJK d•acrlptlon ISSUE° GENERAL REVISION drawing no. 02-280 sheet 1 of 1 1 date no d•t• by 0 03/04/0 VJK 1 03/21/02 VJK Building Official Dear • -MIAMI IIOUE SIIUTTERS INC. 1130 West 23rd Street • Hialeah, Florida 33010 Phone: (305) 885 -4488 Fax: (305) 887 -4488 SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM Date: 5/30/02 We are the Dade County Notice of Acceptance Holder for the HT -10 under number ACCORDION SHUTTER 00- 0118.05 HT100 This letter authorizes Miami Home Shutter to use our ACCORDION SHUTTER approved under number 00- 0118 -05 to be used at the following job: Job: Fernando Rodriguez 1021 NE 93 St Miami Shores FL. 33138 Sine cre)ly, f N�iaa a Shutters, Inc. .:Nardi Ro Presifiefi ' or Excecutive Vice President Rafael Rodriguez ' This form must accompany the application for building permit and shall become part of the permit documents. 2 The authorized signature must bear the raised corporate seal of the company holding the Dade County Notice of Acceptance. MIAMI -DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Miami Home Shutters, Inc. CONTRACTOR LICENSING SECTION 1130 West 23 St. (305) 375 FAX (305) 375.355; Hialeah FL 33010 CONTRACTOR ENFORCEMENT SECTION (305) 375.2966 FAX (305) 375 - 2908 Approval of: PRODUCT CONTROL DIVISION Your application for Product A PP (305) 375-2902 FAX (305) 372-6339 HT/ 00 Acco "� lion S/ titer 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 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 appro . d 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.:00-0118.05 Expires :.0, NILAMI -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 Raul Rodriguez Chief Product Control Division 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. Approved:02 /11/2000 Ire. postmaster @huildint;eodronline.com •rancisco Quintana, R.A. Director 1 of 3 Miami -Dade County Building Code Compliance OflicL Homepuge: http : / /www.huildingcodeunlinc.conI • Miami Home Shutters, Inc. ACCEPTANCE No.: 00 -0118.05 FIB 1 1 2000 APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS Jan. 22, 2003 1. SCOPE This revises and renews the Notice of Acceptance, No. 98- 0406.02, which was issued on June 9, 1998. It approves an aluminum accordion type shutter, as described in Section 2 of this Notice of Acceptance, 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 This aluminum accordion type shutter and its components shall be constructed in strict compliance with the following documents: Drawing No. 99 -816, titled "HT100 Accordion. Shutter ", prepared by Knezevich & Associates, Inc., dated July 23, 1996, revision #6 dated June 10, 1999, sheets 1 through 6 of 6, 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 aluminum accordion type shutter and its components shall be installed in strict compliance with the approved drawings. 5. LABELING Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT 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. Helmy A lakar, P.E.- Product Control Examiner Product Control Division 2 of 3 Miami Home Shutters, Inc. ACCEPTANCE No.: 00 -0118.05 APPROVED EXPIRES NOTICE OF ACCEPTANCE: STANDARD CONDITIONS FEB 1 1 2000 Jan. 22, 2003 1 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. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer, who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate 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 4. NL14 Helmy A. alcar, P.E.- Product Control Examiner Product Control Division 3 of 3. a I f F07 0 0 1840 - 683 876 483 f57 -°-� U,1 1 11 . O55 r2 . 076 HEADER -CLG. O MOUNTED SCALE HALF SIZE X282 TYPE 1 0 0 N n t 1 re it .-• TYPE 2 t1 • 055 17 • 975 r • J4: O HEADER 2 WALL MOUNTED SCALE 'ALF SIZE GENERAL NOTES: 1. THIS ACCORDION SHUTTER SYSTEM IS DESIGNED IN ACCOROANCE WITH THE SOUTH FL ORIOA BUILDING COOE. 1991. EDITION. 2. POSITIVE ANO NEGATIVE OESIGN PRESSURE CALCULAT:ONS SHALL 9E PERFORMED FOR SPECIFIC JOBS IN ACCORDANCE AN OTHER STRVCruPES TT SHALL 9E REFERENCED I AT APPROPRIATE DESIGN LOAOS 3 ALUMINUM EXTRUSIONS SHALL SE 6063 -T6 ALUMINUM ALLOY. 00 N. 4 EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LA3ELE3 AT THE BOTTOM EEO a TH LOCKING CENTER)'ATC AS FOLLOWS MIAMI HOME SHUTTERS. INC. HIALEAH FLORIDA MIAMI -DADE COUNTY PRODUCT CONTROL APPROVED 5 ALL BOLTS ANO WASHERS SHALL SE 2324_TI. 4LU.`•I� :L`+ ALLOY STAINLESS STEEL. OR GALVANIZE? STEEL WITH A MoN Fy • 33 KSI POP RIVETS SHALL BE 3n16 "0 5052 ALUM ALLOY 6 ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM AT CENTER OR SIDE CLOSURE WITHIN 18 OF CENTER (VERT I LOCKING MECHANISM SHALL BE LOCKED TO PROVICE HURRICANE PROTECTION 7 THE OE TAILS AND SPECIFICATIONS SHOWN HEREIN REPRESENT THE PROOUCTS TESTEO FOR IMPACT. CYCLIC ANO UNIFORM STATIC AIR PRESSURE IN CONFORMANCE N / MIAMI -DADE COUNTY PROTOCOLS PA 201. 202. ANO 203 8. DESIGN 15 BASED ON CONSTRUCTION TESTING CORPORAT;ON MCI TEST REPORT No. 96 - 024 ANO 96 -037 9. TOP DETAILS MAY ALSO BE USED AS SILLS 10.FLOOR TRACKS MAY BE REMOVABLE AT NON - STACKING LOCATIONS USE REMOVABLE ANCHORS SUCH AS CALK -IN ANCHORS. !1 THE PERMIT HOLDER 5H44L VERIFY THE AOEGUACY OF THE EXISTING STRUCTURE TO SUS TAIN THE NEW SUPERIMPOSED BEFORE COMMENCING WITH WO NS AT THE 108 SI fE K 12 ANCHORS SHALL BE INSTALLED IN ACCOROANCE WITH MANUFACTURER'S RECOMMENOATIONS EMBEOMENTLENGTHS SHALL FINISHES. BE AS NOTED ANO 00 NOT INCLUDE STUCCO OR OTHER EITHER TYPE 1 OR TYPE 2 SLAT 15 ACCEPTABLE THESE SLATS ARE INTERCHANGEABLE TYP. SLATS ga ADAPTER SLAT SCALE: HALF SIZE SCALE: HALF SIZE 0 61 h •o .o 107 1 1 7 125 , 0 5 '0 1 860 0 BUILD -OUT WALL HEADER 058 2491 ANGLE 001.9 396 2' MIN - 5 - MAX _ SCALE HALF SIZE 1 1 110o Ir -• 4- 251 ROLLER ASSEMBLY SCALE HALF SIZE 11. 055 12 • 015 Ili SCALE' HALF SIZE 2 775 2 535 .15510 235 0 0 STAINLESS S:EEL ASSEMBLY LS06 HOLE L060 I' » a90 o o 250 %-• I I 9t 9 1 1 391 1 391 . 222 -NYLON WHEEL Rev( TEO IN PL ACT. t I i 0 1 0, »-060 re .956 1 517 P - J V• 1 r-• I m i ."090 : , 37&. I 498! 376, i 11.00 INSERT SCALE HALF SIZE 630 • x 375 TOP (115, 0 .0 1_.....-;4 MAX J 4 77 �' 375 SCALE FULL SIZE SILL -WALL G MOUNTED SCALE HAiA SIZE SCALE. HALF SIZE 2 991 9 . 01 ----, r62i, ! 060 • I 01 • 4_.060 - .345 i ,. `J 1. --.1.- ,__;- 095 I 1 -446 21- t 1 94 t i I I ..i59 4 7.2C' CENTER.MATE , ` 10 CENTER MATE 2 - C'AL•E HALF SIZE - 589 „ 1 n5 322 LOCKI ARM SCALE - '4F SIZE 1/9 T:+:I:% STAINLESS STEEL 435 i I ( 115 °of � j nl 1 I�230 MAX n I 20 MAX BOTTOM CARRIER BUSHINGS 040 312 214 0l 322 ! 214 711 a. d ) 050 0 4 ADJ. SILL -TOP O ADJ. SILL -BOT. 0 FLAT END SLAT SCALE HALF SIZE 3 245 3 069 r1•M i 21.9- 060 - 510 I 0 15 LOCKING CLIP SCALE HALF SIZE a i ; 62,0 0 • II ° Li- 1 12 �t IL83: 875 I 1 .83 1940 1 t • 055 r2 • 076 630 0 0 165 1 0 28500 WALKOVER SILL 16 FLOOR MOUNTED SCALE HALF SIZE 1060 250 I X 1 y l 1891 • 0 211 I I I N � SCALE o I 0.1 p J'1 &-060 01 I �•I f O CENTER MATE 1 ga W/ LOCKING ROD SCALE HALF SIZE 055 ITvP 1� 1533 HALF SIZE I 01 O1 n! N; re o! o; - J T I 1. W. o{ f a. t90 SCALE HALF SIZE 360 71 00 550 0 NI 1 1250 1 90° END SLAT SCALE HALF SIZE 1 250 06J APPROV` AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE SCALE HALF SIZE 3 465 3 267 510 1 0 6 1- 165,0 ' 295 0 0 - 0601 1039 r - - 095 • • - r46z:- 6 CENTER MATE 2 W/ LOCKING ROD ,4! 080 2 110 INSIDE HANDLE SHIM (NYLON) SCALE HALF SIZE DAT - JW 4• /1 /OD BY 4110 11W PRODUCT CC' OIV!S ON BU :1.1):NG CODE COMPLIANCE OFFICE ACCEPTANCE NO. !20 - O /iy Of' 060 365 r . 0 200 0 505 R 0: '� 1so s•o 315 - LOCKING ARM ALIGNMENT BUSHING (NYLON) SCALE HALF SIZE 0)15 " 0 • 1 C J :5=4 z 0 •1 2 • 0 . � U 0 L_ 0 I 1.G , C/ ] N C.7 6 J to 1 N N w S 0 ci ! i.4 i 7.. . 0' , 0 - •. .c + - 10. • V.J. KNEZEVICH ! ;PRO°ESS:ONAL ENGINEER] = L License N0 Pc 0010993 I _ 1 J AN 0 J •s .opt^ . - sneer 1 of 6 75- o, C: w14 I 99 -816 1 V . _ z 4 BOTTOM TRACK TYPICAL ELEVATION M.T.S. 2" MIN. SECTION FASTENER • 26" 0.C. (USE ANY ANCHOR IN ANCHOR SCHEDULE) O ALT. CLOSURE DETAIL SCALE: 3" . 1' -0" r x 2 x 1/8 ALUM. ANGLE 3 *10 TEK SCREWS OR 3 -3 /16"• ALUM. POP RIVETS (TYPI 2"•2 ALUM. TUBE 6063 -T6 ALLOY NOTE: EITHER CONDITION MAY BE TYPICAL FOR EITHER SIDE SCALE. 3" • 1' -0" r VARIES - NO LIMIT • D; CORNER CLOSURE TOP TRACK ALT. LOCATION OF LOCKING MECHANISM AT SIDE LOCKING MECHANISM CAN BE • 1B' ABOVE OR BELOW CENTER (SEE NOTE 6) *10 x 1/2" GALVANIZED SMS OR 3/16"• ALUM. POP RIVET • Ta" 0.C. rxr : .055" I rx 2"x.055"; 2' x 3" • .055" 2" • L x .055" OR 2' • 5' • .125' AL. ANGLE *10 TEK SCREW OR 3/16 ALUM. POP RIVET • 24" 0.C. (TYP) TWO I /t FASTENERS EACH ANGLE (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) PLAN VIEW V SCALE: 3" • 1' -0" 2.110 LOCKING ARM 1 g ALIGNMENT BUSHING (NYLON) SCALE: HALF SIZE \ -0.13S" R 0.435" R 0.375' R O ALT. CLOSURE DETAIL • . 0.200 INSIDE "T" 1 g HANDLE SHIM (NYLON) SCALE HALF SIZE 2" MIN. .1 FASTENER di 2L" O.C. (USE ANY ANCHOR IN ANCHOR SCHEDULE) 2"•2"•.125' r ALUM. ANGLE CONT. 1 /t -20 TRUSS HEAD DOLTS & NUTS W/ LOCK WASHERS • 21.' O.C. HALF OF USE MALE OR FEMALE AS REQUIRED O ALT. CORNER CLOSURE DETAIL SCALE. 3" • 1' -0" *10 x 1/2' GALVANIZED SMS OR 3/16 - 0 ALUM. POP RIVET ce 18" O.C. rxr x.055' :rxrx.055": 2 :3'x.055" :2 .1."x.055" OR 2' x S" x .125' AL. ANGLE EXISTING STRUCTURE FASTENER • 24' 0.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). O (TYP) SINGLE ARM LOCK ITN. SHUTTER SEPARATION FROM GLASS (SEE SCHEDULE SHEET 5) 0.062" THICK RECESSED SILL 3105 -H32 OR 601.3 -T6 ALUM. ALLOY (1 /8" BELOW CONCRETE) --SINGLE ARM OR 'T' HANDLE LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER - 1 - 1/6" DRILL S /I"• HOLE FRO BOTTOM OF EXTRUSION V BEFORE ASSEMBLY FOR TRUSS HEAD BOLT (TYP) MIN. SHUTTER SEPARATION FROM GLASS. (SEE SCHEDULE SHEET 5). DISTANCE TO BE MEASURED FROM BACK Or SHUTTER ((LAO( OR FROM "T" HANDLE WHEN HANDLE IS MOUNTED INSIDE. ---- SEE FASTENER SCHEDULE PLAN VIEW SCALE : 3 1'- 0 INSIDE CLOSURE "T" HANDLE W/ MIM TYPICAL PLAN VIEW SCALE: 3" • 1 -0" SCALE : 3 ". V 0" 3 /t" MN. 1 -1/2" MAX. L JOINT BETWEEN REMOVABLE AND FIXED SILL .0 60" ALTERNATE O FLOOR MOUNT DETAIL rx1 "x 1 /B" ALUM. ANGLE W/ 3/16 "O POP RIVETS • 6" 0.C. 1 /C MAX. EXISTING STRUCTURE MIN. 3.000 P5) CONCRETE CONCRETE FASTENER QD 8'" O ANY SCHEDULED FASTENER ACCEPTABLE FASTENER • 24" 0.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR/. NYLON HANDLE RSPLICS -r HA O S AVLd ARM LOCK) OPTIONAL CLOSER HANDLE L OS ASSEMBLY OPTIONAL ACCESS HOLE EXISTING STRUCTURE ' L�1 SECTION O REMOVABLE FLOOR TRACK DETAIL i FASTENER 'TYPE 4' SEE SECTION M 011 SHEET 3 FOR COMPLETE INFORMATION 2' MIN. MOVED AS COMPLYING WITN 71$ SOUTH FLORIDA BUILDING CODE DAT BY PRODUCT CO ROL OIVIS:ON BUILDING CODE COMPLIAJCE OFFICE kit Ira i2 -O/f A(' < i 3 IA < r• . 0 °o i�a 0 n 0 . W 0 : N N ti) Q o �D II en 0 < W 0 W F ode F IL = -I WI = z z . W '. X Y ? • V i a l e i / 0 P. C I^ w i W N 2 0 I- W I W 0 = 0 N y Y 2 J W C • " cg �Z r I �+ i Y . = I 0 0. 1 W U O o 1 LL 1 co (n W 2 v co o s4i� r _ m 0 1.x I^n m O 1- el O N " U • c N O a cn u- O 0 0 1- 1 d••.g. by .. - V.J. KNEZEd1CH PROFESSIO►NL E FL License N : ' / PE 0010983 A 1 •;1111 b .awl .. 99 -816 1 1 1 i 1 z I M I I I I 0 0 In • IN 111110011Ke 1 - - - _ z 4 BOTTOM TRACK TYPICAL ELEVATION M.T.S. 2" MIN. SECTION FASTENER • 26" 0.C. (USE ANY ANCHOR IN ANCHOR SCHEDULE) O ALT. CLOSURE DETAIL SCALE: 3" . 1' -0" r x 2 x 1/8 ALUM. ANGLE 3 *10 TEK SCREWS OR 3 -3 /16"• ALUM. POP RIVETS (TYPI 2"•2 ALUM. TUBE 6063 -T6 ALLOY NOTE: EITHER CONDITION MAY BE TYPICAL FOR EITHER SIDE SCALE. 3" • 1' -0" r VARIES - NO LIMIT • D; CORNER CLOSURE TOP TRACK ALT. LOCATION OF LOCKING MECHANISM AT SIDE LOCKING MECHANISM CAN BE • 1B' ABOVE OR BELOW CENTER (SEE NOTE 6) *10 x 1/2" GALVANIZED SMS OR 3/16"• ALUM. POP RIVET • Ta" 0.C. rxr : .055" I rx 2"x.055"; 2' x 3" • .055" 2" • L x .055" OR 2' • 5' • .125' AL. ANGLE *10 TEK SCREW OR 3/16 ALUM. POP RIVET • 24" 0.C. (TYP) TWO I /t FASTENERS EACH ANGLE (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) PLAN VIEW V SCALE: 3" • 1' -0" 2.110 LOCKING ARM 1 g ALIGNMENT BUSHING (NYLON) SCALE: HALF SIZE \ -0.13S" R 0.435" R 0.375' R O ALT. CLOSURE DETAIL • . 0.200 INSIDE "T" 1 g HANDLE SHIM (NYLON) SCALE HALF SIZE 2" MIN. .1 FASTENER di 2L" O.C. (USE ANY ANCHOR IN ANCHOR SCHEDULE) 2"•2"•.125' r ALUM. ANGLE CONT. 1 /t -20 TRUSS HEAD DOLTS & NUTS W/ LOCK WASHERS • 21.' O.C. HALF OF USE MALE OR FEMALE AS REQUIRED O ALT. CORNER CLOSURE DETAIL SCALE. 3" • 1' -0" *10 x 1/2' GALVANIZED SMS OR 3/16 - 0 ALUM. POP RIVET ce 18" O.C. rxr x.055' :rxrx.055": 2 :3'x.055" :2 .1."x.055" OR 2' x S" x .125' AL. ANGLE EXISTING STRUCTURE FASTENER • 24' 0.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). O (TYP) SINGLE ARM LOCK ITN. SHUTTER SEPARATION FROM GLASS (SEE SCHEDULE SHEET 5) 0.062" THICK RECESSED SILL 3105 -H32 OR 601.3 -T6 ALUM. ALLOY (1 /8" BELOW CONCRETE) --SINGLE ARM OR 'T' HANDLE LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER - 1 - 1/6" DRILL S /I"• HOLE FRO BOTTOM OF EXTRUSION V BEFORE ASSEMBLY FOR TRUSS HEAD BOLT (TYP) MIN. SHUTTER SEPARATION FROM GLASS. (SEE SCHEDULE SHEET 5). DISTANCE TO BE MEASURED FROM BACK Or SHUTTER ((LAO( OR FROM "T" HANDLE WHEN HANDLE IS MOUNTED INSIDE. ---- SEE FASTENER SCHEDULE PLAN VIEW SCALE : 3 1'- 0 INSIDE CLOSURE "T" HANDLE W/ MIM TYPICAL PLAN VIEW SCALE: 3" • 1 -0" SCALE : 3 ". V 0" 3 /t" MN. 1 -1/2" MAX. L JOINT BETWEEN REMOVABLE AND FIXED SILL .0 60" ALTERNATE O FLOOR MOUNT DETAIL rx1 "x 1 /B" ALUM. ANGLE W/ 3/16 "O POP RIVETS • 6" 0.C. 1 /C MAX. EXISTING STRUCTURE MIN. 3.000 P5) CONCRETE CONCRETE FASTENER QD 8'" O ANY SCHEDULED FASTENER ACCEPTABLE FASTENER • 24" 0.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR/. NYLON HANDLE RSPLICS -r HA O S AVLd ARM LOCK) OPTIONAL CLOSER HANDLE L OS ASSEMBLY OPTIONAL ACCESS HOLE EXISTING STRUCTURE ' L�1 SECTION O REMOVABLE FLOOR TRACK DETAIL i FASTENER 'TYPE 4' SEE SECTION M 011 SHEET 3 FOR COMPLETE INFORMATION 2' MIN. MOVED AS COMPLYING WITN 71$ SOUTH FLORIDA BUILDING CODE DAT BY PRODUCT CO ROL OIVIS:ON BUILDING CODE COMPLIAJCE OFFICE kit Ira i2 -O/f A(' < i 3 IA < r• . 0 °o i�a 0 n 0 . W 0 : N N ti) Q o �D II en 0 < W 0 W F ode F IL = -I WI = z z . W '. X Y ? • V i a l e i / 0 P. C I^ w i W N 2 0 I- W I W 0 = 0 N y Y 2 J W C • " cg �Z r I �+ i Y . = I 0 0. 1 W U O o 1 LL 1 co (n W 2 v co o s4i� r _ m 0 1.x I^n m O 1- el O N " U • c N O a cn u- O 0 0 1- 1 d••.g. by .. - V.J. KNEZEd1CH PROFESSIO►NL E FL License N : ' / PE 0010983 A 1 •;1111 b .awl .. 99 -816 1 1 1 i 1 W 0 W MIN. SHUTTER SEPARATION FROM GLASS (SEE SCHEDULE SHEET 51 GLASS OR DOOR 0 O WALL MOUNT SECTION A EXISTING CONCRETE. MASONRY OR W000 STRUCTURE. SEE ANCHOR SCHEDULE. TYP. FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION - TYPES' EMBED BUT 00 NOT EXCEED 6 SPACING GLASS OR DOOR SCALE : 3 - = 1'- 0 11 CONT. 1/2 1/2 CONT. MIN. SHUTTER SEPARATION FROM GLASS 1/2 EMBED. ISEE SCHEDULE SHEET 5) ALT. ANGLE LEG DIRECTION. REVERSED ANGLE LEG MAY BE FROM ONE ANGLE OR FROM BOTH ANGLES ITYP.1. FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION - TYPE 5• BUT DO NOT EXCEED 6 SPACING EXISTING CONCRETE. MASONRY OR W000 STRUCTURC SEE ANCHOR SCHEDULE. TYP. FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 1' ROLLER ASSEMBLY t2 TYP. EVERY OTHER PIN FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION - TYPE 1• 1/4 MAX. 1/4 MAX 9 -3/16 MAX 1/2 W/ NUT OR N TEX SCREW p 12 0.C. ITYP., TOP L BOTTOM) 11 CONT. 1/2 11 CO S/B I/2 0 CONT. 0 CONT. i r � ;;2= NOTE: BOTTOM MOUNT DETAIL MAY BE USED AT TOP. O BUILD -OUT MOUNT SECTION E SCALE :3 V-0" MIN, SHUTTER f l SEPARATION �-J �.., FROM GLASS (SEE SCHEDULE SHEET 51 - GLASS OR 0009 3/16 POP RIVET OR *12 TEX SCREW @ 6 0.C. ITYP O L OS ASSEMBLY 1 ■ 1 s 1/8" ALUM. ANGLE W/ 3/16 - • POP RIVETS (II 6 0.C. FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 4• 1/4 -20 MACHINE BOLT W/ NUT (e 12 0.C. ITYP., TOP & BOTTOM) ROLLER ASSEMBLY 0 TYP. EVERY OTHER PIN O I /4 MAX, 1/4 MAX. EXISTING CONCRETE, MASONRY OR 14000 STRUCTURE. SEE ANCHOR SCHEDULE, TYP. n 0 m X W 0 k 6 g • 1/2 - ' © CEILING/INSIDE MOUNT SECTION SCALE :3 1•- 0' LOGE DIST. EDGE OIST. 0 GLASS OR 0009 -- n 0 0 FASTENER. SEE ANCHOR SCMEOULE. REFERENCE CONNECTION 'TYPE 3 3/16 POP RIVET (A 6 0.C. ITYP.) EXISTING CONCRETE. MASONRY OR w000 STRUCTURE. SEE ANCHOR SCHEOULC, TYP. 1 /C MA X. z < N n • N y 3i o N J• J W < J X < 2 V W N 1/4 MAX. OPTIONAL FASTENER LOCATION 1N LIEU OF ANGLE SUPPORT - STAGGER ANCHOR 1/4' OFF CENTER REFERENCE CONNECTION 'TYPE 4' 1/2 0 0 W GLASS OR DOOR 0 FASTENER, SEE A?4_MOR SCHEDULE. REFERENCE CONNECTION 'TYPE n MIN, SHUTTER SEPARATION FROM GLASS (SEE SCHEOuLE SHEET 51 EXISTING CONCRETE MASONRY OR W000 STRUCTURE. SEE ANCHOR SCHEDULE, TYP. MIN. SMUT TER SEPARATION FROM GLASS ISEE SCHEDULE SHEET 5 FASTENER. SEE ANO;OR SCHEDULE. REFERS CE CONNECTION TYPE ® TYP. TOP & 0T2c4.: /4 (IAX. ' 1/4 - MAX. O BUILD -OUT MOUNT SE TION F SCALE :3 r - 0 - EMBED ALT. ANGLE LEG DIRECTION (TYP 1/2 - FOR LARGER SPANS USE Two 2 ■ 5 Al.. ANGLES (SCE SCHEDULE 1 TYPE C) FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 2 3_3/4" MA FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 2- I1 CONT. - FOR LARGER SPANS USE Tw0 r • S AL. ANGLES (SEE SCHEDULE 1 TYPE C) BUILD -OUT MOUNT SECTION SCALE : 3"= r - 0 - MIN. SEPARATION FROM GLASS SCHEDULE SHEET 5 EMBED. SCALE :3 1 0" 1/4 -20 MACHINE BOLT W/ NUT Q 12 0.C. (TYP.. TOP L BO T TOM) F AST [NCR. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 1' BUT 00 NOT EXCEED B -I/2" SPACING /4 MAX. 1/ 4 MAX. TOP & BOTTOM GLASS Q.;,EO GO FLOOR MOUNT SECTION z N n N H 0 X N ta 4 X = 1=I 1,0 v' N 16 N. $MUTTER SEPARATION FROM G LASS (SEE SCHCOLAC SMCCT 5) EXISTING CONCRE if. MASONRY OR W000 STRUCTURE. SEE ANCHOR SCHEDULE, TYP. r • r • .050- ALUM. TUBE TYP. TOP & BOTTOM 1/4 MAX. z Z N n N 0: 3 L O F J J OR 0009 — Z X O • W - 3 /16 - MAX O < W X z u < W � IJ 1/4 MAX n /2 t3 p II p W .- L � FASTENER, SEE ANCHOR t 0141 SCHEDULE. REFERENCE CONNECTION 'TYPE 1' BUT 00 NOT ExCEE0 B -1/2 SPACING O O BUILD -OUT MOUNT SECTION D SCALE :3" = V -O - 1/4' MAX. FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 3• OR EXISTING W000 CONCRETE. STRUCTUR MASONRY ANCHOR SCHEDULE. TYP. APPROVED AS COMPLYING WMI THE SOUTH RORIDA BUILDING CODE DA BY PRODUCT CO " ROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. — O/ /1-04.0 OD Zz F 0 E/) H LU '- O O O n COI= Q W W ea El W Uc >; WJ N 0 W = Z O V 0 0 N w 3 I CO 0 Z 0 Or 0 0 0 0 0 I +c•1• Ali NOT40 • a4•• f V.J. KNEZEVICH PROFESSIONAL FL License N PE 00109 '4S .on y � Vlet (c NAC1..O D4 ` v/X drawing n. 99 -816. sheet 3 of 6 ALUM BEAM & SHUTTER SCHEDULE DESCRIPTION SHUTTER SPAN BEAN SPAN r • 5" 9' - S- Tv •.12V 6' -o- r -r T V • .125 10' -0- 7' -6- 2' • 8- 5. -0- 1 1.•- 0 ' Tv • .072 r -0 Ir -0" TI ..22t 10' -0 or-r 2 • 9- v_o- 15•_S- T.. • 072" B' -0- 13' -r if ..22t 10' -0 12' -3- THREE S /16 - o CALK -W p 3 - O.C. w/ 1 MIN. EMBEO. IN CONC. OR HOLLOW BLOCK W/ 3 -3/4" MIN. EOGE GIST. THREE S /16 CALK -IN p 3-1/6 - O.C. WI 1 MIN. EMBEO. IN CONC. OR HOLLOW BLOCK W/ 3-3/4 - MIN. EDGE GIST. E XIS T GLASS OR DOOR GLASS OR 000R 4 N H 4 4 EXISTING STRUCTURE (SEE SCHEDULE SHEET SI (MAX. DESIGN LOAD 72 PSF) O TOP SUPPORT BEAM DETAIL SCALE :3". T- 0 MIN. SHUTTER SEPARATION FROM GLASS ° _ 4 4 4 d 4 (SEE SCHEOULE SHEET 51 E MB SCALE :3 r: 0- 3/16 - • POP RIVET OR .12 TEK SCREW CB6 - O.C. pa ASSEMBLY 2 • 3 • 1/ • 0._6' 606) -T6 ALUM. ANGLE THREE-1/4'o THRU BOLTS r MIN ACCESS HOLE Tr iT r' TV 1 - MIN. 2 • r • t /4- • 0.-o- 6063- To ALUM. ANGLE THREE -1/4 THRU BOLTS I. A L EG DI (MAX. DESIGN LOAD ±- 72 PSF) ALUM. BEAM (SEE BEAM SCHEDULE BELOW FOR BEAM OESCRIPTION L T -41 MAX. HORIZONTAL SPANSI 1/4 -20 S.S. MACHINE SCREW & NUT (61 12" O.C. USE THRU BOLT OR ACCESS IYDLE AS SHOWN IN DETAIL 1/4 MAX. BOTTOM SUPPORT BEAM DETAIL S N 3/16 POP RIVET OR N12 TEK SCREW CA 6- 0 C. AL. BEAM (SEE BEAM SCHEDULE ABOVE FOR BEAM OESCRIPTION L • MAX. HORIZONTAL SPANS/ 1/4 -20 S.S. MACHINE SCREW & NUT at 12" O.C. PROVIOE 1 ACCESS MOLE IN BOTTOM OF BEAM OR USE THR BOLT AS SHOWN IN OETAIL ) NOTE: 1. USE BEA SCHE 1I4E FOR DETAILS�AN0Q . 2. SHUTTER SPAN TO BE LIMITED TO THOSE SHOWN 44 TABLE. SHEET S. 3. BEAM SPAN SHALL BE CONSIDERED AS THE DISTANCE FROM OF SUPPORT TO (OF SUPPORT. r GLASS OR 000R GLASS OR DOOR C == MIN. SHUTTER SEPARATION FROM GL ASS ISEE SCHEDULE SHEET SI EMBED. PLYW000 ANO STUCCO FINISH 1 3 1:6' OR 6063-T6 ALUM. TUdE (MAX. DESIGN LOAD = ± 72 P.S.F.) O WALL MOUNT SECTION = USING ALUM. TUBE SCALE : 3 - . 1.- 0- PLYW000 ANO STUCCO FINISH r r 6 P.T. W000 PLATE MIN. SHUTTER SEPARATION FROM GLASS /SEE SCHEOULE SHEET 5I 1/4 -20 S.S. MACHINE SCREW L NUT (6 12 0.C. PROvIDE r• ACCESS HOLE ) BACK SI0E FOR FASTENING TWO 1/4 S.S. LAG SCREW 01 24 0 C MAX. w/ 1 -3/4 PENETRATION IN CENTER OF STUDS r DA • LL � BY i - — if • PRODUCT I TROL DIVISION 1/2" 1/2 1 /4 MAX. 1/4 MAX. FOR WOOD PLATE USE 1 /4 S.S. LAG SCREW W/ 1 -3/4 PENETRATION INTO w000 PLATE p 12 0.C. TWO 1/4 S.S. LAG SCREW ie 24 0.C. MAX. W/ 1 -3/4 PENETRATION IN CENTER OF STUDS (MAX. DESIGN LOAD = ± 72 P.S.F.) O WALL MOUNT SECTION - USING 2" x 6" WOOD PLATE SCALE : 3 1 0 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING COOE BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE N0. V — O / /t Of U Z 2 1- .� Cl) 1- W I- U <2 0 Ux O 6 (J3 Q W W 2 o W Uo —2 tug N W 2 Z 0 0 amegmemmemeo 0 0 O J U. 03 O co 0 1 10 .. H (.3 (0 Z NO co CL 3 _ O • r � m V.J. KNEZEVICH PROFESSIONAL E FL License PE 00109 JAN 0 6L110 4.'• /96 [.c.t. l AS N01CO t rd•s.9n by I VIN LS 2 m W 1- 0 O m 4 to 0 W 2 0 0 a 0 CC 0 F co 0 L✓ [Orson by t �C (cn•c4•d 67f 1. v 1K J Of s -ung no 99 -816 sheet S. of I MINIMUM SHUTTER SEPARATION FROM GLASS ON) POSITIVE OESIGN LOAD (WI (PSF) ACTUAL SPAN (FT - IN) HIN. SEPARATION FROM GLASS FOR INS 1 AU.ATIONS LESS THAN 30' A80VE GRADE (INCHES) MIN. SEPARATION FROM GLASS FOR NSTALLATIOKS GREATER THAN )0' ABOVE GRADE (INCHES) 30.0 s - 0 2 -7/0 1 -1/2 7 - 0 2 -7/8 1 -5/8 e - 0 2 -7/8 1 -5/8 11 - 0 3 2 -1/8 13 - 1 3 -3/4 2 -3/4 40.0 S - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -s /a 8 - 0 2 -7/8 1 -5/0 11 - 0 3 2 -1/4 12 - 11 3 -3/4 3 50.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/0 e - 0 2 -7/8 1 -3/4 11 - 0 3 2 - 1/2 12 - 2 3 -3 /t 3 60.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 0 - 0 2 -7 /8 1 -3/4 11 - 0 3 1 -3/4 11 - 8 3 -3/4 3 70.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5 /8 0 - 0 2 -7/8 1.7/0 1 9 - 6 3 2 -1/4 tD - 4 3 2 -5/0 80.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 • 1 -3/4 e - 0 2 -7 1 -7/0 11 - 0 3 -1/8 3 -1/8 12 -1 4 4 • 90.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/0 1 -3/4 e - 0 2 -7/e 2 11 - 0 3 -3/0 3 -3/8 11 - 6 3 -7/0 4 100.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -3/4 e - 0 2 -7/8 2 9 - 0 3 2 -3/4 10 - 3 3 3 MAXIMUM ALLOWABLE SPAN SCHEDULE NEG. DESIGN LOAD IPS?) TYP0 A ALL MOUNTING CONO EXCEPT © \SAV IF _ al TY9E a OE TAX. O OR OCTAIL © M/ 517404 ANGLE ocoutoCO -) /t MAX. D.O. 1FT _ 1N) 179E C O•TAIL DOUBLE AN LE REQUIRED -] /L MAX. B.O. 1FT _ IN) TYPE 0 OCTAII © 9 -)/I6 MAX. 8.0. IFT - MI - 100 13 -1 12 - 13 -1 12-7 )•.0 i] - 1 11 -0 __ 13- 1 _ 11 - too 12-11 10 -0 12-3 _ 10-11 10 0 12 - 4 1 - 9 10 - 4 10 - 0 320 12 -1 9 -4 9 -7 - ) - ) 56.0 11 - 11 9 0 9_ 0 9 - 3 61.S II - 7 • - 7 - 0 • - 10 6)3 11 -6 0 -1 0 - 6 8 -8 66.6 10 11 6 - 3 B - 3 8 - 3 67.S 10 -9 0 -3 0 -3 0 -3 71.2 10 - 3 0- 0 0- 0 0- 2 75.0 9 -8 7 - 0 7 -8 8 -0 11.4 1 - 11 7 -0 7 -0 7 - 4 86.8 0 - 3 6 -7 6- 7 6 -10 91.4 • - 0 6 - 3 6 -3 6- 6 ' 100.0 7-3 3-9 3 -9 6 -0 110.0 6- 7 3- 2 3- 2 3- 3 120.0 6 -1 4- 9 4- 9 5 - 0 1)0.0 . 3 - 4 - 3 4 - 3 4 -7 140.0 3 4 - I 4- 1 4 -3 150.0 4 - 10 3 - 10 3 - 10 4 - 0 160.0 4- 3 -7 3_ 7 3 - 9 170.0 4 -3 3 -4 3 4 ] - 4 180.0 4 -0 3 - 3 - 2 3 -4 190.0 3 -10 3 - 3_0 3 _ 1 200.0 3 - 7 2 - 10 2- 10 3 -0 210.0 3-5 2-0 2-0 2- t0 OL ALT. CLOSURE DETAIL SCALE: 3" • r -0" 1 •2 - ALUM. ANGLE 3 010 TEK SCREWS OR 3- 3/16 - 0 ALUM. DOD RIVETS ITYP.I 2" • 2 •1/8" ALUM. TUBE 6063 -76 ALLOY 2 MIN. FASTENER 92 24 O.C. (USE ANY ANCHOR IN ANCHOR SCHEDULE) tam EITHER CONDITION MAY BE TYPICAL FOR EITHER SLOE 010 TEK SCREW OR 3/16 - m ALUM. POP RIVET 481 24- 0.C. (TYP.) TWO 1/4 - 44 FASTENERS EACH ANGLE (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) CORNER CLOSURE DETAIL SCALE: 3 • r -0 010 • 1/2 GALVANIZED SMS OR 3/16 - 0 ALUM. POP RIVET P le 0.C. 1 • 1" • .055 ; 1 • 2 ■ . 055 - . 2 • 3 • .055 ; 2' • t - ..055 OR 2 • S" • . 125 - AL. ANGLE 10 03R 9• NOTES: I. REFERENCE APPROPRIATE COLUMN IN TABLE 1 BASED ON MOUNTING CONDITION IN FIELD. 2. FOR DESIGN LOADS BETWEEN TABULATED VALUES, USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. 3. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAO TO DETERMINE MAX. SHUTTER SPAN. 4. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. SHUT SEPARA'ION FROM GLASS, OM ALT. CLOSURE DETAIL SCALE: 3" • r -o- SCALE: V • Y-0 2" MIN. 2 • 2 • .12S ALUM. ANGLE CONT. FASTENER co 24" O.C. (USE ANY ANCHOR IN ANCHOR SCHEDULE) 1/4 -20 TRUSS 11E40 BOLTS t NUTS W/. LOCK WASHERS 24 O.C. •10 • 1/2 GALVANIZED SPIS OR )/16 ALUM. POP RIVET C1R 10- O.C. 1- • 1- • .OSS : 1 • 2 • .055 2 - 2 3 - •.055 - ;2 •4 - OR r • S • . 125 - AL. ANGLE EXISTR,G STRUCTURE HALF OF O USE MALE OR FEMALE AS REQUIRED O ALT. CORNER CLOSURE DETAIL MIN. SHUTTER SEPARATION FROM GLASS (SEE SCHEDULE SHEET 5) 0 062" THICK RECESSED SILL 3105 -H32 OR 6063 -T6 ALUM. ALLOY (1/8 BEL04F CONCRETE) 1 -1/4" 1 4 • 4. 4 ,060 - ALTERNATE © FLOOR MOUNT DETAIL SCALE : 3 - . 1' - 0 - 1 /t" MAX. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DA _ _%._ /1 BY PRODUCT C ROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. 0 01/e a' EXISTING STRUCTURE MIN. 3.000 PSI CONCRETE CONCRETE FASTENER @ 8' O.C. ANY SCHEDULED FASTENER IS ACCEPTABLE U 0 2z F ca. W I_ � U Q -0 01 A $ W - fno: Q W t ces = W E.) 48 o _ z > WJ N 3 wz Y z 0 cc 0 2 5 0 6 m U m 0 2 W U J 8 7 U 7 coa Q V.J. KNEZEVICH PROFES=44AL FL License No PE 0010 WIESE CHES'aiii3 JAN 0 0 (a•s■9 V x 1[60•01•d D )4 ` *.•.. l .,p M. -1 99 -816 sheet S of 6 ANCHOR SCHEDULE . FASTENER MAXIMUM SPACING (INCHES) REOUIRED FOR VARIOUS DESIGN LOADS AND SPANS • EXISTING STRUCTURE ANCHOR TYPE LOAD (w) PSF MAX. (SEE NOTE 1) MIN. 2' EDGE DISTANCE MIN. 3' EDGE DISTANCEr SPANS UP TO 5 . -8 .. (SEE NOTE 1) SPANS UP TO 8 • -0 •• (SEE NOTE 1) SPANS UP TO 9 . p .. (SEE NOTE 1) SPANS UP TO 13 . _ 1 .. ( SEE NOTE 1 SPANS uP TO 5• -8.. (SEE NOTE 1) SPANS UP TO 8 -0" (SEE NOTE 1) SPANS UP 1 0 9• -0" (SEE NOTE SPANS uP TO 13'_1 7 (SEE NOTE 1) CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 CONNECTION , 1 TYPE 2 3 L. 5 CONCRETE 1 48.0 12 12 12 7 9 12 12 10 5 7 12 12 9 4 6 6 12 6 3 4 12 12 12 8 11 12 12 12 5 7 12 12 11 5 4 7 12 8 3 L. 62 0 12 12 11 5 7 12 12 8 3 5 9 12 7 3 4 4 11 5 3 12 12 12 6 8 12 12 10 1. 6 10 12 9 4 3 1. 12 7 3 L. ia1111111111111111111=1111111 ►i 1/4"• ITW TAPCON W/ 1 - 1/4 - MIN. EMBEDMENT (MIN. 3,100 P.S.I. CONCRETE) 72.0 92 0 210 0 12 11 4 12 12 11 10 4 7 3 5 6 5 3 8 L. 4 12 11 11 7 5 % 5 % 3 4 3 3 5 4 4 12 11 11 6 5% 5 3 4 3 3 4 4 11 11 11 5 5 / 5 0 3 12 12 12 5 7 9 12 8 3 5 6 12 7 3 7 4 12 7 3 L. 4 3 1 2 4 12 12 9 7 4 5 4 12 7 3 I. 4 12 7 3 4 12 7 3 4 3 4 4 12 7 3 4 4 12 7 3 4 12 7 4 ,t III® 1/4 E LE/ FEMALE "PANEL MATE w/ 1 - 1/4 MIN. EMBEDMENT t 1/4 - 2 0 MACHINE SCREW WITH N (MIH. 3,000 P.S.I. CONCRETE) 4 8.0 12 12 11 7 12 12 8 3 5 12 12 7 5 10 4 12 12 12 6 8 12 12 9 4 5 12 12 8 5 10 5 3 62.0 1212 8 6 11 12 6 4 7 11 5 A 3 8 L. 412 12 10 4 6 12 12 7 3 4 7 11 6). 3 9 4 3 4 ri 3 72.0 12 12 7 3 5 6 11 5 I/3 4 9 4 rd 3 m % 12 12 8 4 5 6 11 6 8 3 4 10 55 3 9 92.0 9 12 5/ 4 3 8 4' 3 8 4 ,/ 3 8 4 %% 9 12 6 3 4 3 9 4% 3 3 9 4 E: 3 9 4 r a 3 210.0 3 8 4 // //, ' %rA 3 8 4; , 3 3 9 4 Ng 3 9 4 % 3 * lilt 1 /4 - m POWERS CALK w/ 7/8" EMBEDMENT & 1/4_20 STAINLESS STEEL. MACHINE SCREW (MIN. 3,000 P.S.I. CONCRETE) -IN 48.0 12 12 12 9 12 12 12 11 6 11 12 12 10 10 10 12 7 7 12 12 12 12 12 12 12 12 12 12 12 12 : r 12 12 11 6 8 62.0 12 12 12 7 12 12 12 9 5 9 12 12 8 8 7 12 6 6 12 12 12 10 12 12 12 12 11 12 12 12 9 12 10 5 7 72.0 12 12 11 6 11 12 12 7 4 7 9 12 7 6 7 12 6 6 12 12 12 9 12 12 12 12 • 9 12 12 11 9 12 10 5 7 92.0 12 12 8 5 8 7 12 6 3 6 7 12 6 6 7 12 6 6 12 12 12 7 10 9 12 10 7 9 12 10 ' 9 12 10 5 7 210.0 7 12 6 3 6 7 12 6 3 6 7 12 6 6 7 12 6 6 9 12 10 5 7 9 12 10 7 9 12 10 9 12 10 5 7 48.0 12 12 12 5 8 12 12 9 4 5 12 12 8 5 5 10 5 A 3 12 12 12 7 9 12 12 11 6 12 12 10 S 11 6 3 3 r - 0 62.0 12 12 10 4 6 3 5 1212 6 11 7 6/3 3 4 7 4 11 10 6/ 5�3 3 3 3 9 9 4 % I. 3 3 12 12 10 12 12 12 12 12 12 10 8 5 5 4 3 / 4 7 6 4 6 1212 7 3 3 12 10 12 8 7 5 7 A 6 5 4 3 4 8 5 3 11 12 11 10 1 7 6 5 6 /I / 21. %I 2 p VOiMIZIOr %� :3 3 3 3 �/��� / 10 10 10 10 5 3 1 /4 POWERS ZAMAC NAIL - IN W/ 1 - 1/8 - MIN. EMBEDMENT (MIN. 3,000 P.S.I. CONCRETE) 72.0 1212 8 //A 5 % 3 rr 5 3 5 0 3 ar • ZII, 92.0 9 12 3 4 3 9 4/ 3 3 9 4 4 3 3 3 3 9 6 4 3 0 4 I G ,. 10. 9 / 4 9 5 • :■.1111111111111111111UIIIIIII1 , 1/4"m ITW TAPCON W/ 1 -1/4- MIN. EMBEDMENT 12 9 5 11 6 3 • 10 10 62.0 12 12 6 3 4 8 8 4 8/9� ®ag% 5 3 • a 12 12 8 3 4 9 9 6 3 5 8 5 72.0 10 10 6 • 3 4 7 4 r d%�eA r dr. 5 3 rard I • 12 12 7 3 4 4 8 5 % ZIN,V 92.0 6 8 4 � A �� Ai 5 3 2,Ei ETA/ �//��� 210.0 5 3 /r�%l/�ei/�dii a aV 5 3 gp%iiZ /��t I/Jw /�tiii�� /3/ 1* lk 1t` 6.a,_ 1/4 ELCO MAL FEMALE "PANELMATE W/ 1-1/4 MIN. EMBEDMENT t 1/4 - 20 MACHINE SCREW WITH NUT 4 8.0 12 12 11 5 7 12 12 8 3 5 12 12 7 4 5 3 5 3 3 3 3 4 10 8 8 8 8 8 4 4 4 4 4l 4 � � 12 12 12 12 12 10 6 4 8 6 12 12 12 12 9 7 5 4 12 7 12 11 8 6 5 3 10 9 5 3 4 0 3 62.0 72.0 12 12 12 12 8 7 4 6 3 5 11 6 12 11 6 S '3 3 4 7 4 11 9 5 4 4 6 �� // 3 G� // rrr 12 9 3 12 1 2 12 9 12 8 6 4 12 4 3 1 6 5 4 6 3 11 9 6/ / 4 3 3 4 3 10 9 5 4 / � " 3 3 9 9 4 0 3 4 3 Y� 92.0 210.0 9 3 12 8 5 4 9 A . ,NEimm;, 4 6 3 12 8 12 4 6 3 4 3 12 8 12 3 8 3 12 9 12 4 10 4 3 6 3 1212 9 4 9 13 rm v_i_ 3 5 9 11 4 • 3 6 3 * Ell CON 71 I 48.0 12 12 62.0 12 12 7 3 5 10 11 5 ' 3 6 10 4' � 3 7 3 %P 12 12 11 5 6 12 12 8 4 7 12 7 3 9 5 %/ 3 1/4 "• POWERS CALK - IN W/ 7/8 EMBEDMENT L 1/4 - 20 STAINLESS STEEL MACHINE SCREW 72 12 12 6 3 4 5 9 4 / 3 4 g 4 009 3 7 3 12 12 10 4 5 7 12 7 4 5 10 6 3 9 5 3 g2.0 8 10 5 3 7 3 3 7 3 10 12 7 3 4 3 9 5 3 3 9 5 3 9 5 3 210.0 48.0 62.0 3 12 11 7 12 11 3 9 7 4 5 3 4 10 7 10 8 6% 5 3 3 9 7 9 3 M 7 6 3 / 4 / 3 9 5/ 3 3 9 5/ 3 3 9 5 3 9 5 6 % 12 12 11 4 5 12 12 8 4 10 10 7 3 7 4 Q 8 4 44 5 3 �/ 12 12 8 3 4 8 9 6 3 5 8 5 �� % 0 4 1/ POWERS zAMAC / 1 -1/8" ,,,,,,,....L ANA/C1-1/8- MIN. EMBEDMENT 72.0 10 10 6 A 3 4 Aff 7 4 of�/dso 5 5 3 3 a m, 11 11 7 3 3 4 8 5 g %u�%/�/m/��n• /O Alit /• 92.0 6 8 4 % /��NZAMI mo //,f�lmerdmed• 210.0 5 3 ', ' m 5 3 FASTENER MAXIMUM SPACING ANCHOR SCHEDULE DESIGN LOADS AND SPANS (INCHES) REQUIRED FOR VARIOUS MIN. 3/4" EDGE DISTANCE LOAD - SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO (W) 5' -8•' 8' -0" 9' -0•' 13• -1•• 1ST JC' ANCHOR TYPE MAX (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) (SEE CONNECTION CONNECTION CONNECTION CONNECTION NOTE TYPE TYPE TYPE TYPE 1) 1 2 3 4 5 1 2 3 4 5 1 2 3 4 5 1 2 3 4 5 000M j MI.111111111111111111111111U1w 48.0 12 12 11 7 12 12 12 8 5 11 12 12 7 4 10 10 12 4 3 7 62.0 12 12 8 5 12 12 12 6 4 8 12 12 5 3 7 7 12 4 6 1 -3 WOOD LAG 1 -3/4/4 - MIN. THREAD D 72 0 12 12 7 5 10 12 12 5 3 7 9 12 4 3 6 7 12 4 6 P PARALLEL ENETRATION OR SHEAR PERP 92.0 12 12 5 3 8 7 12 4 f 6 7 12 4 6 7 12 4 6 TO WOOD GRAIN 210.0 7 12 4 6 7 12 4 6 7 12 4/ 6 7 12 4 6 ANCHOR NOTES: SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1, SHEET 5. 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 WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE CF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6. WHERE EXISTING STRUCTURE IS WOOD FRAMING. WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS. NOT PLYW000. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 1. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING. FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" x 4" (MIN.) W000 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. 1 . 9. /. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 10. * DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW. NUT OR WASHERED WINGNUT. • 11. FOR BUILD -OUT MOUNT SECTION 0 ANCHOR SPACING SHALL NOT EXCEED 8 -1/2" O.C. 12. FOR BUILD -OUT MOUNT SECTION E® ANCHOR SPACING SHALL NOT EXCEED 6" O.C. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT '! L/, BY 9115 Edff✓, PRODUCT C1 "01 DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO 4i 'eV/ cd Zi Ut:2 W I- H 0 _ o Ua C) LO 0 07 c <t1 W ad z _ o W U _ >; W � N o, m Wz Z?, NC W 3 I N z 0 0 CC 0 0 0 Q 0 0 0 Z 4 7 0 0 U } 0 of 0 O U O cl cl V/] J 4 LL m In . m J 1i1d = 2 - cia r/] o in W (11 C 17. Z = N ot y 0. W 0 FL License No PE 001098 V.J. KNEZEV1CH Pn3FESStC t.A. E;.;i,.LL- 99 -816 sheet 6 or 6 COPYRIGHT 0 2000 KNEZEVICH & ASSOCIATES. INC.