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30 NE 99 St (3)Date Legal Description Historically Designated: Yes No X / Tenant Y1 OX . m C(, r'r Master Permit # 1 1 S 5/ / (J Owner's Address ego /V6 q (e ! Phone 0-9 -2S-14- 3 $ 1 Contracting Co. / g ��' r 1 `. C Addre � �1� qq . Qualifier SS# - Phone State # Municipal # Competency # Ins. Co. Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION In 5-4-C,11(n 1 C R cc orck t l L V1 S k i - eA' 4t 4 Nv -, F,r;c aid west- SIdke ok kL-e- Inane/ ?cviels • )11&61(kci - b re_a_r• Square Ft. 3 80 • / 5/ Estimated Cost (value) 5 VaV WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I 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, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. l a4,24. 0( Signature of owner and/ C s s , President Notary as to Owner and/or Condo Pres' My Co FEES: PERMIT APPROVED: Zoning Mechanical PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Job Address .3 .D<�t5 ` Tax Folio Avtrik, ;r1QJ WILMA R. DIXON *4 ,., f,; MY COMMISSION 0 CC 506672 y= ;_ EXPIRES: November 3, 1999 fi tfst Bonded Thm Notary Public Undenvdtere 2S Date Q 30 Date C.C.F. Signature of Contractor or Owner - Builder Date Notary as to Contractor or Owner - Builder Date My Commission Expires: NOTARY — BOND TOTAL DUE Building 1 /(1//474, Electrical cj Plumbing Structural Engineer SteelTech Indusiries, Inc. Date: Dear: STORM PANELS • ACCORDIAN SHUTTERS • STRUCTURAL MEZZANINES • PALLET RACKS We are the Dade County Notice of Acceptance Holder for the 20 Gauge Galvanized Steel Storm Panel under number 98- 0923.05. This letter authorizes &drbcl rd E. M or &re90 r-y M • 441 nclS to use our 20 Gauge Galvanized Steel Storm Panels to be used at the following job: Pablo Debs Vice- President Job Address: .7V NUr}[ s+ q 3.t STREET Miam Sores -FL 33138 Tel: (305) 634 -9995 • Fax: (305) 634 -2727 3750 -A N.W. 46 Street - Miami, Florido 33142 USA Website: www.steeltech2000.com / E-mail: soles @steeltech2000.com Toll Free: 1- 888 -39 -STORM (78676) r � M IAM I-DADE Steel Tech Industries, Inc. 3750 -A NW 46 Street Miami FL 33142 Acceptance No.:98- 0923.05 Expires:11 /09/01 PRODUCT CONTROL NOTICE OF ACCEPTANCE Approved:12 /03/98 -1- MIAMI COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI. FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 CONTRACTOR ENFORCEMENT SECTION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION Your application for Product Approval of: (305) 375 -2902 FAX (305) 372 -6339 20 gauge Galvanized Steel Storm Panel Shutter under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Applicant, (This NOA revues and renews NOA No. 96 0116.02) has been recommended for acceptance by the Building Code Compliance office to be used in Dade County, Florida under the specific conditions set forth on pages 2 et. seq. and the Standard Conditions on page 3. This approval shall not be valid after the expiration date stated below. The Office of Code Compliance 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, the Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The applicant shall re- evaluate this product or material should any ammendments to the South Florida Building Code be enacted affecting this product or material. Tne Building Code Compliance Office reserves the the right to revoke this approval, if it is determined by the Building Code Compliance Office 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. Raul Ro . - guez Product Control Supervisor THIS IS i' Hr. COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. Director Building Code Compliance Dept. Metropolitan Dade County Steel Tech Industries. Inc. 1 . ACCEPTANCE No.: 98- 0923.05 APPROVED EXPIRES : November 9. 2001 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE This revises and renews the Notice of Acceptance No. 96- 0116.02, which was issued on August 8, 1996. It approves a 20 gauge galvanized steel storm panel 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. PRODUCT DESCRIPTION The 20 gauge galvanized steel storn panel shutter and its components shall be constructed in strict compliance with the following. documents: Drawing No. 98-172, titled "20 Ga. Galvanized Steel Storm Panel ", prepared by Knezevich & Associates, Inc., dated July 20, 1998, revision #1 dated November 2, 1998, sheets 1 through 9 of 9, 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 The 20 gauge galvanized steel ST.CM1 panel shutter and its components shall be installed in strict compliance with the approved drawings. �. LABELING Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by 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. Makar, P. E. - Product Control Examiner Product Control Division Steel Tech Industries, Inc. ACCEPTANCE No. : APPROVED EXPIRES NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 98- 0923.05 DEC 0 3 199E November 9, 2001 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 need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEPTANCE / Helmy A. Malcar, P.E. - Product Control Examiner Product Control Division 0 O In m 0 0 .400" I . r 72" (TYP) 1 2.00" 1 20 'h" HEADER SCALE: 3" =1'- 2.016" PRODUCT MARKING PRODUCT MARKING LOCATION (OPTIONAL LOCATION) 12.00" COVERAGE FULL PANEL 1.170 13.50" 12.00" J 30 "U" HEADER 2.016" \.400" 0 STORM PANEL SCALE :3 " =1' -0" 18 " SCALE : 3" = 1'- 0" SCALE : 3" = 1'- 0" GENERAL NOTES: 1. THIS SHUTTER SYSTEM IS DESIGNED IN ACCORDANCE WITH THE SOUTH FLORIDA BUILDING CODE 1994 EDITION. 2. POSITIVE AND NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED FOR SPECIFIC JOBS IN ACCORDANCE WITH ASCE 7 -88 "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES". TABLES SHALL BE REFERENCED AT THE APPROPRIATE DESIGN LOADS. 3. STORM PANELS SHALL BE 20 GAUGE STEEL It = .035 ") CONFORMING TO ASTM A653, STRUCTURAL QUALITY, GRADE 50, G60 GALVANIZED COATING. ALUMINUM EXTRUSIONS SHALL BE 6063 -T6. U.O.N. 4. PRODUCT MARKINGS SHALL BE WITHIN 12" OF ONE END OF THE PANEL WITH A MIN. OF ONE MARKING PER PANEL, AND SHALL BE LABELED AS FOLLOWS: STEELTECH INDUSTRIES, INC. MIAMI, FL DADE COUNTY PRODUCT CONTROL APPROVED 5. ALL BOLTS AND WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 K.S.I. 6. TYPE I & 1I PANELS LESS THAN OR EQUAL TO 88" IN HEIGHT SHALL BE FASTENED AT OVERLAPS AT MIDSPAN W/ 1/4 -20 x 1" SIDEWALK BOLTS W/ DIE CAST ALUMINUM WASHERED WINGNUTS (SEE TYPICAL ELEVATIONS). TYPE I & II PANEL SPANS GREATER THAN 88" BUT LESS THAN 144 ", USE FASTENERS AT 1/3 SPANS. FOR TYPE I & II PANEL SPANS LESS THAN 33" FASTENERS ARE NOT REQUIRED. TYPE III & IV, NO BOLTS AT PANEL OVERLAPS ARE REQUIRED. 7. MATERIAL SPECIFICATIONS NOTED HEREIN ARE THE MANUFACTURER'S REPRESENTATION OF MATERIALS USED IN PRODUCT TESTING. 8. THE DETAILS AND SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS TESTED FOR IMPACT, CYCLIC AND UNIFORM STATIC AIR PRESSURE TESTING IN CONFORMANCE WITH DADE COUNTY PROTOCOLS PA 201. 203, AND 202. REFERENCE CONSTRUCTION TESTING CORPORATION (CTC) TEST REPORTS No. 95 -007, No. 95- 026,96 -006 AND 96 -006R. 9 . TOP & BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE. 10. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. EMBEDMENT LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER FINISHES. 11. AT LEAST ONE WARNING NOTE PER OPENING SHALL BE PLACED IN A CONSPICUOUS LOCATION ON ANY OF THE COMPONENTS OF STORM PANEL SYSTEM ADVISING THE HOME OWNER OR TENANT THAT THE STORM PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS ALL REINFORCING BOLTS ARE PROPERLY INSTALLED AS SHOWN ON THESE APPROVED DRAWING. 11/09/98 1 .751 6.00" COVERAGE 7.50" HALF PANEL �o 666" o 122" (TYP 2.000 "I HORIZONTAL LEG OPTIONAL (LEFT OR RIGHT) ® OPTIONAL ANGLE 50 ANGLE in 1/4 -20 X 3/4" MIN. 1 PUNCHED INTO ANGLE (SEE DETAILS FOR SPACING) 240 " NI 2.00" 11 ® STUDDED ANGLE SCALE : 3" = 1'- 0" -120" TYP. VARIES: 5.25" MAX. SCALE : 3" = 1'- 0" (ZAMAC 3 ALLOY) 07 WASHERED WINGNUT SCALE : HALF SIZE FASTENER @ 12" O.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 100 PSF & @ 6" O.C. FOR DESIGN LOADS GREATER THAN 100 PSF & LESS THAN CR EQUAL TO 200 PSF. OVERLAP FASTENERS TYP. (SEE NOTE # 6) TOP MOUNT I(PERP. W J J Q I- F Z W O Z W J J f- ALUM. ANGLE CLOSURE PIECE: 1" x 2" x .125" MIN. TO 2" x 5" x .125" MAX. EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. (SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE) 12" (TYP WIDTH UNLIMITED TO PANEL SPAN) SECTION 6" OVERLAP FASTENERS (SEE PLAN VIEW & NOTE 6) TYPICAL ELEVATION - TYPE I WIDTH UNLIMITED l (PERP. TO PANEL SPA TOP SECTION r `' TYPICAL ELEVATION - TYPE III (NO BOLTS REQUIRED TO HOLD PANEL SEAMS TOGETHER FOR THESE MOUNTING CONDITIONS.) EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. (SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE) BOTTOM MOUNT TOP MOUNT OR DIRECT MOUNT BOTTOM MOUNT MOUNT ALUM. ANGLE CLOSURE PIECE: CONTINUOUS FROM TOP TRACK THROUGH BOTTOM TRACK 1" x 2" x .125" MIN. TO Z" x 5" x .125" MAX. SECTION A SCALE: 1 -1/2" = 1' -0" X Q� F WIDTH UNLIMITED ( PERP. TO PANEL SPAN 1 f tl 6 CC 0 EE cc 0 J 4 v F (CrYA (PERP. TO PANEL SPAN 12" (TYP) WIDTH UNLIMITED SECTION A BOTTOM MOUNT OR DIRECT MOUNT OVERLAP FASTENERS (SEE PLAN VIEW & NOTE 6) TYPICAL ELEVATION - TYPE I1 OUNT OR DIRECT MOUNT TYPICAL ELEVATION - TYPE IV TOP MOUNT OR DIRECT MOUNT `— FASTENER @ 12" O.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 100 PSF & @ 6" O.C. FOR DESIGN LOADS GREATER THAN 100 PSF & LESS THAN OR EQUAL TO 200 PSF. 1• 1 -1/2" MIN. 1/2" MIN. OVERLAP APPROVED AS COMPLYING W?TH THE SOUTH FLORIDA BUILDING CODE DAT , 3 19 BY PRODUCT CO ''OL DIV•.S.ON BUILDING CODE COMPLIANCE OFFt ACCEPTANCE NO. Dq 23 • W W N Z J Q Ch- aC O W o P - N L_J assign by 1 VA( ck.Cked I vx baring no. 98 -172 shoot t .f1 ti j g• r E., no doh. by description COPYRIGHT 1998 KNEZEVICH & ASSOCIATES. INC. MAX. PANEL LENGTH (SEE TABLE (VERTICAL OR HORIZONTAL) PANEL LENGTH MAX. PANEL f. . L IVER i ICA!. OR , . n 0 O In m 0 0 .400" I . r 72" (TYP) 1 2.00" 1 20 'h" HEADER SCALE: 3" =1'- 2.016" PRODUCT MARKING PRODUCT MARKING LOCATION (OPTIONAL LOCATION) 12.00" COVERAGE FULL PANEL 1.170 13.50" 12.00" J 30 "U" HEADER 2.016" \.400" 0 STORM PANEL SCALE :3 " =1' -0" 18 " SCALE : 3" = 1'- 0" SCALE : 3" = 1'- 0" GENERAL NOTES: 1. THIS SHUTTER SYSTEM IS DESIGNED IN ACCORDANCE WITH THE SOUTH FLORIDA BUILDING CODE 1994 EDITION. 2. POSITIVE AND NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED FOR SPECIFIC JOBS IN ACCORDANCE WITH ASCE 7 -88 "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES". TABLES SHALL BE REFERENCED AT THE APPROPRIATE DESIGN LOADS. 3. STORM PANELS SHALL BE 20 GAUGE STEEL It = .035 ") CONFORMING TO ASTM A653, STRUCTURAL QUALITY, GRADE 50, G60 GALVANIZED COATING. ALUMINUM EXTRUSIONS SHALL BE 6063 -T6. U.O.N. 4. PRODUCT MARKINGS SHALL BE WITHIN 12" OF ONE END OF THE PANEL WITH A MIN. OF ONE MARKING PER PANEL, AND SHALL BE LABELED AS FOLLOWS: STEELTECH INDUSTRIES, INC. MIAMI, FL DADE COUNTY PRODUCT CONTROL APPROVED 5. ALL BOLTS AND WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 K.S.I. 6. TYPE I & 1I PANELS LESS THAN OR EQUAL TO 88" IN HEIGHT SHALL BE FASTENED AT OVERLAPS AT MIDSPAN W/ 1/4 -20 x 1" SIDEWALK BOLTS W/ DIE CAST ALUMINUM WASHERED WINGNUTS (SEE TYPICAL ELEVATIONS). TYPE I & II PANEL SPANS GREATER THAN 88" BUT LESS THAN 144 ", USE FASTENERS AT 1/3 SPANS. FOR TYPE I & II PANEL SPANS LESS THAN 33" FASTENERS ARE NOT REQUIRED. TYPE III & IV, NO BOLTS AT PANEL OVERLAPS ARE REQUIRED. 7. MATERIAL SPECIFICATIONS NOTED HEREIN ARE THE MANUFACTURER'S REPRESENTATION OF MATERIALS USED IN PRODUCT TESTING. 8. THE DETAILS AND SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS TESTED FOR IMPACT, CYCLIC AND UNIFORM STATIC AIR PRESSURE TESTING IN CONFORMANCE WITH DADE COUNTY PROTOCOLS PA 201. 203, AND 202. REFERENCE CONSTRUCTION TESTING CORPORATION (CTC) TEST REPORTS No. 95 -007, No. 95- 026,96 -006 AND 96 -006R. 9 . TOP & BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE. 10. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. EMBEDMENT LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER FINISHES. 11. AT LEAST ONE WARNING NOTE PER OPENING SHALL BE PLACED IN A CONSPICUOUS LOCATION ON ANY OF THE COMPONENTS OF STORM PANEL SYSTEM ADVISING THE HOME OWNER OR TENANT THAT THE STORM PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS ALL REINFORCING BOLTS ARE PROPERLY INSTALLED AS SHOWN ON THESE APPROVED DRAWING. 11/09/98 1 .751 6.00" COVERAGE 7.50" HALF PANEL �o 666" o 122" (TYP 2.000 "I HORIZONTAL LEG OPTIONAL (LEFT OR RIGHT) ® OPTIONAL ANGLE 50 ANGLE in 1/4 -20 X 3/4" MIN. 1 PUNCHED INTO ANGLE (SEE DETAILS FOR SPACING) 240 " NI 2.00" 11 ® STUDDED ANGLE SCALE : 3" = 1'- 0" -120" TYP. VARIES: 5.25" MAX. SCALE : 3" = 1'- 0" (ZAMAC 3 ALLOY) 07 WASHERED WINGNUT SCALE : HALF SIZE FASTENER @ 12" O.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 100 PSF & @ 6" O.C. FOR DESIGN LOADS GREATER THAN 100 PSF & LESS THAN CR EQUAL TO 200 PSF. OVERLAP FASTENERS TYP. (SEE NOTE # 6) TOP MOUNT I(PERP. W J J Q I- F Z W O Z W J J f- ALUM. ANGLE CLOSURE PIECE: 1" x 2" x .125" MIN. TO 2" x 5" x .125" MAX. EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. (SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE) 12" (TYP WIDTH UNLIMITED TO PANEL SPAN) SECTION 6" OVERLAP FASTENERS (SEE PLAN VIEW & NOTE 6) TYPICAL ELEVATION - TYPE I WIDTH UNLIMITED l (PERP. TO PANEL SPA TOP SECTION r `' TYPICAL ELEVATION - TYPE III (NO BOLTS REQUIRED TO HOLD PANEL SEAMS TOGETHER FOR THESE MOUNTING CONDITIONS.) EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. (SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE) BOTTOM MOUNT TOP MOUNT OR DIRECT MOUNT BOTTOM MOUNT MOUNT ALUM. ANGLE CLOSURE PIECE: CONTINUOUS FROM TOP TRACK THROUGH BOTTOM TRACK 1" x 2" x .125" MIN. TO Z" x 5" x .125" MAX. SECTION A SCALE: 1 -1/2" = 1' -0" X Q� F WIDTH UNLIMITED ( PERP. TO PANEL SPAN 1 f tl 6 CC 0 EE cc 0 J 4 v F (CrYA (PERP. TO PANEL SPAN 12" (TYP) WIDTH UNLIMITED SECTION A BOTTOM MOUNT OR DIRECT MOUNT OVERLAP FASTENERS (SEE PLAN VIEW & NOTE 6) TYPICAL ELEVATION - TYPE I1 OUNT OR DIRECT MOUNT TYPICAL ELEVATION - TYPE IV TOP MOUNT OR DIRECT MOUNT `— FASTENER @ 12" O.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 100 PSF & @ 6" O.C. FOR DESIGN LOADS GREATER THAN 100 PSF & LESS THAN OR EQUAL TO 200 PSF. 1• 1 -1/2" MIN. 1/2" MIN. OVERLAP APPROVED AS COMPLYING W?TH THE SOUTH FLORIDA BUILDING CODE DAT , 3 19 BY PRODUCT CO ''OL DIV•.S.ON BUILDING CODE COMPLIANCE OFFt ACCEPTANCE NO. Dq 23 • W W N Z J Q Ch- aC O W o P - N L_J assign by 1 VA( ck.Cked I vx baring no. 98 -172 shoot t .f1 ti j g• r E., no doh. by description COPYRIGHT 1998 KNEZEVICH & ASSOCIATES. INC. MAX. PANEL LENGTH (SEE TABLE (VERTICAL OR HORIZONTAL) PANEL LENGTH MAX. PANEL 11/63/98 12 EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED. (TABLE 2) GLASS OR DOOR EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE GLASS OR DOOR EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE ANGLE TO WALL DETAIL WALL MOUNT SECTION 0 CONT. (TYP. TOP & BOTTOM 7 CONT SCALE : 3" = 1' -0" FINISH MATERIAL STUCCO, AND /OR PLYWOOD FASTENER. SEE ANCHOR SCHEDULE. REF. CONNECTION °TYPE 4• a 1/4 -20 MACHINE ••• } BOLT & NUT SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED. (TABLE 2) i•c - 1/4 -20 MACHINE BOLT & NUT @ 6" O.C. FASTENER. SEE ANCHOR SCHEDULE REF. CONNECTION 'TYPE 4' SCALE : 3" • 1' -0" FINISH MATERIAL STUCCO, AND /OR PLYWOOD FASTENER. SEE ANCHOR SCHEDULE REF. CONNECTION'TYPE 2' @ 12" O.C. O 1/4" MAX. PANEL TO ANGLE DETAIL SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED. (TABLE 2) 1/4 -20 MACHINE BOLT FASTENER. SEE & WINGNUT @ 6" O.C. REF CONNECT ON 4" FOR TYPE I & II AND @12 "O.C. FOR TYPE III &IV NOTE: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS. 1/4" MAX. x SIDE CLOSURE REQ'D. (SEE PLAN VIEW SEC. A /1) (MAX. DESIGN LOAD = '130 P.S.F. ) -100 P.S.F. l BUILD -OUT MOUNT SECTION GLASS OR DOOR SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED. (TABLE 2) GLASS OR DOOR 1/4 -20 MACHINE BOLT & WINGNUT @ 6" O.C. FOR TYPE I & II AND @ 12" O.C. FOR TYPE 111 & IV FASTENER. SEE ANCHOR SCHEDULE REF. CONNECTION•TYPE 4" WOOD FRAMING FASTENER. SEE ANCHOR SCHEDULE, REF. CONNECTION 'TYPE 3" EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE - PLYWOOD AND STUCCO FINISH SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED. (TABLE 2) 1/4" MAX. WOOD CEIUNG✓INSIDE MOUNT SECTION SCALE : 3" = 1• -0" EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE a:aC91121. PLYWOOD AND STUCCO FINIS CONT. ()CONT. GLASS OR DOOR ©CONT. WOOD FRAMING (TYP.) ANGLE TO WALL DETAIL ‘47/ WALL MOUNT SECTION SCALE : 3" = 1' -0" EDGE DIST / SCALE : 3" = 1 -0" USE REMOVABLE ANCHORS ONLY @ 6" O.C. MAX. FOR TYPE I & II AND @ 12" O.C. MAX. tOR TYPE III & IV, BUT DO NOT EXCEED ANCHOR SCHEDULE SPACING. FASTENER SEE ANCHOR SCHEDULE REF. CONNECTION 'TYPE 1' (LOCATE FASTENER IN NARROW PORTION OF KEYHOLE SLOT) 1/4" MAX. FASTENER. SEE REF H CONNECTION •YYPE 3' CEIUNG/INSIDE MOUNT SECTION J W in s z J J W z a X z FASTENER. SEE REF. HOR CONNECTION 3' • 1/4 -20 MACHINE BOLT & WINGNUT @ 6" O.C. FOR TYPE I & 11 AND @ 12" O.C. FOR TYPE 111 & IV PANEL TO ANGLE DETAIL 1/4" MAX. EXISTING STUCCO FINISH (TYP.) BY 1/4 -20 MACHINE BOLT & WINGNUT dal 6" O.C. FOR TYPE 1 &II AND @12" O.C. FOR TYPE III & IV W m z W APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DA C.QA*42.yl 03 • f - z J J W z 0. X z -J m W W 0 9 PRODUCT CON. r 01. DIV.S:ON BUILDING CODE CO.MIPLIANCE 0 CE ACCEPTANCE N0. V - 01 23 • a z PI PI < 0 o J LL O • A O N O E J h > m Ft i _; mm Y 0 o: a • ▪ < • L W W N ct J LC Oy W O I „ • N • c 0 • • SERMISIZINIZIO 3 4 • • Onion W )(c.•ck.• s� vac 11 Y.M drawing no. 98-172 SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED. " ' (TABLE 2) GLASS OR DOOR PLYWOOD AND STUCCO FINISH 2" x 6" P.T. WOOD BLOCKING WALL MOUNT SECTION (BOTTOM) 0 SCALE : 3" = 1' -0" 1/4 -20 S.S. BOLT & WINGNUT @ 12" O.C. MIN. 2" x 2" x .125" MAX. 4" x 4" x .125" CONT. 6063 -T6 ALUM. ALLOY OR 18 GAGE GALV. STEEL ANGLE CORNER DETAIL O SCALE : 3" = 1' -0" STORM PANEL is= a H Z W J J W Z a X CONT. F (MAX. DESIGN LOAD ± 72 PSF) NOTE: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS. 1/4 -20 MACHINE BOLT & WINGNUT @ 6" O.0 FOR TYPE I & 11 AND @ 12" O.C. FOR TYPE III & IV ©CONT. FOR WOOD BLOCKING USE 1/4 ". S.S. LAG SCREW W/ 1 -1/2" PENETRATION INTO WOOD BLOCKING @ 12" O.C. TWO 1/4 ". S.S. LAG SCREW @ 24" O.C. MAX. W/ 1 -3/4" PENETRATION IN CENTER OF STUDS STORM PANEL THREE 1/4 "m WOOD LAG SCREWS W/ 2 -1/2" MIN. EMBED. @ 24" O.C. MAX. CONT. 6" x .250" ALUM. PLATE ACROSS WOOD JOIST OR ROOF TRUSS PROVIDE CONT. PLATE WHERE TRACK ENDS BETWEEN TRUSSES GLASS OR DOOR x SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED (TABLE 2) SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED. (TABLE 2) © CONT. 1/4 -20 MACHINE BOLT & NUT @ 12" O.C. CONT. (TYP. OP & BOTTOM SCALE 3" = 1' -0" (MAX. DESIGN LOAD s 72 PSF) `, O SOFFIT CONNECTION DETAIL SCALE : 3" = 1' -0" FASTENER. SEE REF. ANCHOR CONNECTION ON" YYPE 4' FINISH MATERIAL STUCCO, AND /OR PLYWOOD EXISTING CONCRETE, SEE MIN. STORM HOLLOW BLOCK OR PANEL SEPARATION WOOD FRAMING. SEE FROM GLASS SCHED. ANCHOR SCHED. BASED (TABLE 2) ON TYPE OF STRUCTURE SIDE CLOSURE REQ'D. (SEE PLAN VIEW SEC. A / 1) GLASS OR DOOR NOTE: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS. ALT. BUILD -OUT MOUNT SECTION EXISTING CONCRETF, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE WOOD ROOF TRUSS OR FRAMING MEMBER #14. SMS BETWEEN TRUSSES @ 12" O.C. FINISH MATERIAL STUCCO. AND /OR PLYWOOD 1/4" MAX. J W Z Q O. X Q 1 N a0 a H l7 Z W J J CO Q 1- W N USE REMOVABLE ANCHORS ONLY @ 6" O.C. MAX. FOR TYPE 1 & 11 AND @ 12" O.C. MAX. FOR TYPE III & IV, BUT DO NOT EXCEED ANCHOR SCHEDULE SPACING. FASTENER SEE ANCHOR SCHEDULE REF. CONNECTION TYPE 1' (LOCATE FASTENER IN NARROW PORTION OF KEYHOLE SLOT) EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE 1/4 -20 MACHINE BOLT & WINGNUT @ 6" O.C. FOR TYPE I & 11 AND @ 12" O.C. FOR TYPE III & IV SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED (TABLE 2) ANGLE BUILD -OUT SCALE : 3" = FINISH MATERIAL STUCCO, AND /OR PLYWOOD O DIRECT MOUNT DETAIL SCALE : 3" = 1' -0" FINISH MATERIAL STUCCO, AND /OR PLYWOOD FASTENER. SEE REF. ONNECTION 9'YPE 4' 2" x 3" x 1/8" CONT. ANGLE OR 2" X 5" x 1/8" ANGLE 6063 -T6 ALUM. W/ 1/4" 0 THRU BOLT TO HEADER @ 12" O.C. 1/2" / sEn. 1/4" MAX. 0 S w I Z . r• a . Z X I— < z J AP OVED AS COMPLYING WTH TIE SOUTH FLORIDA BUILDING CODE (MAX. DESIGN LOAD c 72 PSEIT ' J ! L, BY PRODUCT CONT'' *D!V!S,ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE N05% " 0 -0o W p in H u • N • g an o DJ OM CO N e a • .. J on _ >u • m IL >; < W w In W 0 0 _ Z t 4 < I • c e a • L c 0 g • • c shin, 3 of BEAM SCHEDULE DESCRIPTION PANEL LENGTH, BEAM SPAN 2" x 5" 5 -0" 9' -5" Tw = .125" 8' -0" 8' -1' Tf = .125" 11/09/98 12:19 „,11m ,on,aumn ,.n.n;um um. v .: ,aa,, ■ EXISTING CONCRETE OR HOLLOW BLOCK SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE WOOD FRAMED POCKET CLOSURE FOR SLIDING DOOR 1 -1/2" 5" TO 10" • MIN. I- O SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED. (TABLE 2) 1/4 "45 THRU BOLT ANGLE TO ANGLE CONNECTION @ 12" O.C. 2" x 2" x .093" STUDDED ANGLE EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE O ANGLE BUILD -OUT SCALE / 3 • 1•-0" PLYWOOD & STUCCO FINISH (MAX. DESIGN LOAD x 72 PSF) O POCKET DOOR DETAIL L SCALE : 3" = 1' -0" FASTENER. SEE ANCHOR SCHEDULE, REF. CONNECTION 'TYPE 4' 2 " "x1/8" OR2 "x 5" x 1/8" CONT. ANGLE 6063 -T6 ALUM. (TYP. TOP & BOTTOM) NOTES THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. 1/2 -13 MACHINE SCREW NUT 1/2 "0 POWERS RAWL CALK -IN @ 12" O.C. W/ 1/2 -13 MACHINE SCREW 2" x 3" x 1/8" CONT. 6063 -T6 ALUM. ANGLE W/ 1/4" m THRU BOLT TO HEADER @ 12" O.C. 1/4" MAX. J W z Q a X E it L7 z W -J EXISTING CONCRETE OR HOLLOW BLOCK SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED. (TABLE 2) GLASS OR DOOR 2" x 2" x .093" ALUM. STUDDED ANGLE r w #12 SMS @ 12" O.C. 2" x 4" x 1/8" CONT. 3/4" PLYWOOD ALUM. TUBE (6063 -T6) 1/4 "0 POWERS RAWL CALK -IN @ 5" O.C. WITH 7/8" MIN. EMB. IN CONC. OR HOLLOW BLOCK OR 1/4 "O LAG SCREW @ 12" O.C. W/ 1 -1/2" MIN. EMB. IN WOOD. WOOD SHALL BE OF SPECIFIC GRAVITY G OF 0.55 OR GREATER 1/2 "0 THRU BOLT @ 12" O.C. 1/4 "0 POWERS RAWL CALK -IN @ 12" O.C. WITH 7/8" MIN. EMB. IN CONC. OR HOLLOW BLOCK OR 1/4 "G LAG SCREW EXISTING CONCRETE. WOOD SHALL BE OF S ECIF C MB. IN WOOD. HOLLOW BLOCK OR GRAVITY G OF 0.55 OR GREATER WOOD FRAMING. SEE , ANCHOR SCHED. BASED '- 2" x 2" x 1/8" CONT. ALUM. ANGLE 6063 -T6 ON TYPE OF STRUCTURE (MAX. DESIGN LOAD ± 72 PSF) ® °PASS THRUM DETAIL SCALE : 3" = 1' -0" FINISH MATERIAL, STUCCO AND /OR PLYWOOD ALT. LEG DIRECTION TWO -1/4 ". THRU BOLTS i T 2" x 3" x 1/4" x 0' -8" " 6063 -T6 ALUM. ANGLE THREE 5/16"0 POWERS RAWL CALK -IN @ 3 -1/8" O.C. W/ 1 MIN. EMBED. IN CONC. OR HOLLOW BLOCK W / .3 -3/4" MIN. EDGE DIST. (MAX. DESIGN LOAD s 72 PSF) HEADER MOUNT DETAIL SCALE : 3" = 1' -0" ALUM. BEAM (SEE BEAM SCHEDULE BELOW FOR BEAM DESCRIPTION & Tf MAX. HORIZONTAL SPANS) J W z 4 a. X 4 E e s L7 z W J SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED. (TABLE 2) 2" x 2" x .093" STUDDED ANGLE MAX. 1/8" TILE FINISH MATERIAL EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE s�o AH I I 1" x 3 "' I x .055" 6063 -T6 ALUM. TUBE 2"x3" FINISH MATERIAL, STUCCO AND /OR PLYWOOD r EDGE MOUNT DETAIL SCALE : 3" = 1' -0" X Q E 5/16" 0 POWERS RAWL CALK -IN @ 5" O.C. W/ 1" MIN. EMB. INTO CONC. OR HOLLOW BLOCK. 2" x 5" x 1/8" CONT. ANGLE 6061 -T6 ALUM. W/ EXISTING CONCRETE 1/4 "� STUD @ 12" O.C. OR HOLLOW BLOCK SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE NOTES THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. (MAX. DESIGN LOAD x 72 PSF) © HEADER MOUNT DETAIL SCALE : 3" = 1' -0" APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT -? 03 1 •�� BY PRODUCT CO OL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. q "f)S 1 3 19 5 � FASTENER. SEE ANCHOR SCHEDULE. REF. CONNECTION "TYPE 2" 1/4" MAX. z a 0) r W 0 ♦ J 0 0 0 Z • M 07 cc .0 = W i a o 2 Z M O • • • 0 m T p on o . o 0 4 In • W N � r • 0 CC W " 7 O < O h • 0 . 4 5' 0 a 0 c s a • • a • V C • • w (atati • by VAC $1-0' reD CO CD CO CD Z _ iQ CO drown by 1 vsc drawn* no. 98-172 I .hoot 4 .1 11 ) BEAM SCHEDULE DESCRIPTION PANEL LENGTH BEAM SPAN 2" x 5" 5' -0» 9' - 5» Tw =.125" 8' -0" 8' -1" Tf = .125" TRAP MOUNT DETAIL SCALE : 3" = 1' -0" 11 109 /913 12:20 FINISH MATERIAL STUCCO, AND /OR PLYWOOD EXISTING CONCRETE OR HOLLOW BLOCK. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE EXISTING CONCRETE OR HOLLOW BLOCK. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE FINISH MATERIAL STUCCO, AND /OR PLYWOOD FASTENER. SEE ANCHOR SCHEDULE REF. CONNECTION "TYPE 3' 1/4 " -20 STUD & WING NUT @ 6" O.C. FOR TYPE I & II AND @ 12" O.C. FOR TYPE III & IV 2" x 5" MAX. x .093" STUDDED ANGLE FASTENER. SEE REF CONNECTION "TYPE -J W Z Q X Q z 1 1" x 2" I x .055" 6063 -T6 ALUM. TUBE 2 "x2" W W.. 1 MIN., _ -J 1/4" -20 STUD & m Q WINGNUT. PANEL Z F. PANEL TO ANGLE CONNECTION @ 6" O.C. "OR2' 2" x 5" MAX. x .093" STUDDED ANGLE ALT. TRAP MOUNT DETAIL O SCALE : 3" = 1' -0" 2 "x2 "x.093" STUDDED ANGLE 1/4 "0 MACHINE BOLT NOTE: THIS DETAIL MAY BE USED AT • TOP OR BOTTOM OF PANEL. 0 2" x 2" ALUM. TUBE BUILD -OUT SCALE : 3" = 1' -0" EXISTING CONCRETE OR HOLLOW BLOCK. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE FINISH MATERIAL STUCCO, AND /OR PLYWOOD FASTENER. SEE ANCHOR CONNECTION L T 'TYPE PE 3' O L 2 "x 2" x.093" STUDDED ANGLE 1/4" -20 STUD & WING NUT (al 6" O.C. FOR TYPE I & II AND @ 12" O.C. FOR TYPE III & IV THREE 5/16 "0 POWERS RAWL CALK -IN @ 3 -1/8" O.C. W/ 1 MIN. EMBED. IN CONC. OR HOLLOW BLOCK W/ 3 -3/4" MIN. EDGE DIST. FINISH MATERIAL STUCCO, AND /OR PLYWOOD 1/4"m THRU BOLT @ 12" O.C. ANGLE TO ANGLE CONNECTION 2 "x3" 2" x 6" x 1/8" 2" x 5" 6063 -T6 ANGLE FASTENER. SEE ANCHOR SCHEDULE, REF. CONNECTION TYPE 3• EXISTING CONCRETE OR HOLLOW BLOCK. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE x 2 "x .093" STUDDED ANGLE NOTE: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. (MAX. DESIGN LOAD x 72 PSF) O STORM PANEL SUPPORT BEAM SCALE : 3" = 1' -0" 2" MIN. ALUM. BEAM (SEE BEAM SCHEDULE BELOW FOR Tf BEAM DESCRIPTION & MAX. HORIZONTAL SPANS) 2" x 3" x 1/4" x 0' -8" 6063 -T6 ALUM. ANGLE TWO -1/4"0 THRU BOLTS ALT. LEG DIRECTION EDGE DIST. SCALE : 3" = 1' -0" *12 SMS @ 12" O.C. J W Z Q 0. X Q f NON- STRUCTURAL 1/4 " -20 STUD & WING NUT @ 6" O.C. FOR TYPE I & II AND @ 12" O.C. FOR TYPE III & IV 2" x 2" x .093" STUD ANGLE NOTE: THIS DETAIL MAY BE USED APPROVED COMPLYING WITH THE AI.- TOP OR BOTTOM OF PANEL. FLORIDA BUILDING CODE DAT DAT 4a0•ALIA BY STORM PANEL BUILD -OUT PRODUCT CO ' L DIY ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.�C'OQ23 -Ob sc d O V • o 0 a4 � W 0 • LL W N U . Z 0 a a , 0 • d c 0 co • ID W " IC • < • 1.: .6" • f X _ > in< U E IL O 0 > > < m W ? u W O el Z • X < s W W fV Z z a J t>C <0 Cf3 W OW N y • • C 0 a i C A • • • 0 1!i • 0 design 071 vac C FA NS CD co 9 1 co w to 2 Cr) [w ed ° vac 4 ar00409 110. 98-172 • oMef5 POSITIVE DESIGN LOAD (PSF) TYPE I TYPE II TYPE III TYPE IV NEGATIVE DESIGN LOAD W (PSF) "U" & "H" HEADERS WITH STUD SILLS @ 6" O.C. OR "F" TRACK WITH BOLTS @ 6" O.C. II FOR STUDDED ANGLE MOUNTS, "F" TRACK MOUNTS W/ STUDS @ 6" O.C. & DIRECT MOUNTS W/ ANCHORS @ 6" O.C. (TOP & BOTTOM) see "U" Sr "H" HEADERS WITH STUD SILLS @ 12" O.C. OR "F" TRACK WITH BOLTS @ 12" O.C. sir lie FOR STUDDED ANGLE MOUNTS. "F" TRACK MOUNTS W/ STUDS @ 12" O.C. & DIRECT MOUNTS W/ ANCHORS @ 12" O.C. MAX. (TOP & BOTTOM) it tAr 2 -5/8 L MAX. (FT -IN) L MAX. (FT -IN) L MAX. (FT -IN) L MAX. (FT -IN) 30.0 8 -8 12 -0 8 -8 12 -0 40.0 8 -8 11 -10 8 -8 11 -6 50.0 8 -8 11 -1 8 -8 10 -3 60.0 8 -8 10 -2 8 -8 9 -4 70.0 8 -8 9 -5 8 -8 8 -8 80.0 8 -6 8 -9 8 -1 8 -1 90.0 8 -0 8 -3 7 -2 7 -8 100.0 7 -4 7 -10 6 -6 7 -3 110.0 6- 8 7- 6 5- 10 6- 11 120.0 6 -2 7 -2 5 -5 6 -7 130.0 5 -7 6 -10 5 -0 6 -4 140.0 5 -3 6 -7 4 -7 6 -1 150.0 4 -10 6 -5 4 -3 5 -11 160.0 4 -7 6 -2 4 -0 5 -9 170.0 4 -4 5 -10 3 -9 5 -7 180.0 4 -0 5 -6 3 -7 5 -5 190.0 3 -10 5 -3 3 -5 5 -3 200.0 3 -8 4 -11 3 -3 4 -11 210.0 3- 6 4- 9 3- 1 4- 9 220.0 3 -4 4 -6 2 -11 4 -6 230.0 3 -2 4 -4 . 2 -9 4 -4 POSITIVE DESIGN LOAD (PSF) ACTUAL SHUTTER SPAN (L) (FT -IN) MINIMUM SEPARATION FOR INSTALLATIONS 30' OR LESS ABOVE GRADE (INCHES) MINIMUM SEPARATION FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE (INCHES) 5 - 0 2 -5/8 1 -1/8 30.0 7 - 4 2 -5/8 1 -3/8 11 - 3 1/2 2 -7/8 2 -1/4 12 - 0 3 -1/4 2 -5/8 40.0 5 - 0 2 -5/8 1 -1/8 7 - 4 2 •5/8 1 -3/8 11 - 3 1/2 2 -7/8 2 - 5/8 11 - 10 3 -1/4 3 50.0 5 - 0 2 -3/4 1 -1/8 7 - 4 2 -3/4 1 -1/2 11 -2 3 3 60.0 5 - 0 2 -5/8 1 -1/4 7 - 4 2 -5/8 1 -1/2 10 -8 3 3 70.0 5 - 0 2 -5/8 1 -1/4 7 - 4 2 -5/8 1 -5/8 10 -3 3 3 80.0 5 - 0 2 -5/8 1 -1/8 7 - 4. 2 -5/8 1 -5/8 9 -11 3 3 - 90.0 -- - 4- 0 ------ - - - - -- - -- - - - -- -- 2 -5/8 - - - -- - - -- -- - - - -- - - - - -- 1 -1/8 7 - 4 2 -5/8 1 -3/4 9 -7 3 3 100.0 4 - 0 2 -5/8 1 -1/8 7 - 4 2 -5/8 1 -7/8 9 -1 3 3 110.0 4 - 0 - - 1-1)'8 1 -1/8 7 - 4 2 -5/8 1 -1/2 8 -8 3 3 120.0 4 - 0 2 -5/8 1 -1/8 7 - 4 2 -5/8 1 -1/2 8 - 4 2 -7/8 2 -5/8 11 09 98 12:21 TABLE 1 - STORM PANEL SCHEDULE TABLE 1 AND 2 NOTES: 1. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAX. ALLOWABLE STORM PANEL SPAN. 2. FOR DESIGN LOADS BETWEEN TABULATED VALUES, USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE MAX. ALLOWABLE STORM PANEL SPANS. 3. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. STORM PANEL SEPARATION FROM GLASS. 4. +le = FOR TYPE I & II - BOLTS REQUIRED @ MIDSPAN TO HOLD PANEL SEAMS TOGETHER. aec = FOR TYPE III & IV - NO BOLTS REQUIRED TO HOLD PANEL SEAMS TOGETHER. TABLE 2 - SEPARATION FROM GLASS SCHEDULE APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT BY r11111EM'7iK, PRODUCT COI L DIVISION BUILDING CODE G COMPUANCE OFFI ACCEPTANCE N0. 1� - o c l a 3 -1!) 5 o � • Cf; N E � W o J - r LL W _ J N U O • % z cc • • a 0 o M N • o CO • E 71 also • I t7 • = • iY ao- f O m N Z W z m,n W o ine Z �z � E W W wz za. Jr CD W o w N y e 0 n A • • • 2 • M • 0 s • ( design :IX vx .x� drawin no. 1 98-172 sheet • of • FASTENER SPACING ANCHOR SCHEDULE LOADS AND SPANS (INCHES) REQUIRED FOR VARIOUS DESIGN EXISTING STRUCTURE ANCHOR TYPE MIN. 3/4" EDGE DISTANCE LOAD (W) PSF MAX. (SEE NOTE 1) SPANS UP TO 5' -0 " (SEE NOTE 1) SPANS UP TO 8' -6" (SEE NOTE 1) SPANS UP TO 12' -0" (SEE NOTE 1) CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 1 I 000M i�. 11111111111111i111111111111,- 1/4 WOOD LAG SCREW WI 1 -3/4• THREAD PENETRATION (SHEAR PARALLEL TO GRAIN) 48.0 ' 12 12 12 12 12 12 12 9 12 12 12 6 6 12 12 62.0 12 12 12 12 12 12 7 7 12 12 12 5 6 12 11 72.0 12 12 10 12 12 12 5 6 12 12 12 5 6 12 11 92.0 12 9 8 12 12 12 5 6 12 11 12 5 6 12 11 200.0 12 5 6 12 11 12 5 6 12 11 12 5 6 12 11 ��.IpM1111U1111\111111111 1/4•0 WOOD LAG SCREW W/ 1 -3/4" THREAD PENETRATION (SHEAR PERPENDICULAR TO GRAIN) 48.0 12 12 12 12 12 12 12 7 12 12 12 6 5 12 12 62.0 12 12 9 12 12 12 7 5 12 12 12 5 4 12 11 72.0 12 12 8 12 12 12 5 4 12 12 12 5 4 12 11 92.0 12 9 6 12 12 12 5 4 12 11 12 S 4 12 11 200.0 12 5 4 12 11 12 5 4 12 11 12 5 4 12 11 sty ,k 1 : �•.,,,:,: 1/4'0 ELCO MALE/ FEMALE •PANELMATE W/ 1 - 7/8 MIN. EMBEDMENT & 1/4 -20 MACHINE SCREW WITH NUT 48.0 12 12 12 12 12 12 12 12 12 12 12 7 9 12 12 62.0 12 12 12 12 12 12 8 9 12 12 12 6 8 12 12 7 2.0 12 12 12 12 12 12 6 8 12 12 12 6 8 12 12 92.0 12 10 11 12 12 12 6 8 12 12 12 6 8 12 12 200.0 12 6 8 12 12 12 6 8 12 12 12 . 6 8 . 12 12 `` 1 \ 1C 48.0 12 12 12 12 12 12 5 . . 7 12 12 10 3 5 10 8 62.0 12 12 9 12 12 11 3 5 11 11 9 V 4 9 5 7/16•0 BRASS WOOD BUSHING W/ 518• EMBED. AND 3/4• MIN. EDGE DISTANCE 72.0 12 7 8 12 12 10 4 10 6 9 4 9 5 92.0 12 4 6 12 12 9 200.0 9 / 4 9 5 9 / 4 9 5 9 / 4 9 5 11 09 /98 1221 ANCHOR NOTES: 1. SPANS & LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1. SHEET 6. 2. ENTER TABLE 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 OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE CONNECTION 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 PLYWOOD. 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2 "x4" (MIN.) WOOD 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. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 0: DESIGNATES ANCHOR WHICH ARE REMOVABLE BY REMOVING WASHERED WINGNUT, NUT OR MACHINE SCREW. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DATE BY PRODUCT COIP'R01 DIVES:ON BUILDING COD: COMPLIANCE OFFICE ACCEPTANCE NOI -eT U z 0) W I- z U o O 6 co co E a .II 0 0 U z > ; W N Z I- r r W W N za CC <0 vN W O ul N y PROF N C • P e 0 O E o J LL W 1 1. Z a E W A o. 0 ID N Q = J „ • u. > > m 4 - P 4 O m i_ W in x o o on • - 4 4 .o V1. a 0 a • a • • • z • FL No No: PE tC 83 919' MIAMI drown by 1 PK (*feign )(chocked arw. no. 98-172 shoot 7 of COPYRIGHT me KNEZEVICH & ASSOCIATES. INC. rovIslons FASTENER SPACING (INCHES) R ANCHOR SCHEDULE LOADS AND SPANS REQUIRED FOR VARIOUS DESIGN L EXISTING STRUCTURE ANCHOR TYPE P MIN. 2• EDGE DISTANCE M MIN. 3• EDGE DISTANCE LOAD S SPANS UP TO S SPANS UP TO S SPANS UP TO S SPANS UP TO S SPANS UP TO S SPANS UP TO MAX. C CONNECTION C TYPE T 3 4 4 5 5 1 CONNECTION C TYPE T 3 4 4 5 5 1 CONNECTION C TYPE T 3 4 4 5 5 1 CONNECTION C TYPE T 3 4 4 5 5 1 CONNECTION C TYPE T 3 4 4 5 5 1 CONNECTION TYPE 3 4 4 5 5 ., NI1111111111111111111111111111U11 ► "0 ITW TAPCON W 48.0 1 12 12 1 12 1 12 1 12 1 12 6 6 7 7 1 12 1 12 1 12 3 3 . 5 5 1 12 9 9 1 12 1 12 1 12 1 12 1 12 1 12 8 8 1 12 1 12 1 12 1 12 4 4 8 8 1 12 1 11 ►.= 6 62.0 1 12 1 12 1 10 1 12 1 12 1 12 4 4 6 6 1 12 1 12 1 11 3 3 5 5 1 11 6 6 1 12 1 12 1 12 1 12 1 12 1 12 5 5 9 9 1 12 1 12 1 12 3 3 7 7 1 12 7 7 72.0 1 12 9 9 9 9 1 12 1 12 1 11 3 3 5 5 1 11 7 7 1 11 3 3 5 5 1 11 6 6 1 12 1 11 1 12 1 12 1 12 1 12 4 4 8 8 1 12 9 9 1 12 3 3 7 7 1 12 7 7 W/ 92.0 1 12 5 5 7 7 1 12 1 12 1 11 3 3 5 5 1 11 6 6 1 11 3 3 5 5 1 11 6 6 1 12 6 6 1 10 1 12 1 12 1 12 3 3 7 7 1 12 7 7 1 12 3 3 7 7 1 12 7 7 200.0 1 11 3 3 5 5 1 11 6 6 1 11 3 3 5 5 1 11 6 6 1 11 3 3 5 5 1 11 6 6 1 12 3 3 7 7 1 12 7 7 1 12 3 3 7 7 1 12 7 7 1 12 3 3 7 7. 1 12 7 7 CONCRETE alr 4 48.0 1 12 12 1 12 1 12 1 12 1 12 5 5 7 7 1 12 1 12 1 11 3 3 5 5 1 11 8 8 1 12 1 12 1 12 1 12 1 12 1 12 6 6 8 8 1 12 1 12 1 11 3 3 6 6 1 11 8 8 62.0 1 12 1 12 9 9 1 12 1 12 1 12 3 3 5 5 1 12 1 12 1 10 j j/ 1 1. 1 10 5 5 1 12 1 12 1 11 1 12 1 12 1 12 3 3 6 6 1 12 1 12 1 10 j j7 5 5 1 10 5 5 W/ 7 72.0 1 12 8 8 8 8 1 12 1 12 1 10 A A 4 4 1 10 6 6 1 10 / /, 4 4. 1 10 5 5 1 12 8 8 9 9 1 12 1 12 1 10 j j 5 5 1 10 6 6 1 10 / / 5 5 1 10 5 5 92.0 1 12 � 6 1 12 1 12 1 10 4 4 1 10 5 5 1 10 % % 4 4 1 10 5 5 1 12 4 4 7 7 1 12 12 1 10 / 5 1 10 5 5 1 10 / / 5 5 1 10 5 5 200.0 1 10 5 � 4 4 4 1 10 5 5 1 10 4 4 1 10 5 5 1 10 4 4 1 10 5 5 1 10 6 5 1 10 5 1 10 / / 5 5 _ 1 10 5 1 10 5 5 1 10 5 5 /�, 4 48.0 1 12 1 12 1 12 1 12 1 12 1 12 1 10 1 12 1 12 1 12 6 6 7 7 1 12 1 12 12 1 12 1 12 12 12 1 12 1 12 1 12 1 12 1 12 1 12 8 8 1 12 1 12 1 12 11/09/98 12:21 ANCHOR NOTES: 1. SPANS & LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1, SHEET 6. 2. ENTER TABLE 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 OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE CONNECTION 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 PLYWOOD. 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2 "x4" (MIN.) WOOD 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 U WAFER HEAD (SIDEWALK BOLT), U.O.N. 9. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. * DESIGNATES ANCHOR WHICH ARE REMOVABLE BY REMOVING WASHERED WINGNUT, NUT OR MACHINE SCREW. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT & i• BY PRODUCT CC/NT sL DIV:S:ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. C ( C i `04)3 05 � 0 z W I - W W z z3, Ce < • 0 � W O F N W e 4 • v e • a C 0 • 0 • • • S ft • 1- LL F0 C') 102 scat. AS NOTED drown by 1 NC [ checked b1 t v. J (d•� b 1 t dr_ g no. 98-172 shoot eotf 1 COPYRIGHT 1998 KNEZEVICH & ASSOCIATES. INC. revisions ANCHOR SCHEDULE FASTENER SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS ANCHOR TYPE ■ ■ 1 101111111111111111111111111111 ►D 1/4 - 0 ITW TAPCON W/ 1 -1/4 MIN. EMBEDMENT 1/4 - 0 ELCO MALE/ FEMALE - PANELMATE' WI 1 -1/4 MIN. EMBEDMENT & 1/4 -20 MACHINE SCREW WITH NUT CONNECTION TYPE 1 2 3 4 6 / 3 6 5 5 W cc z2 i= co 1/4 - 0 POWERS RAWL CALK -IN W/ 7/8 EMBEDMENT & 1/4 -20 STAINLESS STEEL MACHINE SCREW oa 1/4 - 0 POWERS RAWL ZAMAC NAIL -IN W/ 1 -1/8' MIN. EMBEDMENT al 1 /4 - 0 ITW RED HEAD DYNABOLT SLEEVE ANCHOR W/1 -1/8 MIN. EMBED. see L L i 111111111111 SCREW ROD 1/4 -20 ITW EPCON EPDXY ANCHOR W/ S.S. MACHINE SCREW W/ 2 MIN. EMBED. LOAD (W) PSF MAX. (SEE NOTE 1) 48.0 62.0 72.0 92.0 200.0 48.0 62.0 72.0 92.0 200.0 48.0 62.0 72.0 92.0 200.0 48.0 62.0 72.0 92.0 200.0 48.0 62.0 72.0 92.0 200.0 48.0 62.0 72.0 92.0 200.0 MIN. 2' EDGE DISTANCE SPANS UP TO 5' -0" (SEE NOTE 1) CONNECTION TYPE 1 2 3 4 5 12 12 8 12 12 12 10 8 6 12 12 12 9 8 12 10 12 12 12 12 8 12 12 10 8 5 12 11 9 7 5 12 12 12 12 12 7 4 12 12 8 4 12 10 7 4 12 7 4 7 4 12 12 12 8 5 6 5 4 3 12 6 4 10 8 7 5 4 8 6 5 4 3 8 6 5 4 3 12 12 12 12 12 10 8 6 12 12 12 12 10 12 12 12 12 8 12 12 10 8 5 12 11 9 7 5 12 12 12 12 12 12 12 12 10 6 10 5 10 5 12 12 10 10 9 5 8 4 8 4 9 9 7 7 6 3 S 3 5 3 8 8 6 6 5 3 5 3 5 3 12 12 12 12 12 12 12 10 12 10 11 10 10 10 10 9 8 8 8 8 6 5 5 5 5 6 5 5 5 5 12 12 12 12 12 12 11 12 10 6 10 S 10 5 10, 12 12 12 11 6 11 6 11 6 11 11 8 8 7 4 7 4 7 4 7 10 7 8 7 4 7 12 10 8 3 12 12 12 12 5 12 12 12 12 4 6 5 5 4 3 3 12 12 10 8 3 12 6 12 11 9 7 3 12 12 12 12 10 12 10 12 SPANS UP TO 8' -6" (SEE NOTE 1) CONNECTION TYPE 1 2 3 4 9 3 4 9 5 9 7 3 6 3 6 3 6 12 3 11 9 12 10 1 0 1 0 12 10 9 8 8 9 7 6 5 5 8 6 5 5 5 12 12 12 12 7 6 6 6 7 3 3 3 SPANS UP TO 12' -0" (SEE NOTE 1) 6 3 6 3 6 3 6 3 5 4 4 4 4 4 4 4 4 4 3 3 3 3 3 3 3 3 3 3 11 1 0 6 6 6 6 11 10 10 10 10 9 8 8 8 8 S 5 6 5 5 5 12 12 12 12 3 3 3 3 8 5 5 5 7 4 4 4 4 3 3 4 3 3 3 3 12 10 10 1 0 MIN. 3° EDGE DISTANCE SPANS UP TO 5' -0" (SEE NOTE 1) CONNECTION TYPE 1 2 3 4 5 12 12 12 12 12 12 9 12 6 10 3 7 12 12 12 12 12 8 12 4. 10,, 12 12 12 12 12 8 12 5 12 12 12 9 12 5 10 3 70 12 12 12 8 12 5 9 3 7 12 12 12 12 9 8 6 4 12 7 5 12 12 11 8 6 12 9 ' 8 6 9' 6 4 12 12 . 12 12 12 12 10 7 12 12 12 12 10 12 12 12 12 12 12 12 10 4 12 7 12 12 12 9 7 12 12 12 12 12 12 10 4 12 12 12 12 5 12 12 12 12 6 11 12 12 12 10 4 12 12 12 9 3 10 12 12 10 12 8 10 12 10 12 5 10 1 2 10 12 12 12 12 SPANS UP TO 8' -6" (SEE NOTE 1) CONNECTION TYPE 1 2 3 4 5 12 4 7 12 12 9 5 8 4 7 4 7 12 4 12 10 10 1 0 12 12 11 11 11 8 7 7 7 10 8 7 7 7 12 12 12 12 10 10 12 5 10 9 8 7 7 12 9 4 4 4 12 12 12 10 SPANS UP TO 12 -0" (SEE NOTE 1) CONNECTION TYPE 1 2 3 4 8 5 8 5 7 4 7 4 7 4 7 4 6 5 5 5 6 6 6 6 6 5 4 4 4 4 5 4 4 4 4 12 12 11 10 10 10 7 7 7 7 11 10 10 10 10 12 11 11 11 11 7 7 7 7 7 12 12 12 12 4 4 4 8 5 5 9 6 6 6 6 4 4 5 7 7 7 7 3 3 3 3 12 10 10 10 10 12 10 12 10 - 71 - 17C79798 121 ANCHOR NOTES: 1. SPANS & LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE SHUTTER SPANS FOR SPECIFIC LOADS MUST BE UMITED TO 'THOSE SHOWN IN TABLE 1, SHEET 6. 2. ENTER TABLE 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 OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE CONNECTION 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 ,\DEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2"x4" (MIN.) WOOD STUD. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. WOOD STUD SHALL BE "SOUTHERN PINE" G=0.5 5 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. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 2IC DESIGNATES ANCHOR WHICH ARE REMOVABLE BY REMOVING WASHERED WINGNUT, NUT OR MACHINE SCREW. APPROVED AS COMPLYING MTH THE SOUTH FLORIDA BUILDING CODE DA BY PRODUCT CO CR. Dr/4:014 o OD 0 0 1 n 0 in 0 0 Ow LUZ NOt <0 Ow ow cv • 0 a • • 0 • • • fainAng 98-172 sheaf 9 of 9 51cc/Tech /ndustrIe; STORM PANELS • ACCORDIAN SHUTTERS • STRUCTURAL MEZZANINES • . PALLET RACKS Date: Dear : We are the Dade County Notice of Acceptance Holder for the Fold -A -Gard 100 Aluminum Accordion Shutters under number 98- 0923.07. This letter authorizes &grbard E. M c&reeor ' GREGO2� ■ +f t niDS To use our Fold -A -Gard Aluminum Accordion Shutters to be used . at the following job: Sincerely, . Maurice Sut . n Presid PD /mdm C:msword/dadecou nty20 Job Address: 3D 4 E i cfr sr. M i orn Shows J tt_ 33135 Tel: (305) 634 -9995 • Fox: (305) 634 -2727 3750 -A N.W. 46 Street - Miami, Florida 33142 USA Website: www.steeltech2000.com / E -mail: soles @steeltech2000.com Toll Free: 1- 888 -39 -STORM (78676) MIAMI-0ADE MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING PRODUCT CONTROL NOTICE OF ACCEPTANCE The expense of such testing will be incurred by the manufacturer. Acceptance No.:98- 0923.07 (Revises No.: 98- 0402.05) Expires:01 /17/2000 Approved: 12 /31/1998 BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET. SUITE 1603 MIAMI. FLORIDA 33 130 -1 563 (305) 375 -2901 FAX (305) 375 -2908 Steel Tech Industries, Inc. CONTRACTOR LICENSING SECTION 3750 -A NW 46 Street (305) 375 - 2527 FAX (305) 375 - 2558 Miami FL 33142 CONTRACTOR ENFORCEMENT SECTION (305) 375 - 2966 FAX (305) 375 - 2908 PRODUCT CONTROL DIVISION Your application for Product Approval of: (305) 375 -2902 FAX (305) 372 -6339 Fold -A-Gard 100, Aluminum Accordion 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 Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This approval shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined BCCO that this product or material fails to meet the requirements of the South Florida Building Code. 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. Lr. rancisco i uintana, R.A. Director 1 of 3 Miami -Dade County Building Code Compliance Office SteelTech Industries, Inc. ACCEPTANCE No.: 98- 0923.07 APPROVED EXPIRES • • NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS DEC 3 1 1998 Jan. 17, 2000 1. SCOPE This revises the Notice of Acceptance, No. 98- 0402.05, 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 The aluminum accordion type shutter and its components shall be constructed in strict compliance with the following documents: Drawing No. 98 -841, titled "Fold -A -Gard 100," prepared by Knezevich & Associates, Inc., dated July 23, 1996, revision #5 dated April 30, 1998, 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 The 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 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. akar, P.E.- Product Control Examiner Product Control Division 2 of 3 SteelTech Industries. Inc. ACCEPTANCE No.: 98- 0923.0 APPROVED : DEC 3 1 1998 EXPIRES Jan. 17, 2000 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS I Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. 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 th;: 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. Helmy A. ar, P.E.- Product Control Examiner Product Control Division 3 of 3 I t1 ..055 1 12..076 HEADER -CLG. HEADER 0 MOUNTED O WALL MOUNTED SCALE: HALF SIZE .282 TYPE 1 TYPE 2 07/20/98 16:50 SCALE: HALF SIZE S HALF SIZE 2.420 .966 .875 .483' SCALE: HALF SIZE n ..055 t2. .076 t3 • .097 *10 x 2" SMS. MANUFACTURED FROM I1410HT OR 18 -8 STAINLESS STEEL W/ XYLAN 5200 FLUOROCARBON COATING & .460 x .050" THICK 300 SERIES STAINLESS STEEL WASHER (TYP. TOP & BOTTOM) ---1 3/8'0 x 0.90' LONG NYLON BUSHING W/ *10 x 3 SMS. MANUFACTURED FROM N410HT STAINLESS STEEL W/ XYLAN 5200 FLUOROCARBON COATING & .460'0 x .050 THICK 300 SERIES STAINLESS STEEL WASHER (TYP. TOP & BOTTOM) O SCREW BUSHING & ROLLER/ 15 BUSHING ASSEMBLY SCALE: HALF SIZE .211 ! r,r 0048 • I us I N Oi 0 0 0! N I Ni Mi COI rol i Cr! • Oi In N EITHER TYPE 1 OR TYPE 2 SLAT IS ACCEPTABLE THESE SLATS ARE INTERCHANGEABLE TYP. SLATS Sa ADAPTER SLAT I' 0 12- t 2,rr (.483{ .875 1.840 SCALE: HALF SIZE t1 I T++ n . 0.326 I 0 I 620 1.860 0 BUILD -OUT WALL HEADER t1= .055 t2 = .076 t3 = 125 SCALE: HALF SIZE .600 t1 ..055 I t2 •.076 2.775 2.586 84 1 g LOCKING CLIP SCALE: HALF SIZE WALKOVER SILL 77 FLOOR MOUNTED 3.840 MAX. •►:080 .250 •-• • 4 9 1.391 - 1.991 CO! • 151• .250" 1.350 SO0 2 � m t1 \ of o. •""I 1 211 • • • SCALE: HALF SIZE 2.373 .472' I.D. 2 - .612 0.0. m CENTER MATE 1 40.483 In N J1-f2 O 095- j -(4426- .942 2.420 • .945 /, .620 f 600 " - -rte. -r1 : 4/1: r; 01 O! r :n' 0! SILL -WALL 0 3 MOUNTED ADJ. SILL -TOP SCALE: HALF SIZE 2.795 2.984 1.659 • 2 101 • SCALE: HALF SIZE n. .055 t2 •.076 t3 • 097 • 10 CENTER MATE 2 O N: 0 1.685 465 .600 • .620, .055 IT7.6 - • .71 SCALE: HALF SIZE • O' .2 r .0 O. NOTES: 1. THIS ACCORDION SHUTTER SYSTEM IS DESIGNED IN ACCORDANCE WITH THE SOUTH FLORIDA BUILDING CODE. 1994 EDITION. 2. POSITIVE AND NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED FOR SPECIFIC JOBS IN ACCORDANCE WITH ASCE 7 -88 "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES". TABLES SHALL BE REFERENCED AT APPROPRIATE DESIGN LOADS. 3. ALUMINUM EXTRUSIONS SHALL BE 6063 -T6 ALUMINUM ALLOY. U.O.N. 4. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED AT THE BOTTOM END OF THE LOCKING CENTERMATE AS FOLLOWS: • STEELTECH INDUSTRIES. INC. MIAMI. FLORIDA DADE COUNTY PRODUCT CONTROL APPROVED 5. ALL BOLTS AND WASHERS SHALL BE 2024 -T4 ALUMINUM ALLOY. STAINLESS STEEL. OR GALVANIZED STEEL WITH A MIN. Fy a 33 KSI. POP RIVETS SMALL BE 3/16"0 5052 ALUM. ALLOY 6. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM AT CENTER OR SIDE CLOSURE WITHIN 18 OF CENTER (VERTICALLY). LOCKING MECHANISM SHALL BE LOCKED :0 PROVIDE HURRICANE PROTECTION. 7. THE DETAILS ANO SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRCOUCTS TESTED FOR IMPACT. CYCLIC AND UNIFORM STATIC AIR PRESSURE IN CONFORMANCE W/ MIAMI -DADE COUNTY PROTOCOLS PA 201. 202. AND 203. 8. DESIGN IS BASED ON CONSTRUCTION TESTING CORPORATION (CTCI TEST REPORT No. 96 -024 AND 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. 5" MAX. ANGLE SCALE: HALF SIZE .058 - r N. - STAINLESS STEEL ASSEMBLY - .4600 HOLE 1.100 .251 12 ROLLER ASSEMBLY SCALE: HALF SIZE 11. .055 -.R RYA) 1.533 SCALE: HALF SIZE NYLON WHEEL PLACE O IN • .040 "R - v11 g 90° END SLAT O ADJ. SILL -BOT. SCALE: HALF SIZE ) FLAT END SLAT 'o r SCALE: HALF SIZE 956 . 517 �.-� -- 097 4 74:0 1i , 376 8 3i DAT BY PRODUCT Cot m 07 SCALE: HALF SIZE 1.250 1.250 .985 .050- INSERT SCALE HALF SIZE 2.812 .312 2 1 4 O . .322 I .214 P N: • .688 _ 1.115 y x-.322 14 LOCKING ARM SCALE: HALF SIZE 1/8" THICK STAINLESS STEEI 12. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. EMBEDMENT LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER FINISHES. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BLELDING CODE CL DIV:S:ON • BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.1% - 0 A. - 0 � a .o 04 .050 .025 1.250 90° END SLAT THE PERMIT HOLDER SHALL VERIFY THE 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. :U :z Z r N W F Q 0 ° o O CO Q 2 01 = a U 3 > > '" 2 N 8 W z ai :a; • • • C: W. . ' r' O • ; D • Cd O,i 01 r 0: 1 Liz a :0: CICd:. : N I N• N p! >:4.r A; iN ' o : :s.3 :3 I • .!. 12! J1�•YI 11� O I H al I m o` i 4 r I wi R I o 4 ; I..I 0 i '' ai O m IGI _J c ; Oi5 IN N : Cl) . M < r < I O a � I ! . 0Cm = n�o l`�•p: < >• F N iWr: < r O IN. W • X IY'l9 > .n < .o - 1. IL . P. 0 c m ;. m Z . ' • =; U Y0 IO_. O = C. . I F _ >:g, o' a .a: • ;o,�: • 41 i :!u YJ C iS ; FL L' ens No: PE / I , .. t et• scale ) drown by I AS NOT171 MC; design by chocked by VAC I VJn drawing no. 98 -841 z a ; 07/23/96 shoot t of 6 9 r N O 0 0 O , _ • 4 a. In 4I �! NI — Wlp ►� U in l W W X Ni SCALE: 3" a r -o- rxrx1 /8" ALUM. ANGLE 3 *10 TEK SCREWS OR 3- 3/16'0 ALUM. POP RIVETS (TYP) r x2 "x1 /8' ALUM. TUBE 6063 -T6 ALLOY n7 /7n /QR 17,04 BOTTOM TRACK ...- TYPICAL ELEVATION N.T.S. 2" MIN. SECTION Op VARIES - NO LIMIT FASTENER (B 24' O.G ' ANCHOR SCHEDULE) . OA ALT. CLOSURE DETAIL NOTE: EITHER CONOMON MAY BE TYPICAL FOR EITHER SIDE CORNER CLOSURE DETAIL SCALE: 3' . r -o" TOP TRACK M10 TEK SCREW OR 3/16 - 0 ALUM. POP RIVET 0 24' O.C. (TYP) L JLJATION OF LOCKING MECHANISM AT SHOE LOCKING MECHANISM CAN BE (B 18" ABOVE OR BELOW CENTER (SEE NOTE 6) *10 x 1/2" GALVANIZED SMS OR 3/16 ALUM. POP RIVET 0 18' O.C. 1 x r x .055" : 1 x 2" x .055 - ; 2 "x3 4"x .055" OR 2^ x 5" ..125" AL ANGLE TWO 1/4 FASTENERS EACH ANGLE (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) PLAN VIEW 0 01 r IN 'a, LOCKING ARM g ALIGNMENT BUSHING (NYLON) SCALE: HALF SIZE 4 In • ® ALT. CLOSURE DETAIL SCALE: 3' . V -0" ® ALT. CORNER CLOSURE DETAIL SCALE: 3 . r -0 .360 3% .550 ! x.080 0-• .150 SCALE: HALF SIZE ® 2.110 • -0.135" R - 0.435 R - 0.375" R t =0.200 INSIDE IITH HANDLE SHIM (NYLON) r MN. FASTENER (B 24" O.C. (USE ANY ANCHOR IN ANCHOR SCHEDULE) r 2"x2'x.125" ALUM. ANGLE CONT. T— Z • Z *10 x 1/2" GALVANIZED SMS OR 3/16 ALUM. POP RIVET (A 18- O.C. r x r x .OSS" ; r x r x .055": r x 3" x . 055" ; 2" x '." x .055" OR r x 5" x .12S" AL. ANGLE 1/4 -20 TRUSS HEAD BOLTS & NUTS W/ LOCK WASHERS 0 24" O.C. EXISTING STRUCTURE HALF OF ® USE MALE OR FEMALE AS REQUIRED - FASTENER 0 24" O.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). (TYP) — SINGLE ARM OR "T" HANDLE LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK HAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER = 2-1/4 SINGLE ARM LOCK MIN. SHUTTER SEPARATION FROM GLASS (SEE SCHEDULE SHEET 5) 0.062" THICK RECESSED SILL 3105 -H32 OR 6063 -T6 ALUM. ALLOY (1/8" BELOW CONCRETE) 1 -1/4 3/4' MIN. / SEE FASTENER SCHEDULE / . . 1 -1/2" MAX. DRILL S/8 "0 MOLE FR BOTTOM OF EXTRUSION BEFORE ASSEMBLY FOR TRUSS HEAD BOLT (TYP) -M01. SHUTTER SEPARATION FROM GLASS. (SEE SCHEDULE SHEET W. DISTANCE TO BE MEASURED FROM BACK OF SHUTTER BLADE OR FROM 'T' HANDLE WHEN HANDLE IS MOUNTED INSIDE. PLAN VIEW SCALE : 3"= r- 0" NSIDE CLOSURE ; ! !• 'T' HANDLE W/ \SHIM _ _ —i TYPICAL PLAN VIEW SCALE: 3" O REMOVABLE FLOOR TRACK DETAIL SCALE : 3 "- 1'- 0" - JOINT BETWEEN REMOVABLE AND FIXED SILL ALTERNATE O FLOOR MOUNT DETAIL FASTENER 0 24" O.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). EXISTING GLASS — 1 "x 1/9" ALUM. ANGLE W/ 3/16 POP RIVETS 0 6 O.C. 1/4" MAX. 6 - 1/2" NYLON HANDLE - daks • "11 1. (DOES NOT REPLACE' 'r' HANDLE OR SINGLE ARM LOCK) OPTIONAL CLOSER HANDLE SECTION 0 oR `J- O z ASSEMBLY OPTIONAL ACCESS HOLE .- EXISTING STRUCTURE FASTENER 'TYPE 4' SEE SECTION N ON SHEET 3 FOR COMPLETE INFORMATION 2" NIH. t EXISTING STRUCTURE MIN. 3.000 PSI CONCRETE APPROVED AS COMPLYING W TH 7 . 1 1E CONCRETE FASTENER (B 8" D.cSCUTH FLORIDA BU L :INS CODE ANY SCHEDULED FASTENER IS ACCEPTABLE DAi BY PRODUCT CO; CU!LDING CODE CCMPL :ANCE OFFIC3 ACCEPTANCE NO tS — 912 3 .0 1 ;date N' N . • :f11; 6'N W; • • O; r12 pi: ;•• E•W;f N. W •Vi K!� J: • e! N .A• T C1. O • • .•3•"•' Ti N :C • O VI C'N! • •- '1 VJ.K PROFESSIO �L Li - a No: : TE • . 983 ERs 819981 07/23/161 scale .•df1M by AS NOTE J �H C J design Dj !! CDeCMed D V 171 11 V M ) drawing no. 98 -841 Meet 2 of 6 MIN. SHUTTER SEPARATION FROM GLASS (SEE SCHEDULE SHEET S) GLASS OR DOOR 4— 210 • / I J / EMBED O WALL MOUNT SECTION G SCALE : 3 "= 1'- 0•' V / • L / EMBED I ' 0 CONT.- / 1/r ✓ G � , 11 CONT. J --GLASS OR DOOR O 07/20/98 17:05 / EXISTING CONCRETE. MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE. TYP. — FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 1• © !;_� r _ ROLLER ASSEMBLY l 1/2" / TYP. EVERY OTHER PIN immol i i O 1 /4 MAX. — FASTENER. SEE ANCHO.t SCHEDULE. REFERENCE CONNECTION TYPE 1• EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE. TYP. FASTENER. SEE ANCHOR CONNECTIO REFERENCE SCE BUT DO NOT EXCEED 6 SPACING MIN. SHUTTER SEPARATION FROM GLASS ALT. ANGLE LEG DIRECTION. r REVERSED ANGLE LEG MAY BE FROM ONE ANGLE OR FROM BOTH ANGLES (TYPI. FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE BUT DO NOT EXCEED 6 SPACING EMBED. MC Mir 1/2 (SEE SCHEDULE SHEET 5) 9 -3/16 MAX. CONT. ` /— 11 CONT. CONY. 4-- yr 1 /L" MAX. W/ NUT OR ZO 014 TEK SCREW p tr O.C. (TYP, TOP & BOTTOM) 11 CONT. NOTE: BOTTOM MOUNT DETAIL MAY BE USED AT TOP. O BUILD -OUT MOUNT SECTION K SCALE : r= r - 0" < In a w V/ W W ON J • J W < J XO < I•• Ev W 0 „ / 5 /e- 1/r .vr MN. SHUTTER SEPARATION • FROM GLASS (SEE SCHEDULE SHEET GLASS OR DOOR 3/16`0 POP RIVET OR 012 TEN SCREW (01 6' O.C. (TYP) — OL LOS ASSEMBLY iI 1` x 1 x 1/8 ALUM. ANGLE W/ 3/16`* POP RIVETS OD 6 O.C. FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 4- — — 1 /L -20 MACHINE BOLT W/ NUT (B 12' O.C. (TYP. TOP & BOTTOM) ROLLER ASSEMBLY 12 TYP. EVERY OTHER P N 1/4' MAX - — 4 1 /4" MAX EXISTING CONCRETE. MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE. TYP. / • I / cal • 1 / • W: W I1 ; : r 2 z <.n < ( Lo- a. „ W SCALE : 3 "= r- 0" GLASS OR DOOR EDGE GIST. I EDGE 01ST. W f V in W O 3/16 - m POP RIVET El 6` O.C. (TYP) • / v • 0 W . ‘ EMBED. . .Y FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 3- / EMBE EXISTING CONCRETE. MASONRY' OR WOOD STRUCTURE. SEE • ANCHOR SCHEDULE, TYP. O •. OPTIONAL FASTENER LOCATION IN LIEU OF ANGLE SUPPORT - STAGGER ANCHOR 1/4 OFF CENTER REFERENCE CONNECTION - TYPE 4' O CEILING /INSIDE MOUNT SECTION MIN. SHUTTER SEPARATION FROM GLASS °SEE SCHEDULE SHEET S FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE:' -® TYP. TOP L BOTTOM 2 -7/8' MAX. 1 /L" MAX. 1 /L` MAX. , l. GLASS OR 000R EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE. TYP. FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION -nem 2' O BUILD -OUT MOUNT SECTION L SCALE : 3"= 1'- 0 - 11 CONT. - FOR LARGER SPANS USE T940 2` x 5 - AL. ANGLES (SEE SCHEDULE 1 TYPE C) '1/2" MIN. SHUTTER SEPARATION FROM GLASS (SEE SCHEDULE SHEET 5) BE 3 -3/4" MAX. ALT. ANGLE LEG DIRECTION (TYP)- W: F / - us. O. — �.i V .1 1 /L" MAX. ,/4- MAX . I i I Z Z` <In 1 a a1 „ W 1 Z S Son W J I-: � J 2 0 „I <W E XI <I ElN — FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION "TYPE 2 1/4 -20 MACHINE BOLT W/ ” ' NUT ■ 12' O.C. (TYP. TOP ... L BOTTOM) SCALE : 3"= 1'- 0" FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE r 11 CONT. - FOR LARGER SPANS USE TWO r x 5" AL. ANGLES (SEE SCHEDULE / TYPE C) MIN. SEPARATION FROM GLASS SCHEDULE SHEET 5 EMBED. 1 /L'• MAX. O1 TOP & BOTTOM O BUILD -OUT MOUNT SECTION I z < 4 a. r a, „ W yt W 0:' O W ' J • • S: X0 • < )C : Z %.+ a -WIN � n SCALE : 3 ". 1'- 0" FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 1• - BUT DO NOT EXCEED 8 -1/2 SPACING 1/4' MAX 0i 0I l7 0 ; W} GLASS OR DOOR -- W D : �:N •• 63,0 EMPED - ` n O BUILD -OUT MOUNT SECTION J SCALE : 3•' = r -0 —J — 1/4' MAX. : I EsLi OM FLOOR MOUNT SECTION / EMBED GLASS (SEE SCHEDULE SHEET S) 17 EXISTING CONCRETE. MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE. TYP. — r x 2 x .050" ALUM. TUBE TYP. TOP & BOTTOM 3 -3/16" MAX. '. FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 3• EXISTING CONCRETE. MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE. TYP. FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION TYPE 1" BUT 00 NOT EXCEED 8 -1/2" SPACING APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAi ( . ' t 19 BY W....� PRODUCT CON 'IL DIV:S,014 BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.1 "(9 .0I 1 /4" MAX. —4 --4 1/4" MAX, ? - : UJ Q `U Go O 4 . 03 •a 2 ad 0 , F > 1U Z N W z Y o ccu O 1- ; • I_ CO N • < ' O) CD Z "0 : r Q Q • o U. 'C ▪ 0 Z • Z) is; P a I W� Q H D I 0.1 .0 CI a .S u,_ >IW• LL Wi Zj nn W X y , > In < :I m a m C a a ro 0 • o 0 E E a < E - tai LL N r O < 0 Z ¢ a • Q W 0. 0 I o- N Q m E J N 4 F- I — : scW. drs TE I AS NOO+I NC tlSS.Of by rocked e11 y. •` vat ) Crowing no. 98 -841 onset 3 of 6 ALUM BEAM & SHUTTER SCHEDULE DESCRIPTION SHUTTER SPAN BEAM SPAN 2" x 5" 9' -5- Tw a 125" 8' -0" 8•-t" Tfa.125" 10' -0" 7' -6" 2" x 8" Tr a .072" 8' -0" 12' -0" Tf a .224 10' -0" tt...r 2" x 9' 5' - 15' •S" Tw a .072" 8' -0" 13' -2" Tf :224- 10' -0" 12' -3" EXISTING STRUCTURE THREE 5/16"0 CAL(—IN, 3 -1 /8" D.C. W/ 1 MIN. EMBED. IN CONC. OR HOLLOW BLOCK W/ 3 -3/4" MIN. EDGE GIST. 07/20/98 17: 05 a i 1 0 - EMB. GLASS OR DOOR GLASS OR DOOR . �1 Ni ' THREE S /16 "0 CALK-IN el 3-1/Er ' ° . O.C. W/ 1 MIN. EMBED. IN CONC. / OR HOLLOW HOLLOW BLOCK W/ 3 •3/4 "/ MIN. EDGE DIST. G° EXISTING STRUCTURE - • . 1! � ► . MI -ALT. LEG DIRECTION MI N. SHUTTER SEPARATION FROM GLASS (SEE SCHEDULE SHEET 5) (MAX DESIGN LOAD ± 72 PSF) O TOP SUPPORT BEAM DETAIL SCALE : 3 "a V- 0" MIN. SHUTTER SEPARATION FROM GLASS (SEE SCHEDULE SHEET 5) 3/16"0 POP RIVET OR *12 TEK SCREW (B 6" O.C. .% ASSEMBLY SCALE : 3" 1' 0" 2"x "x1 /4"x0' -8" 6063 - ALUM. ANGLE — THREE -1/4"R THRU BOLTS I N.. - Tw --.. ACCESS HOLE—, Tw T f --� Y MIN. • — 2 " A3 " x1 /4 "x 0' -8" 6063 •T6 ALUM. ANGLE — THREE -1/4"0 THRU BOLTS .— ALUM. BEAM (SEE BEAM SCHEDULE BELOW FOR BEAM DESCRIPTION L MAX. HORIZONTAL SPANS) 1/4 -20 S.S. MACHINE SCREW L NUT eb 12" O.C. USE THRU BOLT OR ACCESS H LE AS SHOWN IN OETAILO 1/4' MAX. O ALT. LEG DIRECTION (MAX DESIGN LOAD s 72 PSF) © BOTTOM SUPPORT BEAM DETAIL 0 . In Q W I- So W z �_ CC <: = VI W 0 Q. N A W N • = 7 CC W' r ~NJ I- • < z J r -:WOX< M. di W <z N ! Z d Xi JW 0 ¢ N < < = tL F-• W W 3/16 "0 POP RIVET OR *12 TEK SCREW 6" O.C. AL. BEAM (SEE BEAM SCHEDULE ABOVE FOR Tf - BEAN DESCRIPTION & MAX. HORIZONTAL SPANS) 1/4 -20 S.S. MACHINE SCREW & NUT ea 12" O.C. PROVIDE 1"0 ACCESS HOLE IN BOTTOM OF BEAM OR USE THR BOLT AS SHOWN IN DETAIL N) NOTE: 1. USE BEA SCHE ULE FOR DETAILS(& ANO 2. SHUTTER SPAN TO BE LIMITED TO THOSE SHOWN IN TABLE. SHEET S. 3. BEAM SPAN SMALL BE CONSIDERED AS THE DISTANCE FROM (OF SUPPORT TO (OF SUPPORT. GLASS OR DOOR r r SCALE : 3". 1•• 0" EMBED. J PLYWOOD ANO STUCCO FINISH — rx 3 "x1 /B" OR x 4 "x1 /8" 6063 -T6 ALUM. TUBE— (MAX. DESIGN LOAD = ± 72 P.S.F.) O WALL MOUNT SECTION — USING ALUM. TUBE SCALE : 3 "a 1 0" GLASS OR DOOR NI Z PLYWOOD AND STUCCO FINISH 2" x 6" P.T. W000 PLATE MIN. SHUTTER SEPARATION FROM GLASS (SEE 'SCHEDULE SHEET SI MIN. SHUTTER SEPARATION FROM GLASS SEE SCHEDULE SHEET S1 1/4 •20 5.S. MACHINE SCREW & NUT (11) 12" O.C. PROVIDE r* ACCESS HOLE :;0 BACK SIDE FOR FASTENING — TWO 1/4 "0 S.S. LAG SCREW ell 24" O.C. MAX. W/ 1 -3/4" PENETRATION IN CENTER OF STUDS • 1/4" MAX. 1/4" MAX. '-FOR WOOD PLATE USE 1/4'0 S.S. LAG SCREW WI 1 -3/4" PENETRATION INTO WOOD PLATE 0) 12" O.C. TWO 1/4"0 S.S. LAG SCREW 13/ 24" O.C. MAX. W/ 1 -3/4' PENETRATIONR f IN CENTER OF STUDS (MAX. DESIGN LOAD = = 72 P.S.F.) ® WALL MOUNT SECTION — USING 2" x 6" WOOD PLATE APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE GAT - ")-s PRODUCT COI`ii(OL DIV:S:ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NOI - fl1�-3'01 3 co W W Q • 00 O a N 07 a < W z cd n = n U 3 ' N Z N 3 W Z 0 0 0 a I Q a 0 U. Axel* drn by 1 1 AS NOTED!, MC design by checked 01 VJK 1 VAC drawing no. 98 -841 .n..r 4 of 6 MINIMUM SHUTTER SEPARATION FROM GLASS (IN) POSITIVE DESIGN LOAD (W) (PSF) ACTUAL - SPAN (FT - IN) MIN. SEPARATION FROM GLASS FOR INSTALLATIONS LESS THAN 30' ABOVE GRADE (INCHES) MIN. SEPARATION FROM GLASS FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE (INCHES) 30.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 8 - 0 2 -7/8 1 -5/8 11 - 0 3 2 -1/8 13 - 1 3 -3/4 2 -3/4 40.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 8 - 0 2 -7/8 1 -5/8 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 -5/8 8 - 0 2 -7/8 1 -3/4 11 - 0 3 2 -1/2 12 - 2 3 -3/4 3 60.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 8 - 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 8 - 0 - 2 -7/8 1 -7/8 9 - 6 3 2 -1/4 10 - 4 3 2 -5/8 80.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -3/4 8 - 0 2 -7/8 1 -7/8 11 - 0 3 -1/8 3 -1/8 12 - 4 4 90.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -3/4 8 - 0 2 -7/8 2 11 - 0 3 -3/8 3 -3/8 11 - 6 3 -7/8 4 100.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -3/4 8 - 0 2 -7/8 2 9 - 0 3 2 -3/4 10 - 3 3 3 I MAXIMUM ALLOWABLE SPAN SCHEDULE I NEG. DESIGN r LOAD (PSF) TYPE A ALL MOUNTING CONOTIONS EXCEPT®®® (FT - IN) TYPE B DETAIL ® OR DETAIL® W/ SINGLE ANGLE REQUIRED 3 -3/4 MAX. B.O. (FT - IN) TYPE C DETAIL® DOUBLE ANGLE REQUIRED 3 -3/4 MAX. B.O. (FT - IN) TYPE 0 DETAIL OK 9 -3/16° MAX. 8.0. (FT - INI 30.0 13- 1 12 -4 13- 1 12 -7 38.0 13- L 11 -0 13- 1 11 -2 40.0 12 11 10 - 8 12 -5 10- 11 48.0 12-4 9-9 10-4 10-0 52.0 12 -L 9 -4 9 -7 9 - 56.0 11 -l1 9 -0 9 -0 9 -3 61.5 11 - 7 8- 7 8- 7 8 10 63.3 11 - 6 8 - 6 8 - 6 8 - 8 66.8 10 -11 8 -3 8 -3 8 -5 67.5 10 -9 8 -3 8 - 3 8 -5 71.2 10 - 3 8- 0 8- 0 8- 2 75.0 9 -8 7 -8 7 -8 8 -0 81.4 8- 11 7- 0 7- 0 7- 4 86.8 8 -5 6-7 6 -7 6- 10 91.4 8- 0 6- 3 6- 3 6- 6 100.0 7 -3 5-9 5 -9 6 -0 110.0 6- 7 5- 2 5- 2 5- 5 120.0 6- 1 4 -9 4 - 5 -0 130.0 5 -7 4 -5 4 -5 4- 7 140.0 5 -2 4 - L 4 -1 4 - 150.0 4 - 10 3- 10 3 - 10 4 -0 160.0 4 -6 3-7 3 -7 3 -9 170.0 4 -3 3 - 4 3 - 4 3 - 6 180.0 4 -0 3 -2 3 -2 3 -4 190.0 3 -10 3 -0 3 -0 3- 1 200.0 3 -7 2- 10 2 - 10 3 -0 210.0 3 - 5 - 2 - 8 _ 2 - 8 - 2 - 10 1 NOTES: 1. 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 LOAD TO DETERMINE MAX. SHUTTER SPAN. 4. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. SHUTTER SEPARATION FROM GLASS. A B L E 2 APPROVE AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT BY � •. 3L u PRODUCT CO: ROL DIVIS :ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO 33 - 6 1 , 5 I � 0; C) n Z Z : i2 T 0. m I N a' r -3 �' 0 ° I . `•W m N O " u :Va z , � O 0. E IL In I la 0. :!, ;I = ii • �: y• >i;ji Q W I 1.:1;11‘-• - O L = e8 wo W I m = > CU Z 0 P u. i P• W o In 0 > N < m 1 F: Z LLI W u, I.o N S Y V ;� III L ;ix •0 ›. .o Y .a 6 I O I F '0 S 0.11.1... FL Lic PE 00 • 81998 date 07/23/961 scale [drain b y j AS NOTED• MC; design by ! let Cked 071 va i c vac droving no. 98 -841 sneer 5 of 6 07/20/98 1 7: 06 FASTENER SPACING ANCHOR SCHEDULE DESIGN LOADS SPACING REQUIRED (INCHES O.C.) FOR VARIOUS REQUIRED (INCHES O.C.) FOR VARIOUS EXISTING STRUCTURE ANCHOR TYPE NEG. LOAD (W) P.S.F. MAX. (SEE NOTE II 2" EDGE DISTANCE 3' EDGE DISTANCE CONNECTION 1 SPANS UP TO 5 . -8 " (SEE NOTE 1) SPANS UP TO 8,-0„ (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 TO 13' -1" (SEE NOTE 1) CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 415 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 1 TYPE I 2 1 3 C 4 15 1 ONTYPE 2 3 1 ION 4 5 MIN. 3,000 PSI CONCRETE 1/4"m ITW TAPCON W/ 1 -1/4" MIN. EMBEDMENT 48 1212 8 12 7 9 12 ` 12 IA 5 7 6 12 6 3 4 12 12 12 8 1 + 12 12 12 5 7 7 12 8 3 4 62 17 12 11 5 7 12 12 .. 3 S = 11 5 % 3 I(.21 12 12 6 8 12 12 10 4 6 4 12 7 3 4 72 Fl 12 4 4 6 8 12 7 in r 4 H 11 5 3 12 12 12 �n 7 9 12 8 3 5 4 12 7 3 4 - 11111M11111111111111111111111� 92 11 1? 7 3 5 4 11 5 7 3 I 11 5 r 1 3 12 12 3 4 5 4 12 7 3 4 4 1 2 7 3 4 210 4 T % 3 f- 11 ° V / 3 4 11 r1 3 4 7 3 4 4 12 .; 3 4 4 12 7 3 4 1/4'•m W/ RAWL CALK -IN 7/8" MIN. EMBEDMENT & 1/4 -20 BOLT 48 12 12 12 9 12 12 12 11 6 11 10 12 7 r- 7 I c- I F N 12 12 12 12 12 121 12 9 12 12 12 11 6 8 62 12 12 12 7 12 12 12 9 5 9 7 12 6 3 6 12 12 12 10 12 12 12 12 7 111 9 12 10 5 I 72 12 12 11 6 11 12 12 7 4 7 7 12 6 3 6 12 12 12 9 12 12 12 12 6 919 12 10 5 I' 92 12 12 8 5 8 7 12 6 3 6 7 12 6 3 6 c I 0 12 12 7 10 9 12 10 S 7 9 12 10 5 I 210 7 12 6 3 6 7 12 6 3 6 7 12 6 3 6 9 1210 5 7 9 1210 5 7 9 1210 5 7 1/4 • RAWL ZAMAC NAILIN W/ 1 -1/8" MIN. EMBEDMENT _- 48 12 12 12 5 8 12 12 9 4 5 5 10 5 / 3 f• M 12 12 7 9 12 12 11 4 6 5 11 6 3 3 62 12 12 10 4 6 12 12 . 3 4 3 9 4 3 N M 12 12 5 7 12 12 8 3 5 3 10 5/ 3 72 12 12 8 3 5 6 11 6 3 3° 4 3 12 12 10 4 6 7 12 7 3 4 3 10 S j 3 9 2 9 3 12 9 6 4 3 4 3 9 4 3 3 9 3 3 9 4 3 9 4 4 i 3 10 3 12 8 3 10 5 3 3 10 1' 5 A 5 0 3 3 3 10 S A 3 210 3 10 5 "PANELMATE" MIN. 1 /4 "m FEMALE W/ 1 -1/4" EMBEDMENT & 1/4 - 20 MACHINE SCREW _` 48 12 12 11 7 12 12 8 5 10 4 i 12 12 12 - _ 12 IL 9 4 5 5 10 S p hl 62 12 12 8 6 11 12 6 3 8 4 /% 12 12 10 _ 12 12 7 3 4 3 9 4 / 3 72 12 12 7 5 6 11 5 � p 8 4 ��12 12 8 4 5 6 11 6 3 3 9 4 92 9 12 5 4 3 8 4 , 8 4 OA 9 12 3 4 3 m l in 'n N 9 4 3 3 9 4 210 3 8 4 3 8 yr 8 4 3 9 4 3 3 9 L. 3 3 9 4 HOLLOW CONCRETE BLOCK 1 1/4" ITW T MBED 1-1/4" MIN. EMBEDMENN T 111111111111111111111111111111ll� 48 12 12 9 4 11 11 � 6 3 � , , ' 12 i1 6 12 12 3 4 3 M m 7 4 62 12 12 6 3 8 8 4 r 5 3 12 12 8 4 9 9 Vi 6 3 6 4 72 10 10 6/ 4 7 4 rAd j 5 3 /A 12 12 7 4 4 8 5 4�/ 6 4 ;/ 92 6 8 4 %� % /�% �% 3 %A 7 3 6 4 % 6 4 %f 4 Er, 210 5 / �/ ,. , 3 �� 7 ■ IT / 5 � 3 %/% �� ' � 6 4 %� 6 4 •6 4 1/4". RAWL CALK -IN W/ 7/8" MIN. EMBEDMENT & 1/4 -20 BOLT 48 12 12 9 _ 12 12 6 4 8 4 p 12 '' '2 6 8 12 12 10 6 5 11 6 62 12 12 7 10 11 5 3 7 • 3 12 •L 1 • 5 6 12 12 8 9 S ` / m m m .1� 72 12 12 6 5 9 4 3 7 3 0 4 O 12 12 10 4 5 7 12 7 4 3 9 5 50 92 8 10 1 5 3 7 3 3 7 3 /10 12 7 3 4 3 9 3 1 3 9 210 3 7 7 3 % / 3 7 3 3 9 5 3 5/ 3 3 1/4 m RAWL ZAMAC MIN. E MBBEE DMENT 1-1/8" MIN. E 1. 1 48 1212 1010 6 3 6 JA3 41212 11 5 1212 8 4L3 62 11 11 7 8 5 5 3 / 12 12 8 4 8 9 6 3 6 AA 72 10 10 i 7 4 /A S 5 ; 3 A/ 11 11 7 3 4 8 5 // 6 4 92 6 8 , 4 4 � 5 3 O F 6 9 6 r4 3 6 4 frA 210 A 5 3� % %� % %rd 3% A 6 4 % %% 6 4M 6 4%% "PANELMATE" MIN. 1/4". FEMALE W/ 1 -1/4" EMBEDMENT & 1/4 -20 MACHINE SCREW -. 48 12 12 11 7 12 12 8 3 10 • 4 12 12 12 6 8 12 12 9 5 5 10 5 % 3 62 12 12 8 6 11 12 6 3 8 4 12 12 10 4 6 12 12 7 4 3 9 3 1 3 9 4 V 3 4 3 72 12 12 7 5 6 11 5 8 ,� 4 Ir 12 12 8 4 5 6 11 6 / �i DIMEM> 92 9 12 3 8 5 A 4 3 8 4 r7 3 8 4 A 4 ', A M 8 3 8 4 A 9 12 6 3 4 3 9 4 7% 3 9 4% 3 3 9 4 3 3 9 4 3 3 9 4 3 4 3 210 FASTENER ANCHOR SCHEDULE DESIGN LOADS SPACING REQUIRED (INCHES O.C.) FOR VARIOUS EXISTING STRUCTURE ANCHOR TYPE NEG. LOAD (W) P.S.F. MAX. (SEE NOTE 1) 3/4•• EDGE DISTANCE SPANS UP TO 5' -8" (SEE NOTE 1) SPANS UP TO 8' -0" (SEE NOTE 1) SPANS UP TO 13 -1" (SEE NOTE 1) CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 QOOM 1/4". W000 LAG SCREW W/ 1 -3/4" MIN. EMBEDMENT SHEAR PARALLEL OR PERPENDICULAR TO WOOD GRAIN 48 12 12 11 7 12 12 12 8 5 11 10 12 4 3 7 62 12 12 8 5 12 12 12 6 Z. 8 7 12 4 % 6 72 12 12 7 5 10 12 12 5 3 7 7 12 4 / 6 _ 1MORIME> 92 12 12 5 3 8 7 12 4 V 6 7 12 4 6 210 7 12 4% 6 7 12 4/ 6 Fl 12 4 7 6 07/20/98 17 07 ANCHOR NOTES: 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE SHUTTER SPAN FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE IN TABLE 1, SHEET 5. 2. ENTER TABLE BASED ON THE EXISTING STRUCTURE MATERIAL, ANCHOR TYPE AND EDGE DISTANCE. ENTER TABLE WITH THE NEGATIVE DESIGN LOAD AND SHUTTER SPAN OR THE NEXT HIGHEST VALUE SHOWN. 3. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. 4 MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 5. EXISTING STRUCTURE MAY BE CONCRETE, HOLLOW BLOCK, OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE. 6. MACHINE SCREWS SHALL HAVE A MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND M/• Y HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT). U.O.N. 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING, WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 8. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF 2x WOOD STUD. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. 9. FOR BUILD -OUT MOUNT SECTION V ANCHOR SPACING SHALL NOT EXCEED 8 -1/2" 0.C. 10. FOR BUILD -OUT MOUNT SECTION K ANCHOR SPACING SHALL NCT EXCEED 6" O.C. ®= DC NOT USE ANCHOR. APPRCVD .AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE OAT- ( 1s BY -. ' ?RCDUCT CO; ;ROL DIV :S :0N BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. ° (_�O 53 . p2 :Z 07 W I ;< U .O es U w N w Z 0 4 0 81998 drawing no. 98 -841 GANr 6 of 6 0: z 0 1 : • :::.i.:. i cy. )I�oi'1�I�;�1 m - - or e 1 . I g o . . . J VJK �< �+ 1 PROfES • 'ALE c' ! FL n No: PE • •10 83 07/23/961 j scats drawn by 1 AS NOTED MCI ds b7 ( cb•ck.d 071 VJx VJK CONSULTING ENGINEERS • PRODUCT TESTING