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SHUTTERS PERMITPERMIT APPLICATION FOR MIAMI SHORES VILLAGE 3 \ °+ - 1 Job Address 1 3 a- S4 et). I- Tax Folio Legal Description Historically Designated: Yes No 41VA Owner/Lessee / T e n a n t B g- \.1 A tv A s �� ' �f k-e- Master Pennit # Owner's Address \ N E. q 54- N ,'' s ''e.S Phone 3° 5 3 1 ? oc> Contracting Co. AO cc Qualifier S c`` -� p Square Ft. FEES: PERMIT Cc?f u cri 0 �snz— \ 7 RADON C.C.F. APPROVED: / / Zoning Building '? h / l Mechanical Plumbing ` SS# Phone f q.5 /376 -<. `a State # J Municipal # Competency #94 'Seca Ins. Co. Archite _ ��Git+ \M� �' ti�� �Ax ,,--) Address s o 0 - 1 Co ST ( (.."I dea b Bonding Company Address Mortgagor Address Permit Type (circle one) B .17 ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION QC") d4c <. o O_ c) ` - ( Co S Estimated Cost (value) 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. P c.c Signature of owner or Condo President Date Signature of Contractor or Owner- Builder Date otary ss to Owner and/or Condo President Date Notary as to Contractor or Owner- Builder Date My Commission Expires: My Commission Expires: Address `7 ( 3 5 Li-- ) c - 1-7 s ULa b Electrical NOTARY BOND TOTAL DUE Engineering PERMIT APPI.JCATION FOR MIAMI SHORES VILLAGE at 06/25/97 Job Addreas 122 NE 92 Street Tax Folio Legal Description Amer/ Lessee / Tenant Bryan & Anna Pyke Master Permit # Owner's Address 122 NE .92 Street Miami Shores, FL 33138 P 305 - 573 -8600 Contracting Co. Advanced Home Products Address 7635 W. 2 Court Hialeah, FL Qualifier Joseph R. Buzzella State 0 - - -- Municipal 41 -- Architect /Engineer RAMMS Engineering Address 2100 W. 76 Street Hialeah, FL Bonding Company , Address Mortgagor Address Permit Type(circle one): BUILJI ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORE DESCRIPTION Install 20G. Steel Storm Panels O. square Pt. ) "l a Estimated Cost(value) 984.04 Cignature of owner and /or Condo President Date: SS4t Compotancy 41 Ina.Co.Coastal Insurance WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO CO 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 f OF COMMENCEMENT). rpplication is hereby made to obtain a permit to do work and installation as indicated above, and n 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. (WNER'S APPIDAVIT: I certify that all the foregoing information is accurate and that all work will tee done in compliance with all applicable laws regulating construction and zoning. Furthermore. I *uthorize the above — named contractor to do the work stated. Other 9930496 t °atary as to Owner and /or Condo President Notary as t. to. C' Commission Expires: My Comscissi n Expires: DEC .�A ANN R1'CJR Notary Public -State of Florida I My Commission Expires JUN 15, 1999 ae R * * * * * * * * * * { * COMO. #CC 4 * xi ridES : PERMIT RADON C.C.P. NOTARY TOTAL DUE APPROVED: Fire Zoning__,. .. Buildin Mechanical, . Plumbing Electrical _t.• Engineering 1' 5 - r V _ r Building Stze : 1st Floor Windows HAG.: 2nd Floor Windows H.A.G. : Root Moan HAG.: F t. Ft. 1 as Nom ; - 9 - s r M m t P `( 5) 5'73 - (.0800 OPENING DATA HOME LACED PRODUCTS SHUTTER DATA SUBSIDIARY OF __ q`750LI-98 ECH, INC. sores If SUB TOTAL ITEMIZED PR/CEING ,0' ♦a�'c� -,e �'� ° '�` °� e ♦e it 5'` #1 CP �t` 5 e a Cb A a. ec a o► O`� Q ■ e o Q G �. �, ,c° �♦ Q om♦ 1 274 95 181 vertical 22 100 1,152.08 2 38 4 0 11 ACCORDION SHUTTER 82.95 1, 235.03 289.33 289.33 20 ga.Steel 2 1! Please Notes... permit fees are not i Your Cost installed... 1 524.37 Advanced Home Products,Inc. 7635 West Second Court. Hialeah,FI 33014 09/08/96 { DESIGN WIND LOADS IN P.S.F CLASS ONE BUILDING 1 10 M.P.H. FASTEST MILE WIND SPEED COMPUES WITH ANSI /ASCE 7-88 TRIBUTARY AREA IN SQUARE FEET 0 -10 20 50 100 200 500 1000 -1.3 -1.43 .1.34 -1.27 -1.19 -1.1 •1.1 15' 0.8 47.81 45.90 43.44 41.53 39.34 36.88 36.88 20' 0.87 51.99 49.92 47.24 45.16 42.78 40.11 40.11 25' 0.93 55.58 53.36 5.0.50 48.28 45.74 42.88 42.88 30' 0.98 58.57 56.23 53.21 50.87 48.19 45.18 45.18 40' 1.06 63.35 60.82 57.56 55.02 52.13 48.87 48.87 50' 1.13 67.53 64.83 61.36 58.66 55.57 52.10 52.10 60' 1.19 71.12 68.27 64.62 61.77 58.52 54.86 54.86 ROOF MEAN ABOVE GRADE ROOF MEAN ABOVE GRADE (5) END ZONE MAXIMUM CONDITIONS (4) INTERIOR ZONE CONDITIONS TRIBUTARY AREA IN SQUARE FEET 0.10 20 50 100 200 500 1000 -2 •1.873 -1.625 -1.3 -1.375 -1.1 •1.1 15' 0.6. 61.47 58.06 51.23 47.81 44.40 36.88 36.88 20' 0.87 66.85 63.14 55.71 51.99 48.28 40.11 40.11 25' 0.93 71.46 67.49 59.55 55.58 51.61 42.88 42.88 30' 0.98 75.30 71.12 62.75 58.57 54.39 45.18 45.18 • • 40' 1.06 81.45 76.93 67.88 63.35 58.83 48.87 48.87 50' 1.13 86.83 82.01 72.36 67.53 62.71 52.10 52.10 .60' 1.19 91.44 86.36 76.20 71.12 66.04 54.86 54.86 Notation: L 10% of minimum width or 0.4h. whichever is smaller. but mot less than either 4% of minimum width or 3 h: mean roof height in feet. except that save height may be used when 0=10 degrees: and 0: roof slope t o r . L J 7639 w. 6lCO••e C7. ..•.w.. • 33n•• A otirsor+ or EM TALItCH. me ssr. •657 RAMS ENGINEERING, INC. ..5f-d.S .TY. m oo66e3. pe. 6. 6.R1. 6/t •• ...a, as OM METRO -DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Metal Tech Weatherwall Division 7635 W. 2nd Court Hialeah FL 33178 Your application for Product Approval of: 20 ga , Galvanized Steel Storm Panels 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, along with Drawing No. 95015, Sheets 1 thru 6 of 6. (For listing, see Section 8 of this Notice of Acceptance) 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. The 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. Acceptance No.:95- 1220.03 Expires:04 /04/99 Approved: 04/04/96 -1- METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE SUITE 1603 METRO DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI. FLORIDA 33130 -1563 (305) 375-2901 FAX (305) 375 -2908 INTERNET: mdcc01@shadow.net PRODUCT CONTROL SECTION (305) 375-2902 FAX (305) 372 -6339 Raul Rodfiguez Product Control Supervisor THIS IS THE 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. s anger, Director Building Code Compliance Dept. Metropolitan Dade County Metal Tech.. Inc. 1. DESCRIPTION 1.1 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS This approves a 20 ga. galvanized steel storm panel designed to comply with the South Florida Building Code. 1994 Edition for Dade County, for the locations where the pressure requirements as determined by ASCE 7 -88 "Minimum Design Loads for Buildings and Other Structures ", do not exceed the Design Pressure Rating values in Section 7 and within the limitations contained in Section 3. 2. MATERIAL CHARACTERISTICS 2.1. The storm panels shall be constructed as indicated on approved drawing No. 95015, Sheet 1 of 6 using galvanized 20 gage steel, with Fy = 33 ksi min., conforming to ASTM A 446 -91 Structural Quality, minimum grade A, with a G 90 minimum coating. 2.2 Panels have a nominal width of 12.50" and a total width of 14.0 ", forming 1 5/8" deep ribs 23 Components shall be aluminum alloys 6063 -T6, extrusions and 1-1/2"x 1-1/2"x 1/8", 2 "x 2 "x 1/8", 3 "x 3 "x x 1/8 ", 5 "x2 "x 1/8" angles, 1- 1/2" x 1/8" flat bar, 2- 3/4 "x 2 "x.062" 'h' header, 2 "x2 3/8 "x.074" 'u' header, 3/8 "x 1- 21/32 "x .093" 'F' track and also .050" and .060" thick parts of numerous shapes and sizes used as return pans for built -out conditions. 3. LIMITATIONS 3.1 The design will be dependent on the maximum panel height of 126" or 10' -6" to be installed only as outlined on drawing No. 95015 Sheets 1 thru 6 of 6. 3.2 Minimum separation to existing glass to protect shall be 2- 1/2" for spans up to 102" 2- 3/4" for spans up to 126" 33 Maximum clearance between top of panel and inside of header shall be 1/4 ". 3.4 Special Requirement: Reinforcing straps, consisting of one 1- 1/2" wide by 1/8" thick flat bar of aluminum alloy 6063 -T6 must be used as shown on Sheet 4 of 6 and fastened with a 1/4" -20 stud bolts w /wing nut & washer and spaced at max. distance of 12 -1/2" on center. The required straps per span condition shall be as follows: 3.4.1 Panel Spans up to 68" - No reinforcement straps required. 3.4.2 Panel Spans 68" to 102" - One reinforcing strap at midspan 3.4.3 Panel Spans 102" to 126" - Two reinforcing straps at 1/3 spans - 2 - ACCEPTANCE NO.: 95- 1220.03 APPROVED : APR 0 4 1996 EXPIRES : APR 0 4 19 9 9 A. A� O o : lanco, P.E. - Plans Examiner II Product Control Division Metal Tech.. Inc. ACCEPTANCE NO.: 954220.03 APPROVED : APR 0 4 1995 EXPIRES : APR 0 4 1 9 9 9 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 4. INSTALLATION 4.1 The panels shall be installed only in the following condition: 4.1.1 Direct Wall Mount The panels are secured at the header and sill with 1/4 " -20 x 1/2" side walk bolts into with 1/4 " -20 x 7/8" ELCO Hanger Mate anchors countersunk and flush with surface, with a maximum spacing of 12 1/2" o.c. as shown on Detail 'C' , Sheet 3 of 6; or the panels are secured to a header and sill aluminum (1 /8 "x 1- 1/2 ") studded strap with 1/4 " -20 x 3/4" studs spaced 12- 1/2" o.c. the straps are anchored to the wall with 1/4 " -20 x 7/8" ELCO Hanger Mate anchors countersunk and flush with surface, with a maximum spacing as per "Anchor Schedule ", Sheet 5 of 6, for wood framing or 1/4" diameter masonry screws, with maximum spacing as per "Anchor Schedule ", Sheet 5 of 6, for concrete or masonry. The panels are reinforced with aluminum straps or horizontal stitching, described in Section 3 of this Acceptance Notice, (See detail 'A', 'B' and Elevation, Sheet 4 of 6). 4.1.2 Wall Mount - (w /'h' - Header & Sill Track or Anglel The panels are engaged into an aluminum 'h'- header as shown on Details 2, 3, 5, 6 or 8 , Sheet 2 of 6, and are then attached to a sill angle or track as shown on Details 5, 6 or 8 , Sheet 2 of 6, the header and sill angle or track are then anchored to the wall with the approved fasteners spaced at a maximum o.c. spacing as per "Anchor Schedule ", Sheet 5 of 6. The panels are reinforced with aluminum straps or horizontal stitching, described in Section 3 of this Acceptance Notice, (See detail 'A', 'B' and Elevation, Sheet 4 of 6). 4.1.3 )3uild Out Mount The panels are engaged into an aluminum 'u'- header as shown on Details 12, 13, 14, 15 or 16, Sheet 2 of 6, and are then attached at the sill as shown on Details 12, 13, 14, 15 or 16, Sheet 2 of 6, the header and sill are then anchored to the wall with the approved fasteners spaced at a maximum o.c. spacing as per "Anchor Schedule ", Sheet 5 of 6. The panels are reinforced with aluminum straps or horizontal stitching, described in Section 3 of this Acceptance Notice, (See detail 'A', 'B' and Elevation, Sheet 4 of 6). 4.1.4 Ceiling/Inside Mount The panels are engaged into an aluminum 'u'- header as shown on Details 1 or 4, Sheet 2 of 6, and are then attached to a sill angle as shown on Details 7, 10, or 11, Sheet 2 of 6, the header and sill angle are then anchored to the wall with the approved fasteners spaced at a maximum o.c. spacing as per "Anchor Schedule ", Sheet 5 of 6. The panels are reinforced with aluminum straps or horizontal stitching, described in Section 3 of this Acceptance Notice, (See detail 'A', 'B' and Elevation, Sheet 4 of 6). 4.1.5 Anv combination of the above. -2a- Orlan .' anco, P.E. - Plans Examiner II Product Control Division Metal Tech.. Inc. ACCEPTANCE NO.: 95- 1220.03 APPROVED : APR 0 4 1996 EXPIRES : APR 0 4 1999 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 4.2 Anchorage of the shutters shall be to concrete, masonry and/or wood framing and shall consist of only the anchors specified on drawing No. 95015, Sheets 1 thru 6 of 6. Substitution of anchor type or indicated embedment is unacceptable and are to be engineered separately. 4.3 Fasteners must have their own Notice of Acceptance and must be made of stainless steel or have adequate protection against corrosion, per DIN 50018. Aluminum contacting metals not considered compatible shall be properly protected. 4.4 Permanent set fastener components, embedded anchor bolts, threaded cones or metal shields, not in use, must be protected against corrosion, contamination and damage at all time. 5. IDENTIFICATION 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Dade County Product Control Approved ". 5.2 Also a Warning Note shall be permanently stamped in each panel advising the home owner or tenant that the storm panels will not offer hurricane protection unless all reinforcing bolts and/or straps are properly installed. 6. USE 6.1 Application for building permit shall be accompanied by two copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Completely dimensioned drawing showing size and location, including height above grade, of openings to receive shutters; mean roof height, length and width of building. 6.1.3 Duplicate prints of approved drawings No.95015, Sheets 1 thru 6 of 6, bearing the approval stamp, Notice of Acceptance number and date by Dade County Product Control Section, clearly marked to show the components selected for the proposed installation. 6.2 The Building Official shall ensure the adequacy of shutter to meet the pressure requirement of the opening in which it is to be installed -2b- Orlan " ' an o, P.E. - Plans Examiner II Product Control Division TEST TEST LOAD DESIGN LOAD Deflection LARGE MISSILE IMPACT TEST SFBC PA 201 -94 SATISFACTORY CTC 95 -042 Max.. . 2- 3/4" CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 POSITIVE +120.0 PSF CTC 95 -042 +92.0 PSF CTC 95 -042 CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 NEGATIVE -195.0 PSF CTC 95 -042 -150.0 PSF CTC 95 -042 UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 POSITIVE +109.0 PSF CTC 95 -042 +73.0 PSF CTC 95 -042 Max. @ Design 1.5" UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEGATIVE -96.20 PSF CTC 95 -042 -64.0 PSF CTC 95 -042 DESIGN PRESSURE RATING See Design Load Pressure Rating vs Panel Span Chart, Sheet 4 of 6, Drawing No. 95015 Metal Tech.. Inc. 7. TESTS PERFORMED TESTS: RESULTS: -2c- ACCEPTANCE NO.: 95 -1 220.03 APPROVED APR 0 4 1996 EXPIRES APR 0 4 1999 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 8. EVIDENCE SUBMITTED 8.1 Tests: 8.1.1 (1) Uniform Static Air Pressure Test per PA 202 -94, (2) Large Missile Impact Test per PA 201 -94 and (3) Cyclic Wind Pressure Test per PA 203 -94 of galvanized 20 ga. steel storm panels, prepared by Construction Testing Corporation, Report No. CTC 95 -042, Pages 1 thru 6 of 6 , dated December 6, 1995, signed and sealed by Christopher Tyson , P.E. 8.2 Drawing: 8.2.1 Drawing No. 95015, Sheets 1 thru 6 of 6 , prepared by Ramms Engineering, Inc., dated 10/01/95, signed and sealed by Robert S. Monsour, P.E. 8.3 Material certification: 8.3.1 Certified Tensile Test Report prepared by QC Metallurgical, Inc., Report No. QCM 5LM -2843, dated December 11, 1995, for specimen CTC -95- 042 -C. 8.3.2 Mill Certified Inspection Report: Certification Code No. 6405, Laboratory No. 95 -05 -345, Page 1 of 1, dated 05/11/95, prepared by Sherry Laboratories. 8.4 Calculations: 8.4.1 Comparative analysis and anchor calculations, dated 03/04/96, Pam 7 of 7, prepared by Ramms Engineering, Inc., signed and sealed by Robert S. Mo Orl• :lan o, P.E. - Plans Examiner II Product Control Division Metal Tech.. Inc. ACCEPTANCE NO.: 95- 1220.03 APR 0 4 1996 : APR 0 4 1999 APPROVED EXPIRES NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 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: "Dade County Product Control Approval ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted-by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process; b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words 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 copies need not be resealed by the engineer. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Acceptance contains pages 1, 2, 2(a) through 2(c) and this last page 3. Items 10. 11 & 12 listed below only apply to glazed products and doors 10. Unless specifically indicated in the Acceptance (approval), this unit is approved as a single unit installation. For multiple installation of this unit, a separate Acceptance for mullions is required from the Product Control Section. 11. The spacing of fasteners at window sills shall be as tested. The spacing of fasteners in all other parts of the frame, shall be as tested, but in no case shall exceed 24" on center. The first fastener shall be located at a maximum of 6" from each corner and mullion or stile. Fastener shall fully penetrate the buck, which shall be the same size as the one tested with the unit. No wood or plastic shields or pins shall be used for anchoring. See section four (4) of this approval for sizes of fasteners used in testing. 12. Hardware for all windows and doors shall conform to Security and Forced En Florida Building Code. -3- END OF THIS ACCEPTANCE , Chapter 36 of the South Or ando BI • o, P.E. - Plans Examiner II Product Control Division 4, IAPIOUS DEGREE CORNER AN CORNER PAN ANCHOR x .1 25 �J a� .062 1 P—‘-17 V7671,171. I 1 .062 rr SPECIAL PANEL SECTION 4• 1 1 r TYPICAL PANEL SECTION MOUNTING HOLES 12 1/r 0.C. CROSS SECTIONS .050 /e" 393 SC 1 1/2 R ETU RN 4- ; n 3LOCXING .060 TYPICAL L2H 1 1 r 2 P2X2 PA770! vtl 0" r AtACES STUD MAY BE /NTALLED IN REVERSE DIRECTION BLOCKING I r I LJH FLAT BAR 'JH 2 t / . ALL STUDS 3 /8'(1YP.) ALL APPLICATIONS INCLUDES S7UODFL T7 1/4 -20 X 3/4 18 -8 STAINLESS STEEL KNURLED STUDS 12 1/2" O.C. 3 / ( 1 W. ) ALL APPLICATIONS ANCHOR MOUNTING HOLES LOCATED ON EITHER HORIZONTAL OR VERI7CAL LEG, 7 /ro FOR REMOVABLE, 1/4 "0 FOR PERMANANT ANCHOR SPACING vs. DESIGN PRESSURE 1/8" ANGLE MAY VARY IN SIZE ANGLES STUDDED IN e.g. 1.5x1.5 2x3, 2x2 or 5.25x2.25 SHORTER LEG ONLY STUDDED ANGLE DETAIL 1/8" x 1 1/r FLAT STUDDED STRAP MAY BE USED IN PLACE OF ANGLE CCML /ES tWI T H: S.F.9.C. 7994 E0/7-!CN FCR DADE COUNTY SOUTH = LORIDA BUILDING CODES CHAPTER 23, SECTIONS 402.3 ADOPTION OF ASCE 7 - 88. 2314.5 FATIGUE LOAD TESTING. 2315 IMPACT TESTS AND 7 99 S.E.C DESIGN CRITE.R /A: WIND LOAD PER CHAPTER 23 OF S. F. B. C. PRESSURE RECU/REMENT CALCULATIONS MUST BE PERFORMED PER ASCE 7 -88 "MINIMUM DESIGN LOADS FGR BUILDING AND OTHER STRUCTURES" DEFLECTION — L /30 W /2" MAX ON POSITIVE LOAD GENERAL NOTES: THIS APPROVES STEEL STCRA4 PANELS CESIGNEO FCR THE FOLLOWING LOCATIONS: A. NON COASTAL ZONE 8U/LO /NG 8. COASTAL AND NON COASTAL ZONE Su LOIN: ALL ALUMINUM EXTRUSIONS TO BE ALLOY 6063 —T6 OR EOJAL STORM PANELS SHALL BE ASTA4 SC GRACE A MIN. Fy WITH A NOMINAL W /CTH CF HE STORM PANEL SHL/T7 MAY BE INSTALLED VERTICALLY OR HCR:ZONTALLY, IN ACCORCANCE TC THE DETAILED S /FICAi/CNS HEREIN. EDGE OISTANCE SPE.CIF.'CAT /ON TABLE APPLIES TC HE4QER AND SILL APPLICATIONS ONLY. ANCHORAGE OF THE SHUTTER SYSTEM TO CONCRETE CR MASONRY SHALL CONSIST OF 7/4" DIA. X 7 7/2" SLEEVED DRIVE ANCHORS ( STAR DRYVINS ) , 1/ -2C MACH /NE SCREW ANCHOR ( TAMP /NS ) WITH FLOCK PLUGS, 1/4" X 1 1/2" MASCNRY SCREWS ( TAP/CCNS ) 7/4'" X 1 7/2" WEDGE ANCHCR CR SLEEVE ANCHORS. ( 7/4 X 3/4 LAGS OR #14 SELF TAPPING SCREW ) WITH LAG SHE /LD . NAILED STUD ANCHORS CR OTHER DADE COUNTY APPROVED ANCHORS NOT LISTED USED IN COMBINATION WITH 7/4 -20 MACHINE SCREWS WITH . 7/4 -20 NUTS AND HASHERS, 7/ -2C WASHERE✓O. WINGNUTS, KEYHOLE WASHERS ANC KNURLED STUDS. SPACING AS INDICATED CN TH /S _^,RAKING. ANCHORS SHALL P.RCVIDE A MINIMUM EMBEDMENT INTO THE WOCC, MASONRY, BRICK AND /CR CONCRETE. REFER TO ANCHOR SCHDULE FOR MINIMUM EMBEDMENT. ANCHOR LENGTH MAY VARY TO ACHIVE THE PROPER EMBEDMENT. SEE SHEETS 5,6 AND • 7 FOR ALT ERNITIVE ANCHORS AND CONCITICNS ANCHORAGE TO W000 CCNSTRUCT/ON SHALL BE 7/4" STEEL LAGS OR LARGER /✓/TH 7" MIN. PENETRATION. 1/4 -20 BRASS W000 BUSHINGS SE= SHEETS 5,6 ANC 7 FOR ALTERNIT/VE ANCHORS AND CONDITIONS ALTERNATIVE ANCHORS AND CONCIT/ONS ON SHEET NO.'S 2 -6 EACH UNIT SHALL BEAR A PERMANENT LABEL OR STAMP SHOWING " E TECH, INC. HIALEAH, FL " " CAGE COUNTY PRODUCT CONTROL APPROVED " WARNING TO O'NNER CP TENANT LOCATED IN EA HEADER CR ONE PANEL OF EACH OPENING, STATING " STORM RANELS 'N /LL NOT OFFER HURR ICANE PROTECTION UNLESS ALL REINFORCING STRAPS OR BOLTS ARE PRGPERLY INSTALLED, WHEN REOURED " DURING WING VELOCITIES EXCEEDING 75 M.P.H. PERMANENT FASTENER COMPONENTS. EMBEDDED ANCHOR BOLTS. THREADED CONES CR METAL SH /ELCS, NOT /N USE, MUST BE PROTECTED AGAINST CORROSION. CONTAMINATION AND DAMAGE AT ALL TIME. `, • ROBElt X... ZQ:oFt PE EB T'C�O PAI S ENGIIVEEIZf1G,iNC. 20 GAUGE STEEL. = K.S.I. MINIMUM VAL 72 7/2 " HOT DIP COATED, 20 ga. WiTN THE CODE 199ZZ APPROVED AS C SOUTH FLORID DAT BY PROD COL DIVISION BUI C'' COMPLIANCE OFFICE ACCEPTANCE NOQ5" 1 22 ,03 S£P/JRB 10/01/95 SHOWN A: 95015 1 • • s I• • DETAIL 1 • • B 4 Fl ll H I HEADER WITH A ,9 WOOD BLOCKING WITH .3/13 LACS INTO MUSS RETURN USE 7/1 E LAGS WHEN 24'0.C. H1 HEADER WITH 1/4" x 2' LACS INTO 2x4 LEDGER IF NO 2x4 LEDGER USE LAGS INTO MUSS RETURN *1TH FLAT WASHERS USE 7/16' LAGS WHEN 24'0.C. 2 X 4 STRINGER TO BE INSTALLED BE1NEFN 7RuSSES TO SuPPORr ENO OF HEADER IF IT IS MORE THAN 6' PAST TRUSS e�yE THRU MNDOW • nu i STORM PANEL 3/8' THRUBOLIS 7/2 ex. 7/4 X2 LAG BOLT WITH LEAD SHOED OR SEE NOTE* 9 f 1 111 MTH 2XJX.125 AND ON BOTTOM WINO PRESSURE 77.5 P.S.F. MAX. MAXIMUM PANEL LENGTH 48 - 17.F.YAIP . Mkt .. a DETAIL 13 DETAIL 9 1 RooR PLuc ANO MACHINE SCREW ANCHOR FULL STORM PANEL THICKNESS VARIES CORNER PAN ANGLE MAY VARY WHEN ANCHORING NM W000 USE LAG sous OR SEE NOTE * 1 7/4" MAXIMUM 'WOOD COUNTER 1 1/4' MAX. THICKNESS COUNTER .%AY BE 10 OF OTHER MATERIAL 7/4' x 1 7/2' HAMMER DRVES OR SEE NOTE * REFER 70 HARDWARE SHEET FOR SPACNC CON77NUCUS 2.25 x 5.25 x 1 /B' ANGLE '/ARIES FLANGE (LAY BE REvERsE0 OR ROTATED HORIZONTALLY FOR AN ADJUSTABLE HOR /SILL 1/4 - 20 THRU BOLT W/ LOCK NUT 12' 0.0. H/ (..HEADER OR SILL VARIOUS SIZES RETURN PAN VARIOUS SIZES 1/8 X 1 1/2 FLAT 84R SILL (STUDDED iYRH W7NGNUTS 8 SP£CW. PANEL CONFIGURATION MAY BE NEEDED FOR TRAPPED WIDTHS PANELS MAY BE ADDED TO WITH A MAXIMUM ADD -ON OF .r FASTENED To Awn. BY THE' USE OF /64 POP RNETS 3/16" TUBULAR R/V£TS OR 70 -24 RU BOLTS 16 O.C. RERAN PAN, ANGLE. TUBE OR *000 MUST 80 USED ON ALL BUILD OUT CONDiT7ONS TO CLOSE OFF ENDS E. 1 ° 1 LIH OR OTHER L STUDDED ANGLE ve7 80 MOUNTED IN REVERSE 01RECn0N LIM w,I-..�n � 1 CONTINUOUS BLOCKING 1/8 ANGLE ' mous siz£s SCREWED OR BOLTED TOGETHER *7TH 4 � /14 X 3/4 SELFTAPPINC SCREWS OR 1/4 -20 1HRU BOLT W/ LOCH NUT 12' 0.C. USED .45 HEADER OR SILL E.D.• a> 1/4 -20 FLOOR PLUG { WITH MACHINE SCREW ANCHOR OR s£E NOTE * 71.5 PSF MAX. DETAIL 10 DETAIL 5 SLOTTED MOUN71N0 HOLE INY BE L/SED IN coy WEB OF PAND.. TYP. FOR ALL SPECIAL PAN APPLICATIONS. PLAN VIEWS DETAIL 17 A.8. C SEE GENERAL NOTES ON WOOD HEADER OR SRL C LAG BOLTS OR 5EE NOTE * 14211 SLFEVEO DRIVE ANCHOR OR SEE NOTE* LC OR SC AS HEADER OR SILL WHEN ANCHORING INTO WOOD USE L46 BOLTS DR SEE NOTE * *000. CONCRETE OR MASONARY HEADER OR SILL DETAIL 2 WOOD. CONCRETE 0R MASONARY HEADER OR SILL • BLOCKING vAR1005 511£5 HEADER OR SILL •ARIOUS TYPES — 1/4 -20 BUSS HEAD 1/ LOCK NUT 12' O.C. •— H29 HEADER. LIH SILL OR TI SILL S LAG BOL rs TYP. OR SEE Norr * SEE GENERAL NOTES ON W000 HHEAOFR OR SILL DETAIL 14 OPTIONAL USE OF 1 /8" ANGLE FOR PURPOSE OF EXTENDING WALL _FLOOR PLUG AND MACHINE SCREW ANCHOR D INSIDE CLOSER 1 7/4 -20 BOLL 174 L COW Moo BOTTOM ONE EACH SIDE E. 7/4' SLEEVE? ORNE ANCHOR OR SEE NOTE * 4 ® L1H r Li=b WHEN ANCHORING' INTO *000 °�O U5£ LAG BOLTS OR SEE NOTE * ° • • I L 1/1 HEADER OR OTHER L ANGLE USED AS HEADER OR SILL HEADER ON TOP 5111 ON BOTTOM PAN ASSEMBLY CLOSER PAN HANDLE 1 DETAIL 6 • 77.5 PSF MAX. • DETAIL 3 0429 _ f jSTORM PANG STORM PANEL MAXIMUM GAP BE7WE£N STROM PANEL AND D.L.O. SHALL NOT EXCEED 1/4' AS VIEWED FROM FRONT V/E'N 7/4' SLEEVED DRIVE ANCHORS OR 5EE NOTE * HEADER OR SILL VARIOUS TYPES y DETAIL 11 7/4 -20 5T1.10 WITH .RNGNUT (TYP) MASONRY SCREW 7 1/r .MIN. EMBEDMENT OR SEE NOTE * LIH SILL .115 OR OTHER HEADER AND SILL VARIOUS TYPES CONTINUOUS /1000 BLOCKING VARIOUS SIZES DETAIL 15 PANEL NOTCHED AT 8071044 TO PASS OVER STUD AND W7NONUT rN 570.4. (EACH soof) STUDDED ANGLE MAY BE 4/0uN7-,.0 IN REVERSE DIRECTION (TYP.) CONTINUOUS BLOCKING 21517/8 ANC. AND 2 X J X 7/a ANC. SCREWED OR BOLTED TOCET7+012 44TH /74 X 3/4 SELFTAPPING SCREWS OR 1/4 -10 1HRU BOLT N/ LOCK .NUT 7r 0.0. 1/4-10 FLOOR PLUG .47T7-1 MACHINE SCREW ANCHOR OR 57 NOTE * . • a /4 -20 FLOOR PLUG e a • I MACHINE SCREW ANCHOR OR OTHER SEE NOTE * 74 DETAIL 7 WHEN ANCHORING INTO W000 USE LAG BOLTS OR NOTE * HEADER OR 5111 VARIOUS TYPES DETAIL 4 7/4 7700 MIN WlNCNUI (77P) STUD MAY Be INSTALLED IN REVERSE DIRECTION 1.114 SILL OR OTHER 0. ANGLE L 1H I..�- USED A5 HEADER OR 591 • 1/ -10 400R PLUGS WITH MACHINE 50.4EN ANCHORS OR 560 NOTE * WHEN ANCHORING INTO /1000 USE LAG 501.75 OR SL= NOTE * E.D. GBSTRuCnON DETAIL 16 3 1 - 570R04 PANEL CONnNUOUs 0 X 2' BLOCKING FASTENED 70GE7HER WITH 164 RA175 OR /8 7ECK SCREWS X1/4" MASONRY SCREW 1 7/2' &NEEDED OR SEE NOTE * H2B r WXIMUM HEADER OR SILL VARIOUS SIZES v AN `• ••• • }ati � y : •• %1'! •• • Mar 9£ MOUNTED V0 770.4U,Y OR KO1bZONULLY a' ROBE 'F'S 0 &i1 "PE E�✓�Q S4- e9115 ET1GIN unc: • I 71.5 PSF MAX. DETAIL 12 X 1/4 -20 STUD 4 NINCNUT DETAIL 8 J { HORIZONTAL INSTALLATION ELEVATION '1 7/4 -20 FLOOR PLUGS 19TH MACHINE SCREW ANCHOR OR SEE NOTE * WHEN ANCHORAK: INTO WOOD hFACE? OR SILL USE (AG ears OR 5ci NOTE * VARIOUS TYPES v\ \E.D. E.D.\ ` t . wee a• ow* aAp 1•� f ac • • • I r 7/4 -20 FL00R PLUG Z W/7H MACHINE SCREW ANCHOR { i OR 5E£ NOTE * CDNnN0005 BLOCKING 1/8' ANGLE SIZES MAY VARY , 2 x 5 x 7/8 ANGLE AND 2 X J x 1/8 ANGLE ILL SCREWED OR BOLTED TOGETHER 47171 174 x 3/4 5ELFTAPPING SCREWS OR 1/4 -20 7HRU 30LT /1/ LOCK NUT 12" O.C. 1/4 -20 • J/4 RNURLEO sn/05 MIN /ASHEREO WINGNUTS (TYP.) VERTICAL R(ISTALLAflON ELEVATION GENERAL NOTES: ]THEN ANCHORING TO w000, rHE 7000 MUST 3E A MINIMUM 2 X 4 EQUAL ro /2 SOUTHERN PINE AND STRUCTURALLY PART GF THE FRAMING STRUCTURE OR SUCURELY ATTACHED TO FRAMING STRUCTURE REFER 7'0 SHEETS 4 FOR: . MINIMUM DISTANCE BETWEEN GLASS ANO PANEL REFER TO SHEETS 5,6 & 7 FOR: * SEE ANCHOR SCHEDULE FOR ALTERNITVE ANCHORS ANCHOR SPACING FOR SPECIFIC ANCHORS EDGE DISTANCES (E.D.) FOR SPECIFIC ANCHORS APPROVED AS COMP ING W TH THE SOUTH FLORIDA BUI 1 ING C01 DM A • 1 16, 19a BY PRODUCT CONTRO � � 1 ON BUILDING CODE S • : CE OFFICE ACCEPTANCE NO 95 -12ZD. n3 REVISIONS BY SEP / JR8 / RSM 10/01/95 MAD SHOWN 95075 • 1 t REFER TG CHART SGFFE HEAVE 5: 1 mKO 9 letLX:N56•• wOOG LAGS STICCO FINISi -1 FOR MINIMUM DISTANCE REFER TO PANEL DEFLECTION CHART M rAL '; S1 Q!'M PANE 1/4 -20 FLOOR PLUG WITH MACHINE SCREW ANCHOR . • GLASS ° E.0. I ' ! L I E 3EAN1 I I 4 if DE 11 1 II II r WEATHERWALL 11 1 STORM PANEL 4 4 b� 1rAI1,. A SECOND 5tQ1?Y WINDOW GPENING 4 51 Q M PANEL SGCL ° °_✓ Ai 3 OTrOM OF WINDOW WI1-i 511.:DDED 5TP.AP SILL AS IN DETAIL EXI5r1NG S1PUC I "?E 2) 16D CGNC.:Er CAP d 1��1'AIL C ROOF 81:55 NOTE: THE METALTECH STORM PANEL MAY BE INSTALLED WITHOUT THE USE OF AN EXTRUDED HEADER OR SILL. THE SHUTTER MAY BE ANCHORED DIRECTLY TO THE STRUCTURE WITH THE USE OF 1/4 " MACHINE SCREW ANCHORS IN COMBINATION WITH 1/4 -20 FLOOR PLUGS OR 1/4 -20 MACHINE SCREWS WITH KEYHOLE WASHERS, MASONRY SCREWS WITH VARIOUS HEAD TYPES OR STUD TYPE ANCHOR INTO CONCRETE, MASONRY OR BRICK. WITH A MIN /MUM EDGE DISTANCE IN ACCORDANCE TO ANCHOR TYPE. WHEN ANCHORING TO WOOD USE 1/4 -20 BRASS WOOD BUSHINGS, IN COMBINATION WITH 1/4 -20 FLOOR PLUGS OR 1/4 -20 MACHINE SCREW WITH KEYHOLE WASHER. ANCHORS ARE TO BE 12 1/2" 0.C. OR WOOD LAGS WITH VARIOUS HEAD TYPES 171"AI(, A 1 1/4 -20 FLOOR PLUG WITH 1/4 " LAG WITH MACHINE SCREW HEAD 1/4 -20 BRASS WOOD BUSHING WITH 14 -20 SIDEWALK BOLT 5e WALL A 2 X 4 STRINGER MUST Se INTALLeD I3eTVVeeN 1RU55 RETURN WHEN SfOP.M PANEL HEADER EXCE75 6" PAST tRU55 , M11.JRN. 51R!NGeR SHALL BE SECL 7 LSe,NG 2 16 D NAILS eACH 51De. STORM PANEL HEADER NIU5f THEN DE SECLRe TO STRINGER WITH 7/ 16" LAG5. INSTAL.LEV NOR. OR VERT. HEADER OR SILL NH£N ANCHORING INTO W000 USE LAG BOLTS OR SEE NOTE * ON SHEET 2 SEE GENERAL NOTES ON W000 FOUND ON SHEET A 4 2 ,_ _„ 7/4 -20 ST �1 /// H N1NoNuT rrrP./ P.J7 r STRAP 7/3 X 7 7/2 FLAT STRAP 1/8 X 1 7/2 USED AS HEADER OR SILL USED AS HEADER OR SILL ANCHORED TO W000 1/4" MASONRY SCREW WITH • WITH WASHERED WINGNUT • T� 1 1 II II 11 1/4 -20 STUD WITH W/NGNUT 12 1/2 O.C. (TYP.) 2 1"Ai1, b J REFER TO DEFECTION CHART GLASS WEATHERWALL STORM PANEL NOTE : 51L'Gr7E D STIP,AP5 ANO U HADE'P.5 TO 3E IN5 ALLED JUST" C3EFOI2E STLCCO 15 APPLIE 14 -20 STUD HEAD ANCHORED TO CONCRETE. MASONRY OR ERICK 1/4" MASONRY SCREWS OR SEE NOTE * ON SHEET 2 USE APPROPRIATE APPROVED ANCHORS FOR SPECIFIC APPLICATIONS 1 5tG'I:M PANEL SECL D —� WITH WASi -IE°WD WINGNUT5 STUCCO FINISH FOR MINIMUM DI51 ReFER TO PANEL DEFLECTION CHART 7/4 -10 J/4 KNURLED X STUDS 18 - 8 STAINLESS STEEL IVIE�AL NCH STO PANEL 1/4-20 X 1 FLOOR PLUGS ( SIDEWALK BOLTS 18 -8 STAINLESS STEEL • • 9 . ....... u r 1 • • • ��I -r�• • . • • r - .uuncryl: a1 1 1�.il�Un` 1/4 -20 X 1 PAN OR TRUSS HEAD 1/4 -20 X 1 HEX HEAD MACHINE TYPE SCREWS MAY BE VARIOUS LENGTHS ROBE •PZtONSOUR, PE EB 0 0'6024 Q441S MIME 0.111G. IOC I• EX1511NG S11 UCIL't� C3EAM 1 1 • CONC7E'? CAP • [7 13 OTHER HARDWARE USED WITH THE METALTECH STORM PANEL SYSTEM U POP RIVETS VARIOUS SIZES O 1/4 -20 LOCK NUTS O 7/4 -20 NUTS 1/4 -20 WASHERED WINGNUTS 7/8" 0.D. TEK SCREWS VARIOUS SIZES 1 KEY1•10L5 WASHER 1/4 I.D. 3/4 0.0 FLAT WASHERS APPROVED AS CO. ' L 'G ,WITH Tiff SOUTH FLORIDA B ,� I , ' L CODE DAT i BY /4// PRODUCT CO ( DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE N09.5-7.7-127-5 t• 0 [ III REVISIONS SY • SEP / JRB / RSM 10/01/95 ink SHOWN 95015 IC DESIGN PSSURE PANEL SPAN 44.40 125" 47.81 721" 51.23 7 7 7" 58.05 - 1 7 0" 51.47 107" 55.85 7 03" 71.45 99" 75.30 9 7" 87 .45 9 7 " J 85.83 90" 91.44 I . 88" PANEL HEIGHT 0" -68' 68' -102' 102' -136' MINIMUM 0/STANCE BETWEEN GLASS AND PANEL WALL MOUNT 2 1/2" 2 1 /2" 2 3/4" INSIDE MOUNT 2 1/2" 2 1 /2" 2 3/4" BUILD OUT 2 1/2" 2 1/2" 2 3/4" THE METALTECH STORM PANELS MAY BE RENFORC£D WITH THE USE OF EITHER CENTER PANEL STRAPS OR STICHING LOCATED AS SHOWN ON THIS SHEET HORIZONTAL BRACE STRAP HORIZONTAL STICHING 1/4 -20 STUD WITH . W/NCNUT 12 1/2" 0.C. 1 /1. X 1 1/2" FLAT ALUMINUM BAR SIDE VIEW DESIGN L. 100 `f Q 9 80 70 60 50 DETAIL 3/8" ( TYP.) FRONT VIEW SP A SP T T T 1 1 88" PANEL SPAIN 20 GA 91.44 P.S.F. 1 • :I I J. J 1 1 1 44.40 P.S. . . 1 126" MAX. PANEL SPAN '20 G.4 - 11111 iilliI m i llilliiIIIIIIIH 111111llitilliliii 90 100 110 120 130 PANEL SPAN IN INCHES PANEL DEFLECTION CHART HORIZONTAL BRACE STRAP HEADER AND SILL 1/ -20 SIDEWALK BOLT WITH W/NGNUT —,... il 12 1/2" O.C. STORM PANEL LAP—I S1DE VIEW DETAIL STORM PANEL LAP FRONT VIEW » PRESSURE RATING: POSITIVE = 67.06 P.S.F. NEGATIVE = 91.44 P.S.F. 20 ga. STEEL FOR SPANS OF PRESSURES NOT SHOWN ON ABOVE CHART USE PRESSURE Y. SPAN GRAPH DETAIL "C" PANELS MAY RUN CONTINUOUS BY W10771 EITHER HORIZONTALLY OF VERTICALLY EXPLODED ASSEMBLY * NOTE CENTER PANEL STRAP OR STICHING IS NOT REQUIRED FOR PANELS 0 -68', MAXIMUM GAP BETWEEN PANEL ANO HEADER IS 1/4" (7YP.) \ FRONT NEW SIDE NEW II 11 u / / /1L /// DEVIL C ON SHEET J ANCHORING PANE! TOP de BOTTOM NO HDR. OR SILL 1 HORIZONTAL BRACE STRAP OR STICHING LOCATION ELEVATION DETAIL C ON SHEET 3 DETAIL 0 ON SHEET J OETAIL 0 ON SHEET 3 WALL MOUNT WALL MOUNT ANCHORING PANEL TOP & .90170m FRONT VIEW SIDE NEW FRONT NEW SIDE VIEW HEADE•= TYPE MAY /ARY, DEPENDING ON APPLICATION DETAILS 2.3.5.6 AND 8 DETALS 13, 12, 14, 15 AND 16 DETAIL 1 AND 4 ON SHEET 2 / /// ,( SILL DETAILS 5.6 ANO 8 ON SHEET 2 WALL MOUNT mTH HDR. ANO SILL TYPICAL SECTION VIEWS ON SHEET 2 SILL TYPE MAY VARY, DEPENDING ON APPLICATION SEE NOTE'S ANO CHARTS FOR ANCHOR TYPES ANO SPACING HEADER NI 5� DETAILS 13, 12, 14, 15 AND 16 ON SHEET 2 20 GAUGE STEEL 0 — 68” PANEL HEIGHT NO PANEL STRAP GR STICHING - 1S REOUIRED 68"+ - 102 PANEL HEIGHT ONE PANEL STROP OR STICHING LOCATED M/DSPAN 101'+ - 126' PANEL HEIGHT TWO PANEL STROPS OR STICHING EVENLY SPACED AND CENTERED xl � HEADER SILL DETAILS 7,10 ANO 11 ON SHEET 2 BUILD OUT INSIDE MOUNT W171 -I HDR. AND SILL WITH HOP. AND SILL W C; g APPROVED AS C0 11TH THE O SOUTH FLORIDA ' ll;G 'ODE v W git BY /II/. ° V 2 BUILDING CCDE COMPLIANCE OFFICE a ACCEPTANCE NO 9 5-- IZ20•Q3 m • REVtS■CNS I BY S • • 6 SEP/JRB 10/0 SHOWN 95015 4 ANCHOR SPACING vs DESIGN PRESSURE 59.6 PSF 81.5 PSF 91.4 PSF 71.5 PSF DIA. _ SPAN 81.5 PSF SHEAR 1 TENSILE 1 SHEAR . 91.4 PSF SHEAR POURED CONCRETE SHEAR CONCRETE BIOCR POURED CONCRETE 1 CONCRETE BLOCK POURED CONCRETE CONCRETE BLOCK POURED CONCRETE CONCRETE BLOCK ANCHOR TYPE PANEL. ED. TENSILE 1 SMEAR 18" TENSILE 1 SMEAR TENSILE 1 SHEAR 1 TENSILE I SHEAR TENSILE I SHEAR TENSILE 1 SHEAR TENSILE 1 SHEAR TENSILE 1 SHEAR STUD ANCHOR NOT USED IN BLOCK 18' 3- IF 18• 68 - SPAN 18' ir ir 18' 20" 16" 11" ir ir ir 18' ir 18' ir ir ir 1 8- 18" 66 -SPAN 2" 18" 18• 22" 12" 12" 18" 18" + ++ 1r 18• i 18• • 16• 1r 18- 18" 14" 18• 16- 12" 13 1/4" STUD ANCHOR 24" 23" 12" , Era' 1r 1r 18' 1r 14" 18" 15' • 1 18" 11" 18" 13" 1r 10" 18" 12" 15" 9" 1 1Ir MIN. EMBEDMENT 3 18" 18" 18" 18" 18' 18" j 18" 18' 18" 18" 17" 15" 1r 18' 15" 14" 88' SPAN r 1r 1r 1r 15" 18" 16" , 12" 13" 18' 14" 15" 11• 12" 13" 13" $ 10" *i -- j , 1/4" 18" 14" 18" 11" 18' 11" 1 15" 9" 12" 10" + 13" 8" 15 9' 12" _ r 5/16 NAILED STUD ANCHOR 3" 18' 18" 1r 16" 18" 12" 14" 13" 16' 1T 12" 11" 14" 13' 11' 10" t 314' MIN EMBEDMENT 120• SPAN r 18" 14" + 15' 11' 16" 12" j 12" 9' 14' 10" 11" i 8' 13• r } 10' r 1 1/4" 12" 10" r 13" 8• 14" r 1 11' 6" 13" r ih 10' 6" 11- 3" 18 18 18" 18" 18" 18" 18 18 18 18" 18" 18" 18" 1 - 16" 18" 66 - SPAN 2" 18" 18" T 18• 18" 18" • 16" t 18• 16' 18" i 14 T 16" i 14" 18" • 12" 1 15" 13 - _� 1 1/4 18" 18" t 18" 14' 18" 11" 17" 11" 18' • 10" 15" 10" 18" 9" 13" 9" C, : ,iI 3" 18" 18" 18" 18• 18" 12" I 16' 18" . 18" 15" 14" 15" 18" 13" 13" 14" 2" 1 18" 88' SPAN 14" 12" 15" 18" 12" j 14" 13" 18" 11" 13" 11" 12" 9 11" 10" t 114" 18• 10" 16' 1 18' • 8" T 13" 9" 12" 7" 11" 8" 15' r 10" r 114" SLEEVE ANCHOR 3" 18" 15" 14" 16" 18" 12" 12" 13" 16" 11" 10" 11" 14" 10" 9" 10" — 1 114" MIN. EMBEDMENT 120' SPAN 2" 18" 11" .i. 13" 11" 16' 9" 11" 9" 14" 8- 9" 8" 12" r 8" r 1 114" 12" r 11" 8' 14' 6' 9' 6' 12" 5" 8" 6" 11" 5' r 5" 3" 18" 18" 14" 18" 12" .. 18 12" 18" 15" 18" 10" 17" 13" 17" 9" 15" J i :;:: 68 "SPAN r 18" 18" 13" 17" 15" 16" 11" 14" 13" 14" 9" 12" 12" 12" 8" 11" L 1 114" 16" 13" T 11" 12" 14" 11' 10' • 10" 12• 10" 8" 9" 11" 9" r 8" 114 STEEL SLEEVED DRIVE ANCHOR 3" 16" 18" 11" 18" 13" 17' i 9" 15• 12" 15" 8" 13" 10" 13" 7" 12" 1 318" MIN. EMBEDMENT 88" SPAN 2" 14" 15" . T 10" 13" 12" 12 " i 8' 11" 10" 11" T r 9" 9• 10' 6' 8• j „ !4 - 13" 10" 9" 9• 11" 9 9 " 8- 6 7" 6• r s• 6" J 3 - 12" 15" 8• 13 10" 13" r 11" 8" 11" 6 10" 8" 10" 5- 9" 114' ZAMAC HAMMER DRIVE 120" SPAN r 10' 11 • r 9' 9" 9" 6" 8' 8' 8 5" r r 7' 1- 5' 6" , 318" MIN. EMBEDMENT 1 1/4' 9 8 6' r 8" 6' i 5 6' r 6• 5 5" 6" 5' 4" 4" VARIOUS HEAD TYPES I 3' 18" 18" 18" 18" 18" 18" 16" 18" 18" 18" i 14" 17" 18" 18" 13" 15' 68' SPAN I2" 18" 18" y 17" 17" 18" 18' 14" 14' 18" 18' 13" 12' 16' 16' 11" 11" thMViritFtj`hkiT I � FxFL}L HFL}s� 1 tµ - 18" 18" 16" 12" 18' 15" 13 10' 16" 13 11• 9" 14" 12 10" 8' !Viii;∎∎. 1 p t i u .5" • 3• 18" 18' 15" 18" 17" 18• 12" 15" 15' 18" 11" 13" 14 1r i 10" 12" Fc t �c 1-1:Z143-Val-Z..>" 88 SPAN r 18" 18" 14" 13' 12" 13" 9' 15" 14" 16" 11' 11" 10" 11" 6 14" 12" 14' j 10' 10" 9" 9' r 12' 11" 13" j 9" 9" i 8" 8" 6' 1 114' 12" 3" 15" 18" 11" 13• 13' 17" 9" 11" 11' 15" 8 10' 10" 13" I r 9- ,/4 " MASONRY SCREWS 120' SPAN r 14" 14• ' 10" 9" 11" 12' 8" 8• 10" 10" r r 9" 9" 1 6" 6' 1 112^ MIN. EMBEDMENT 1 1/4" 12" 10' f 9" r 10" 8' r 6' 9' • r i 6" 5" 8" 6" 6 4- 3" 18" 18" 16" 18' 18" 18" I 13" 18" 18" 18" 12" 18" 18" 18" 1 10" 16" 68' SPAN 2,12' 18" 18' 14' 18' 18' 18" 12" 15 18' 17" T 10" 13" 18" 15' ; 9" - 12" � r 18" 15" 13" 12" 18" 13" 10' . 10" 18' 11" • 9" 9" 12" 10" ; 8• 8" •-....._ 3" 18" 18' 12" 18" 18' 18" 10' 15' 18" 17" I 9' 13" 12" 15" 8• 12" 2112 18" 88' SPAN 18" 11' 14" 18" 15" 9" 12" 12" 13' 8" 10" 15 12" r 9 • 114 K 7/8" , 1/2" OIA 2" 18" 12" T 10" 9" 17" 10" 8" 8" 15" 9• ■ r r 13• 8' I 6" 6" MACHINE SCREW ANCHOR 3" 18' 12" 9' 14" 16" 15" r 11" 14' 13' j 6• 10" 12" 11" 6" 9' 718" MIN. EMBEDMENT 120' SPAN 2 112" 17" 13• 8' 10• 14" 11' 7" 8" 12" 10" r 6 r 11 9 1 5" r r 15" 9" r r 13" 7" 6' 6' 11' 6" i 5" 5" 10' 6" 1 5 4" W000 APPUCATIONS 59.5 PSF i 71.5 PSF 81.5 PSF 91.4 PSF ANCHOR TYPE DIA. _ SPAN TENSILE I SHEAR 1 TENSILE 1 SHEAR TENSILE 1 SHEAR TENSILE 1 SHEAR 1 �� 1- BRASS WOOD BUSHING MIN. PENETRATION IN TENSILE 114-20 68" SPAN 18• 16' i 18" 12" 18• 9" 18" 13" 10• 8" 18" 18" 16' 12" 9" r I 18" 1 18" 14" ) 10" 8" 6" 88 SPAN 18" 120 SPAN 18' Lb•- RV E 1• MINIMUM ---)--> �}�FI.�F \F.1 } 1 - C 1/4" 13' 9' T 18' 13' 11' 8- 16' 11' 9' r 1 14' 10" 8' 6' 88' SPAN 18' t20 SPAN 16' sn 6- 68 - SPAN 18" 24' 19" jj 14 18 18" 15" 20" 16" 11" 18 18" 14 18• 14" 10' 18" 16" 1 12" 16• 12" 9• ar SPAN 18" 120 SPAN 18• Sea" 88 - SPAN 18" 24' 16' 18' 18" 24" 1 s• 14" 18" 18' 16" 22" 12" 12" 18' r 19• r 14• 20" 15" 11" 8r SPAN 18' 23• 12" r WOOD LAGS EMBEDMENT 120 SPAN 18• 7n6 68' SPAN 18" 24" 24" 23' 18" 18• 18• 24" 24 ' 19" 18" 18' 18' 24" 23" 12" 18" 18' 18' 24" 21• 15" 88 - SPAN 18' 120 SPAN 18' A N C H O R S C H E D U L E NOTES: TENSILE = WALL MOUNT OR PULLOUT APLLICATIONS SHEAR = FLOOR AND CEILING MOUNT APPLICATIONS ANCHOR SPACING ALLOWANCE ONE INCH. MINIMUM .EMBEDMENT IS FROM MOUNTING SURFACE, EXCLUDING BRICK PAVERS AND CERAMIC TILES. _' �` ' +A . S F l: RO F.FF,S 44 N'SOUR, PE EB1= ,"006024 rams` a1Cn1E RU1C. Eric APPROVED AS :‘ C ij T HE SO UT H FL ; ODE DAT • ��� ��� 19'36 BY /PM PRODUC RO DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE N0g5-1226.63 REVt5IONS 16Y PIM SEP /JRB 10/01/95 SHOWN 6 9501 .m 5 WOOD APPLICATIONS 59.5 PSF I 71.5 PSF 81.5 PSF 1 91.4 PSF ANCHOR TYPE SPAN SPAN TENSILE 1 SHEAR TENSILE 1 SHEAR TENSILE j SHEAR 1 TENSILE SHEAR Z 1• Mw. PENETRATION u+ BRA WOOD BUSHING 144" SPAN 114-20 18" 8" j 15" i 3 6" 1 13" 6" 18' 8" f MZ‘MMZM> ME1E .E114.1..141.L�L.L WOOD .1==- 14111 LPL \L� 1- \ -1 -1- -1- -- LAGS (VARIOUS HEADS) 1" MINIMUM EMBEDMENT 144" SPAN 114" 13" 15' 1r 18" 8' 11" 14" 19" 11" 13" 15' 20" 6" 10' 12" 16" 10" 11" 13" 18" 6" 8' 10' 14" 9" 10" 12' 16" 5" r 9" 13" 6' 31' 7116" ANCHOR SPACING vs DESIGN PRESSURE 59.6 PSF 71.5 PSF 81.5 PSF 91.4 PSF POURED CONCRETE I CONCRETE BLOCK POURED CONCRETE 1 CONCRETE BLOCK POURED CONCRETE ( CONCRETE BLOCK POURED CONCRETE CONCRETE BLOCK ANCHOR TYPE PANEL ED. TENSILE SHEAR I TENSILE I SHEAR TENSILE 1 SHEAR 1 TENSILE 1 SHEAR TENSILE 1 SHEAR TENSILE 1 SHEAR TENSILE SHEAR TENSILE SHEAR 144' SPAN 3' 16" 14" 1T 12" WA N/A WA N/A N/A 15" 14' 13" 10" 12" T WA WA N/A N/A N/A WA 13' 12" 12' 9" 11" 6' N/A N/A N/A WA N/A N/A 12" 11" 10" 8' 9" 5" N/A N/A N/A N/A N/A N/A r --,-.11— 1 i, ,,,a, :u �';11 114" STUD ANCHOR 1 1/2' MIN. EMBEDMENT 2" 1 114' 8' N/A . 144" SPAN 3' 18" 18" 16" 18' 14' 13' 9" 6" 17" 17" 12' 11" 15" 12' I 10" 8' I 14" 9" 9" 5" 15" 15" 10' 9' 13' 11" 9" 7" 12" 8" 8' 5" 13" 13' 12" 10" 11" 7" 9" 8" 8" 6" 7" 4" 1N "li% NAILED STUD ANCHOR 5116 r 15" 12" 1 314" MIN. EMBEDMENT 1 114" 10' 11" r,41 3' 18" 12" 12" 13" 9' 11" 9" 6" 9" 6" 15' 10' 10" 11" 13" 7" 9' 8" 12" 5" 8" 5" 13" 9" 9" 9" 12" 6' 8' T 10" 5" T 5" 12" 8" 10" 6' 9' 4" 8" 8' T 6' 6" 4' 114" SLEEVE ANCHOR 1114" MIN. EMBEDMENT 144" SPAN 2" 16' 14" 1 114" 1 3' 10" 14' 8` 12" 10' ' . T 8" 7" 6" 6' 8" 11" 6" 10" 7" 8" 6' 7" 7" 6" 5' 5' 7" 10' 6' 9" T 7" 5' 6" 6" 5" 4" 4" T 9" 5" 8" 6" 6" 4" 6" 5" 4" 4' 4" 114" STEEL SLEEVED DRIVE ANCHOR 1 318' MIN. EMBEDMENT 144" SPAN r 9' 1 114" 8' 3 10" 13" T 11" 8" 6" 8' 10" 6" 9" 7" 7" 5' T 6' 5" i 4" 5" T 9' 5" 8' 6' 7" 4' 6' 6" 5" 4" 4' 6' 8' 4" 7" 6' 6" 4" 5" 5" 4" 4" 4' G 114 "ZAMAC HAMMER DRIVE 144" SPAN 2' 9' 9" 6" 1 318' MIN. EMBEDMENT 1 114' 8" 6' 5' f . 1S -IZ IVIIIIZt1.).. 3' 13" 1T 9" 11' • 11" 14" 8" 9" 9" 10" 7" 7" 9" 7" 6' 5" 9" 12" T 8" 8• 9" 6" 6` 7" 6' 5" 4" 8" 11" 6' T 7" 8" 5" 5" 7" 5" 5" 4' gmfi tttttttttttttctVc -i i-\-1- 11:01 \i .SiIL."- 144' SPAN r 11" 12" 8" 8" Ile MASONRY SCREWS (VARIOUS NEAOS) 1 11r MIN. EMBEDMENT 1 1 1 114" 10" 8' T 6' 1 �jI 3' 16' 15" I T 11" 13" 12" 6" 9" 1r 9" 6" T 10" 6" j 5" 5" 11" 11' 5" 8" 10" 8" 5" 6" 9" 5" 4" 4" 10" 9" 5" 7" 9" 7" 4" 5" 8" 5" I 4" 4" 1 ! 1!4-20 x 7/8" ,1/2 DIA 144" SPAN 2 I 14" 11" i 7" 8" MACHINE SCREW ANCHOR I r ( 13" 7" 6" 6" • A N C H O R S C H E D U L E NOTES: TENSILE = WALL MOUNT OR PULLOUT APLLICATIONS SHEAR = FLOOR AND CEILING MOUNT APPLICATIONS ANCHOR SPACING ALLOWANCE ONE INCH. MINIMUM EMBEDMENT IS FROM MOUNTING SURFACE, EXCLUDING BRICK PAVERS AND CERAMIC TILES. o .. • fr .: . " • 111 / 1- /Ili Ii 1 ROBERtp'. QhSQUtz'PE EB- On- 06:D24 erihlr a1c tiepinc. APPROVED AS C I SOUTH FLORI I ei OAT ■ l g BY � PRODUCT Cfr�D IS:ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE N0.9S - ) ZZb • 63 WITH THE - DE Ems ens I3 � I � L SEP/JR8 10/01/95 SHOWN 95015 6 .m 6 .C. METRO-OADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Metal Tech Weatherwall Division 7635 W. 2nd Court Hialeah FL 33178 Your application for Product Approval of: Extruded Aluminum 6063 -T6 Alloy, Slatted Accordion Type Shutters 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, along with Drawing No. 95031, Sheets 1 thru 8 of 8, (For listing, see Section 8 of this Notice of Acceptance). 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. The 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. Acceptance No.:95- 1122.03 Expires:06 /13/99 METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPUANCE OFFICE SUITE 1603 METRO DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 INTERNET: mdcc01@shadow.net PRODUCT CONTROL SECTION (305) 375 -2902 FAX (305) 372 -6339 Raul Rodriguez Product Control Supervisor THIS IS THE 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. Approved: 06 /13/96 -1- Metropolitan Dade County Blade Height or Span Installations up to 30' -0" above grade Blade Height or Span Installations above 30' -0" above grade 0 to 96" 3 -3/8" 0 to 96" 3 -3/8" . 96" to 144" 3 -3/8" ' 96' to 144" 3 -3/8" , MetalTech. Inc. ACCEPTANCE NO.: 95- 1122.03 1. DESCRIPTION 1.1 APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS This approves an aluminum accordion type shutter, designed to comply with the South Florida Building Code, 1994 Edition for Dade County, for the locations where the pressure requirements as determined by ASCE 7 -88 "Minimum Design Loads for Buildings and Other Structures ", do not exceed the Design Pressure Rating values in Section 7 and within the limitations contained in Section 3. 2. MATERIAL CHARACTERISTICS 2.1 Main blade is 4.271" x 0.060" thick, constructed as indicated on approved Drawing No. 95031, Sheet 2 of 8, bearing the testing lab stamp, using extruded aluminum alloy 6063 -T6, which is also used for all other components shall be constructed as indicated on the same drawing. 2.2 Blade pin shall be #14 x 3" SMS Stainless Steel with a 0.500 dia. nylon bushing. 23 Tested specimens: Dimensions: (Blade Length) Built -Out Mount = 96" Wall Mount = 72 ", 96" and 144" Trap Mount = 96" 3. LIMITATIONS 3.1 Maximum blade height or span: Not to Exceed 144 ". 3.2 Wall Mount Header and Sill (Part A. Al and A2). Flush Mount Header and Sill (Part Bl. Sheet 2 of 8 : Shall be limited to a maximum design pressure rating of 91.40 PSF 3.3 Minimum separation between glass to be protected and shutter: 3.4 Special requirement: 3.4.1 A maximum of 0.250" clearance is allowed between bottom of blade and top of sill and top blade and bottom of header. 3.4.2 Locking Pins shall be minimum of 1/2" diameter x 12" long and remain attached to shutters at all time, secure tightly with 1/4" -20 x 3/4" thumb screws in the locked position during hurricane warning, as shown on Detail E, Sheet 2 of 8, bearing the Dade County Product Control approval stamp. 3.4.3 A thumb screw lock (placed facing outside or inside) are required to be installed within 20% of the midspan of the shutter height and must be activated during • rricane warning as shown on Details K, Sheet 2 of 8 and Locker Details, Sheet 5 of 8, bean , _ ; Dade County Product Control approval stamp.. 2 JUN 1 3 1996 JUN 1 3 1 999 Orly•': anco, P.E. - Plans Examiner II Product Control Division MetalTech. Inc. ACCEPTANCE NO.: 95 -11 22.03 APPROVED : JUN 1 3 1996 EXPIRES : JUh 1 3 Mg 9 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 4. INSTALLATION 4.1 The panels shall be installed in the following conditions: 4.1.1 Wall Mounts: (A) (CONCRETE /MASONRY): Every fourth louver blade (Part G) hangs from a set of double rollers that glide on the track of the Wall Mount Header and Sill (Part A, Al, A2, A 1 H or A2H), every louver blade (Part G) has a pin at the top and the bottom consisting of a #14 x 3" stainless steel screw and a 1/2" diameter nylon bushing that slide on either side of the Wall Mount Header and Sill, which are then anchored to the wall using approved tension anchors as shown on Section A -1, A -2, and A-4 "Wall Mount Section ", Drawing No. 95031, Sheet No. 3 of 8, bearing the Dade County Product Control approval stamp. (B) (WOOD FRAMED): Every fourth louver blade (Part G) hangs from a set of double rollers that glide on the track of the Wall Mount Header and Sill (Part A, Al, A2, AIH and A2H), every louver blade (Part G) has a pin at the top and the bottom consisting of a #14 x 3" stainless steel screw and a 1/2" diameter nylon bushing that slide on either side of the Wall Mount Header and Sill, which are then anchored to the wall using approved tension anchors as shown on Section D -1, D -3 and D-4 "Wall Mount Section ", Drawing No. 95031, Sheet No. 4 of 8, bearing the Dade County Product Control approval stamp. 4.1.2 Ceiling and Floor /Counter Top Mounts: (A) (CONCRETE /MASONRY/WOOD): Every fourth louver blade (Part G) 'hangs from a set of double rollers that glide on the track of the Ceiling Mount Header (Part B, BH or BHS) and Sill (Part H or L) with Sill Bottom Adapter (Part I or M), the sill parts are attached to each other with 3/16" diameter aluminum pop rivets or #10 TEK screws spaced 12" o.c. Each louver blade (Part G) has a pin at the top and the bottom consisting of a #14 x 3" stainless steel screw and a 1/2" diameter nylon bushing that slide on either side of the Header and Sill tracks, these tracks are then anchored to the ceiling and floor /counter using approved tension anchors as shown on Section A -3 "Inside Mount Section ", Sheet 3 of 8 and/or Section C "Pass Through Window ", Sheet 5 of 8, Drawing No. 95031, bearing the Dade County Product Control approval stamp. - 2a- Orland(YBlanco, P.E. - Plans Examiner II Product Control Division ,MetalTech. Inc. ACCEPTANCE NO.: 95- 1122.03 - 2b- APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS Product Control Division JUN 3 -w- 996 : JUN 1 3 1999 4.1.3 Built -Out Condition: (A) (CONCRETE /MASONRY): Every fourth louver blade (Part G) hangs from a set of double rollers that glide on the track of the Flush Mount Header (Part B, BH or BHS) which is attached to a Aluminum Starter Angle (Part J) with 1/4 " -20 S.S. bolts spaced 12" o.c. ; at the sill every fourth louver blade (Part G) ride inside of a Flush Mount Sill (Part B, BH or BHS) which is then attached to Aluminum Starter Angle (Part J) with 1/4 " -20 S.S. bolts spaced 12" o.c., the header and sill angles are then anchored to the wall using approved tension anchors as shown on Section A -5 "Build Out Section ", Sheet 3 of 8, Drawing No. 95031, bearing the Dade County Product Control approval stamp. (B) (WOOD FRAMED): Every fourth louver blade (Part G) hangs from a set of double rollers that glide on the track of the Wall Mount Header (Part A, A 1, A2, A 1 H and A2H) which is attached to a continuous 2 x 4 PT wood ledger or a continuous 1" x 2" x 1/8" aluminum tube ledger with approved anchors; at the sill every fourth louver blade (Part G) ride inside of a Wall Mount Sill (Part A, Al, A2, AlH and A2H) which is then attached to a 2x6 PT continuous wood ledger or a 1 "x 4 "x 1/8" continuous aluminum tube ledger with 1/4" diameter x 1 1/2" long lag screws or #14x 3/4" long S.S. /S.M.S. screws spaced 12" o.c., the header and sill ledgers are then anchored to the wall using approved tension anchors as shown on Section D -1, D -2 and D-4 "Wall Section ", Sheet 4 of 8, Drawing No. bearing the Dade County Product Control approval stamp. 4.1.4 Anv combination of the above. 4.2 Anchorage of the shutters shall be to concrete, masonry and/or wood framing and shall consist of only the anchors specified on drawing No. 95031, Sheets 1 thru 8 of 8. Substitution of anchor type or indicated embedment is unacceptable and are to be engineered separately. 4.3 Fasteners must have their own Notice of Acceptance and must be made of stainless steel or have adequate protection against corrosion, per DIN 50018. Aluminum contacting metals not considered compatible shall be properly protected. 4.4 Permanent set fastener components, embedded anchor bolts, threaded cones or metal shields, not in use, must be protected against corrosion, contamination and damage at all time. Orl. •o Blanco, P.E. - Plans Examiner II TEST TEST LOAD DESIGN LOAD Deflection LARGE MISSILE IMPACT TEST SFBC PA 201 -94 (144" Span) SATISFACTORY CTC 96- 003 Max. 3 3/8" LARGE MISSILE IMPACT TEST SFBC PA 201 -94 (96" Span) SATISFACTORY CTC 96 -003 Max. 3.3/16" CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 POSITIVE +135.0 PSF CTC 96 -003 +104.0 PSF CTC 96 -003 © Design 2 13/16" CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 NEGATIVE -242.0 PSF CTC 96 -003 -186.0 PSF CTC 96 -003 UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 POSITIVE +208 PSF CTC 96-003 +139.0 PSF CTC 96 -003 ® Design 1 1/8" UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEGATIVE -270.0 PSF CTC 96 -003 -180.0 PSF CTC 96-003 DESIGN PRESSURE RATING + +104.0 PSF - IparSF .MetalTech. Inc. ACCEPTANCE NO.: 95- 1122.03 APPROVED : JUN 1 3 1996 EXPIRES : JUN 1 3 1999 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 5. IDENTIFICATION 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Dade County Product Control Approved ". 6. USE 6.1 Application for building permit shall be accompanied by two copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Completely dimensioned drawing showing number, size and location, including height above grade, of openings to receive shutters, and mean roof height and width of building. 6.1.3 Duplicate prints of approved drawing No. 95031, Sheets 1 thru 8 of 8, bearing the approval stamp, Notice of Acceptance number and date by Dade County Product Control Section, clearly marked to show the components selected for the proposed installation. 6.2 The Building Official shall ensure the adequacy of shutter to meet the pressure requirement of the opening in which it is to be installed. 7. TESTS PERFORMED TESTS: 2c- Orlando Blanco, P.E. - Plans Examiner II Product Control Division .MetalTech. Inc. ACCEPTANCE NO.: 95- 1122.03 - 2d- APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS JUN 1 3 1996 JUN l 3 1999 8. EVIDENCE SUBMITTED 8.1 Tests: 8.1.1 Test report on (1) Uniform Static Air Pressure Test Loading, per PA 202 -94 of an aluminum accordion shutter, prepared by Construction Testing Corporation, Report No. CTC 96 -003, dated 1/31/96, signed and sealed by Christopher G. Tyson, P.E. 8.1.2 Test report on Large Missile Impact Test and Cyclic Wind Pressure Test per PA 201 -94 and PA 203 -94, prepared by Construction Testing Corporation, Report No. CTC 96 -003, dated 1/31/96, signed and sealed by Christopher G. Tyson, P.E. 8.2 Drawings: 8.2.1 Drawing No. 95031, "MetalTech, Inc. ", Sheets 1 thru 8 of 8, prepared by Ramms Engineering Inc., dated 01/05/96, latest revision 05/23/96, signed and sealed by Robert S. Monsour, P.E. 8.3 Material Certification: 8.3.1 Mill Certificate Test Report , Order No. 045205 -02, dated 03/26/96, prepared by Easco Aluminum 8.3.2 Tensile Test Report No. 6AM -120, prepared by QC Metallurgical Inc., dated 01/22/96, for specimens tested in accordance to ASTM E8 -93, signed and sealed by James W. Reese, P.E. 8.4 Calculations: 8.4.1 Comparative analysis and anchor calculations dated 01/17/96, 03/20/96 and 5/23/96 prepared by Ramms Engineering Inc., signed and sealed by Robert S. Monsour, P.E. Orlan • o Blanco, P.E. - Plans Examiner II Product Control Division MetalTech. Inc. ACCEPTANCE NO.: 95- 1122.03 APPROVED EXPIRES NOTICE OF ACCEPTANCE: STANDARD - CONDITIONS :JUN 1 3 1996 JUN 1 3 mg 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: "Dade County Product Control Approval ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process; b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words 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 copies need not be resealed by the engineer. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Acceptance contains pages 1, 2, 2(a) through 2(d) and this last page 3. Jtems 10. 11 & 12 listed below only apply to glazed products and doors 10. Unless specifically indicated in the Acceptance (approval), this unit is approved as a single unit installation. For multiple installation of this unit, a separate Acceptance for mullions is required from the Product Control Section. 11. The spacing of fasteners at window sills shall be as tested. The spacing of fasteners in all other parts of the frame, shall be as tested, but in no case shall exceed.24" on center. The first fastener shall be located at a maximum of 6" from each corner and mullion or stile. Fastener shall fully penetrate the buck, which s : I • the same size as the one tested with the unit. No wood or plastic shields or pins shall be used for anchoring. e section four (4) of this approval for sizes of fasteners used in testing. 12. Hardware for all windows and doors shall conform to Security and Forced Entry P, ntioZ, Chapter 36 of the South Florida Building Code. Orlando anco, P.E. - Plans Examiner if Product Control Division END OF THIS ACCEPTANCE 3 ACCORDION SHUTTER SYSTEM ; Q WHEEL ON TOP GUIDE PIN ON 80770M METALftCH, INC. ® GUIDE PIN TOP AND 80770M SILL TYPICAL ELEVATION O O PLAN VIEW HEADER • WHEEL AND GUIDE PIN LOCATIONS SECTION - E NOTES. THIS METALTECH ACCORDION SHUTTER COMPLIES WITH' SOUTH FLORIDA BUILDING CODES CHAPTER 23, SECTIONS 402.3 (ADOPTION OF ASCE 7 -88, 2314.5 FATIGUE LOAD TESTING, 2315 IMPACT TESTS AND 1994 S.B.C. WIND LOAD PER CHAPTER 23 OF S. F. B. C. PRESSURE REQUIREMENT CALCULATIONS MUST BE PERFORMED PER ASCE 7 -88 "MINIMUM DESIGN LOADS FOR BUILDING AND OTHER STRUCTURES' DEFLECT /ON — L /30 w/2" MAXIMUM ON POSITIVE LOAD ALL ALUMINUM EXTRUSIONS TO BE ALLOY 6063 —T6 OR EQUAL ANCHORAGE OF THE METAL TECH SHUTTER SYSTEM TO CONCRETE, BRICK OR MASONRY SHALL CONSIST OF 1/4" X 1 1/2" SLEEVED DRIVE ANCHORS ( STAR DRYVINS) , 1/4 -20 MACHINE SCREW ANCHOR ( TAMPIN) WITH FLOOR PLUG, 1/4" X 1 3/4" MASONRY SCREWS ( TAPCONS ), 1/4" X 1 1/2" WEDGE ANCHOR OR SLEEVE ANCHORS, ( 1/4" X 2" LAGS OR #14 SELF TAPPING SCREW) USED W/TH LAG SHIELD, NAILED STUD ANCHOR OR 1/4 -20 STUD ANCHOR ( RED HEAD ) USED IN COMBINAT ION WITH 1/4 -20 MACHINE SCREWS W/TH 1/4 -20 NUT AND WASHER. ANCHORS SHALL PROVIDE A MINIMUM EMBEDMENT AS INDICATED ON ANCHOR SCHDULE INTO THE MASONRY, BRICK AND /OR CONCRETE, SPACED AS INDICATED. MIN. EMBEDMENT. IS MEASURED FROM STUCCOED SURFACE. ANCHORAGE TO WOOD CONSTRUCTION SHALL BE 1/4 " X 2" STEEL LAGS OR LARGER, WITH 1 1 /2" MINIMUM PENETRATION, SPACED AS INDICATED. MIN. OF 7" PENETRATION INTO WOODEN MEMBER REOU /RED. AL TERNAT/VE ANCHORS AND CONDITIONS ON FOLLOWING SHEETS HEADER AND SILL MAY BE MITERED OR CURVED FOR ROUNDED CORNERS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE . TO INSURE PROPER ANCHORAGE. EACH METALTECH ACCORDION SHUTTER, SHALL BEAR PERMANENT LABELING SHOWING " METALTECH, INC. HIALEAH, FL " DADE COUNTY PRODUCT CONTROL APPROVED " LOCATED ON MALE OR FEMALE CENTER MATE. • 'fr tn!•11•, I i •/ • • ti • R PE - -.:EB -0006024 €NCIN€ERIIIC. Inc APPROVED AS LYING WITH THE SOUTH FL.' DA ' I ING CODE DAT 19 BY PR +bins - CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ,ACCEPTANCE NO.95-l1Z REVISIONS BY 01/26/96 SP w 0 1;1 w • o . 0 0 W • N w • Mao ♦ 08/25/95 SHOWN 9503 ,O 1 KOS 1.$42 .952' ,.493 i 1 FRONT HEW O WALL MOUNT HEADER OR SILL 914 P.S.F. MAX. O STARTER BLADE FLUSH MOUNT HEADER OR SILL 4.271 TAN 1 709 1 x_,165 i ]D E D 120 £3401 ap TYPICAL BLADE 125.281 1 1.000 w hy 2.500 PUN VIEW �t281 ® OUTSIDE LOCKER sn 1-2.812 OR 3.812 2.2 MALE .. o .976 L39 062 1408 id -11426 44 .679 1 -2.000 WALL MOUNT Al A2 HEADER OR SILL 914 P.S.F. MAX. lay 3.23 .443 ---- -2.044 .0550 1 Cr I1 1.1 49 .9i 3 1 .12 7 -- 0550 - - .082 --I -- .674 1-- 3.025 O ADJUSTABLE SILL TOP PIECE 3.031 1 250 - r C ENTER MATE O ADJUSTABLE SILL BOTTOM PIECE 1.759 2.54 - -4.751 1-•.- r 094 1.592 O 1.665 3.23 I • -- - 2.000 r --- 3.031 HEADER OR SQL. TOP PIECE I I x.550 1.118 .094 1.274 - - A62 I I .550.1 !Li .674 I--- ` 3.23 ADJUSTABLE SILL. 1-4382-349-J L .071 2.042 O FEMALE CENTER MATE �--- 3.093 ---� ADJUSTABLE SILL BOTTOM PIECE EB- 0006024 &TM ETIGIPIE>`2119G. Inc 1/6 2.000 T V: 4/.177 ROBE1/T : S . MONSOUR, PE 1. .976 00 101 2.000 180 .445 .579 . _Sb4 1.374 2 000 ® FLUSH MOUNT HEADER OR SILL 914 P.S.F. MAX. * -,k 1/2'• -,- O LOCKING PINS i ETHER 1VPE Our BE USED ✓r l /16' .921 3.12 © STARTER ANGLES AND BUILD OUT 373 1/8' 2.000 1/e' 1.500 1.350 �0 APPROVED MPLYING WITH THE SOUTH j 1A,ALDING CODE DAT !If s 1 19 BY PR4f� 4 NTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE N0 ?" 1 1 2-03 REVISIONS BY 01 /26/96 SP 05/17/96 SP 05/23/96 sP SEP / JRB / RSM 08/25/95 SHOWN 95031 mat 2 o s ,®.# e * 1 8 g Sa uo I l 0 • (Hill 4 • o Q • o L II wee Tp OMICRON I' 1 CHART . u�— I ~ •[ I I II 1 I II REFER To A' offacnoN wf 11 11 it I I 11 EXISTING G STR ICAIRF SECTION A -4 7/' RAWL 2AMAC MLLUN (77P.) OR ACHOR SO4E ULE FOR ALTERNATIVES 7/4 MASONR7 =CMS (71P.) OR ACHOR SCHEDULE FOR ALTERNATVES EXISTING SRUCTURE OR OTHER "A" HEADER WALL MOUNT SECTION SECTION A-1 EMTSINC STRUCTURE e o smuri RE O7HFR "A" NEAOER OR OTHER "A" SILL WALL MOUNT SECTION 7/ I/4 "MAX. * REFER TO EDGE DISTANCE and SPACING CHART /� ) /4" Run 7AAMC NMUN (TIP.) ___///"--- OR ACHOR SCHEDULE FOR ALTERNATIVES 47 2/2L . mur. } 1 /4"444x, 1/4' AMSONRr SCREWS (7VP.) OR ACHOR SCHEDULE FOR AUERNATNES SECTION A - K ZRi N47i ANGLE • DIRECTION E. X21_ IRO --.. a L ALTERNATE ANGLE DIRECTION a • l e E -T1_ EXASTING STRUCTURE REFER 70 CHAR * SECTION A-5 OR OTHER 7/6 ANGLE WALL MOUNT /ADJ. SILL SECTION EXTTS71N0 STRUCTURE POURED CONCRETE. BLOCK OR *DOD 7/4" SL£cVE ANCHOR (Two.) / OR SEE ANCHOR SCHEDULE FOR ALTERNATIVES 1/ THROUGH ear x /Thr O.C. OR OTHER 7/6 ANGLE EXITSTING STRUCTURE POURED QONCJtf7E BLOCK OR WOOD BUILD OUT SECTION or? OTHER "P HEADER OR OTHER "B" SILL 1/4 -20 THROUGH BOLT IF 0.c. 7/4" SLEEVE ANCHOR MP.) OR SE£ ANCHOR SCHEDULE FOR ALTOW4A77YES 1/4 1.42. I /4 "ANx. II CHAR II I 7 I I II I 7 7 OPTIONAL LOCATION II (rm :1 WOOD SNMKES MAT BE uSE0 7D FILL 7%>ECuARMES PI CCPA:A 7E 7 /4"Wx £x7S77NC STRUCTURE 7 / 4 " RLWL ZANAC NAIL" (TYP.) OR ACHOR SCHEDULE FOR AL1EELt47Nrs INSIDE MOUNT SECTION SECTION A -3 1/2" G.D. 1/4" I.O. f1 7/8" IN LENGTH NYLON BUSHING ) /14 X .3" S/u SCREW 410 STAINLESS STEEL GU ASS EMBLY PIN V ASSEMBLED 7 /4" R4*t ZUMC MIR.AN (T'P.) OR ACHOR SCHEDULE FOR A.7191/4477vES IN M000 CONSTRUCTION USE LAGS FOR ROOF soar. LAGS OM TRUSS REntav USE 7/76 x J LAGS FOR EXIS71NC STRUCTURE CONCRETE m4soNar OR WOOD sir HOB x r BE USED 70 ACS£SS ANCVVA THRU S&L FOR MSTALLA1ION (TP.) 1 /4"4447. J /76• POP RIVETS OR /70 MSG IT O.C. MP.) *000 SH1MES I47 BE USED 7D FILL IRRECUtAR777ES nN CONCRETE 1 /2" D.D. 1/4" I.D. 3/4" IN LENGTH NYLON BUSHING I I .J..LL WHEEL ASSEMBLY ROBERT. .3: • -MONSOUR, PE Ea- 0006024 R,1117 ENGINEERING, nG NOTE: HEADERS AND SILLS MAY BE IN VARIOUS COMBINATIONS. /10 17K SCREWS /14 7EK SCREWS 1/4 -20 LOCH NUTS ANCHORS MAY BE STAGGERED FROM TOP TO BOTTOM ON HEADERS. BLOCKING OR SILL THAT MAY REOUIRE IT. REFER TO EDGE DISTANCE end ANCHOR SPACING ON ANCHOR SCHEDULE ANA H O R SPACING HEADER & SILL EXTRUSION ACTS .45 A GUIDE FOR OUTSIDE PINS. PINS DO NOT HAVE TO TOUCH EXTRUSION. 1 / 4 -20 NUTS DETAIL "A" 1/4 1.0. 3/4 0.0 FLAT WASHERS 3/16 ALUM. POP RIVETS ANCHOR (Tr USED 1/4 -20 X 1 or LONGER FLOOR PLUGS ( SIDEWALK BOLTS ) 18 -8 STAINLESS STEEL 1/4 -20 x 3/4 THUMB SCREW VARIOUS NEAO TYPES OTHER HARDWARE APPROVED A I PLYING WITH THE SOUTH F1.0" ' : .LDING CODE ;%� 1 1P4 BY PRODU I'�ONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO q' I 122 • R EVIS IO NS 01/26/96 T U CD CY v 8 CY 44 08 /25/95 MAL SHOWN 95031 wig 8 SEP / - JRB / RSM awroCe 3 REFER TO OEFLEC77ON CHART WALL SECTION D— SECTION 0-4 CONTIN OuS Et00oNC r X 7/,7 () ALTAOAIN TU7sE ( .=. • r_r OR OTHER 'A' Ski 1/4" 10OD LAOS EDP.) OR ACNOR SCN£DL4E FOR ALTERNATArs WW. PENETRAOON INTO £X611NG MO0004 STRucTU NOT MKLUDNVG sm cco FMSH, LAC INTO *000 STUD 24" O.C. WAX EX?517NG AOOOF.N-STRUCTuRE WALL MOUNT SECTION MOUNT SECTION . I/r MOOD LAGS (T1'P.) OR AOiOR S0r4EOL4E TOR 40/X0/4 /NES 1 Win. P£IOTRATION INTO EXST_NG WOOTEN STRUCTURE NOT MK-LUDIC STUCCO Aam. OR OTHER A' NEADOT ■/rMAX: DETAIL "A" N HEADER & SILL EXTRUSION ACTS AS A GUIDE FOR OUTSIDE PINS. PINS DO NOT HAVE TO TOUCH EXTRUSION. 1 REFER TO REFER TO ClbwQ DEFLECTION SECTION D -2 007..ECTTCoN T Da7ST7NC $ OC N S7RIKRIRE WALL MOUNT SECTION SECTION 0-5 oommuO s &GOING /EM PRESSURE TREATED 2 X . 7/r MOOD LAGS (TIP.) OR ACmoR SINEDU E FOR ALT£R044T7vEs 7 AWL P9IETRA17ON INTO £XCTAc MVODEN STRLC771RE NOT INQUDarr sr CC0 FA61L WALL MOUNT SECTION 7/4 MOOD LAGS (77F.) OR AOIQR SCHEDULE ;OR AL7ERNA7NES 1' AA'A PDVETRAOON INTO OCSTINC M0000+ SIRuCTURE NOT aKLUO7NG STUCCO FINCH, LAG WIO MOOD S7UD 24' O.C. WAX 7/r MOOD (ACS (TrP.) OR AOIOR SOILDULE FOR AL7ERmovES GONTRIUOUS BLOCTONG NEW PRESSURE TREATED 2 rr 6 OR O A HEADER OR Sal DETAIL A (7 P.) NOTES: OR OTHER 'A' NFAOER GR Sal II REFER TO DEFLECTION CHART EA713724G sTRlKn6tE . WALL MOUNT SECTION SECTION 0-3 I /A' *000 LAGS (TYP.) OR AOAOR SCHEDT4E FOR ALTS NAIN£s 1' WW. PENE7RA7TON WTO EWSONC .I00004 STRUCTURE; NOT WCLUODVC STUCCO ;INCA OR OTHER "A OR S41 ANCHORAGE TO WOOD CONSTRUCTION SHALL BE 1/4" . 2" STEEL LAGS OR LARGER, WITH 1 1/2" MINIMUM PENETRATION, SPACED AS INDICATED ON ANCHOR SPACING CHART. A MINIMUM PENETRATION OF 1" INTO WOODEN MEMBER IS REQUIRED NOT INCLUDING STUCCO FINISH. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE EX /STING WOODEN STRUCTURE. BLOCKING SITUATIONS ON THIS SHEET MAY ALSO BE USED WHEN ANCHORING TO POURED CONCRETE, 'MASONRY OR BRICK. HEADERS AND SILLS MAY BE USED IN VARIOUS COMBINATIONS Ftb.BEf�'Y•,S : :M.09SOUR, PE •EB 0006024 .4/11117 arcNoERInc, nc APPROVED AS COMPLYING WITH THE SOUTH 1' Ai IA BUILDING CODE DAT j� E 19.9-6 BY PROD + I � CONTROL DIV!S:ON BUILDING CODE COMPLIANCE OFFICE ,CCEPTANCE NC 4�' ZZ •Q czi REVISIONS Br 01/26/96 SP SEP / JRB / RSU 08 % mac SHOWN 95031 .m CD 4 8 1/4" SLEEVED DRIVE ANCHOR OR SEE ANCHOR SCHEDULE 24" O.C. SILL OUTSIDE LOCK OR INSIDE LOCKER WHIN 20x Or THE MIDSPAN OF ME SHUTTDT HFJL7N7 a 4 ONE SIDED STACKING EXISTING STRUCTURE Tr r 111 4 1/4" SLEEVED DRIVE ANCHOR OR SEE ANCHOR SCHEDULE 24" O.C. OPTIONAL KEY LOCK OPTIONAL LOCATION INSIDE OR OUTSIDE a 4 a 7/ -20 THLWBSCILFIT WITH 7/4 -20 PJWTN11T USW 11774 OUTSIDE LOCKER 5/B' HOLE MA BE USED TO ACSESS ANCHOR THRU Su. FOR ,NSTALNT70N (TYR) J/ re POP RNE75 OR /10 7EKS 17 0.C. ( 1 1/4" MAXIMUM .COUNTER THICKNESS PASS THRU WINDOW COUNTER WOOD OR OTHER MATERIAL 3/8" THROUGH BOLT 9 7/T O.C. WIND PRESSURE 77.5 P.S.F. MAXIMUM MAXIMUM BLADE LENGTH 48" Di 1/4" SLEEVED DRIVE ANCHOR OR SEE ANCHOR SCHEDULE FOR ALTERN1TIVES REFER TO SHEET NO.4 FOR SPACING PASS THROUGH WINDOW SECTION C GLASS SILL \ ROD? 1O OEFLELVON a�MRT RN INK DISTANCE BETWEEN CLA35 AND SMUITFR — -r 42 EXISTING STRUCTURE ANY ANGLE 1/4" SLEEVED DRIVE ANCHOR OR SEE ANCHOR SCHEDULE 24" O.C. 1/4_20 THROUGH BOLT 72" O.C. OR /14 TKS 72 O.C. TYPICAL PLAN VIEW SECTION e ° o 4 GLASS WINDOWS — N MEETING AT CORNER \' MEETING AT CORNER EXISTING STRUCTURE 4 I 4 J 4 1 4 :1 --y' 7/4" SLEEVED DRIVE ANCHOR 7 OR SEE ANCHOR SCHDULE O _ 2 PER SIDE (TOP & BOTTOM) � YYY v7/7• POP PACs O ry R P.) 1F115 77 JY O.C. c n ® Or � 4 a ANY ANGLE AS= LOCKER LOCATION KIST BE •77)474 20X OF THE MIOSPAN of THE SHt/77ER NDGMT J /164 POP RW7S OR /sw.BJS 77 O.C. OuTS7D£ LOCJ LOCATION MUST BE i77?IN 20X OF THE 741DSPAN OF THE SNUT7eP HEIGHT. 7/4 - 7HU7W 47774 1/4 -20 PmMJNUT USED WITH INSIDE LOOTER LOCKER DETAIL • INSTALLED INSIDE OR OUTSIDE ONLY ONE LOCKER 15 REOUIRED .7 /J6'e POP RIVETS OR /70 TEKS 77 O.C. MP.) ROHERT PE EB 0006024 • NTT E79cir1E£RIT1c, TIC. J /76 POP RIVETS OR /10 MKS 72 ". O.C. (1YP.) 1/4 -20 THUMBSCREW USED W 1 /A7/A 1 S 1D( U7 USE?N OUTIDE LOCKER ® � X2 ft u / CA T ' ;� LOCK SCHEDULE 0 - 30' EIEINITIION INSIDE LOCKER 0 OR OUTSIDE LOCKER 0 IS REOUIRED ON ALL SHUTTERS. KEY LOCK OPTIONAL JO' ELEIGInoN AND ABOVE INSIDE LOCKER 0. OUTSIDE LOCKER 0 OR A KEY LOCK MAY BE USED. ONLY ONE LOCK LS REOUIRED PER SHUTTER NOTE ELEVATION IS MEASURED FORM THE BOTTOM OF ACCORDION SHUTTER. o_Ye POSTS 70 BE ANCHORED TOP & BOTTOM *7774 ANGLE C11PS ( TWO FACM ) MEETING AT CORNER APPROVED / c!MPLYING WITH THE SOUTH FL' i'>IA :UILDING CODE DAT _ 1 E _ _ 194 BY PROD 'r CONTROL DIVISION BUILD! G COOL COM NCE OFFICE ACCEPTANCE N01 P 7 REVISIONS BY ,01/26/96 SP SEP / JR8 / RSM 08/25/95 SH 7N 95071 .m 8 DESIGN PRESSURE MAXIMUM BLADE LENGTH 36.80 144 44.40 . 144 47.81 144 51.23 144 58.06 140 61.47 138 66.85 135 67.53 135 71.46 133 74.00 132 75.30 131 78.84 130 81.45 129 83.45 128 86.83 127 88.52 126 91.44 125 93.81 124 96.61 123 DESIGN PRESSURE MAXIMUM .BLADE LENGTH 101.51 122 106.41 120 110.62 119 114.12 118 117.62 117 125.32 115 131.62 112 137.92 110 143.73 108 148.42 106 152.62 104 153.08 104 157.78 103 168.11 99 176.56 97 180.00 96 MAXIMUM BLADE L ENGTH MINIMUM DISTANCE BETWEEN SHUTTER AND GLASS 0 -144" 3 3/8" SPAN CHART SPAN CHART DESIGN PRESSURE CALCULATIONS MUST BE PREFORMED AS PER ANSI /ASCE 7 -88 WIND LOADS DEFLECTION ALL SPANS & ELEVATIONS ROBERT. S...MONSOUR, PE EB- 0006024 IMF ENGINEERING, INC APPROVED AS a FLYING WITH THE SOUTH FLOR1 :UKDING CODE DA 199 PRODUC :ICE ONTROL BUILDING CODE COMPLIAN O FFICE ACCEPTANCE NO95 - 1IZZ.D 3 REVISIONS 05/17/96 05/23/96 s 0 0 0 CD • arm . SEP / JRB / RSA! 08/25/95 y ownr s 9503 VON 6 ANCHOR SPACING vs DESIGN PRESSURE 91.4 PSF • 91.4 PSF 140.0 PSF 180.0 PSF ANCHOR TYPE .. ... SPAN 1 TENSILE 1 SHEAR 1 TENSILE 1 SHEAR • - . - BRASS WOOD BUSHING 1 I PEN. PENETRATION IN TENSILE ANCHOR TYPE PANEL E.D. TENSILE 1 10" r 6" 1 TENSILE WA N/A N/A TENSILE 1 SHEAR TENSILE 1 SHEAR TSHS.E SHEAR STUD ANCHOR NOT USED IN BLOCK :I a• lie STUD ANCHOR 1 WV MIN. EMBEDMENT . . _ . . _ _ ...... sr SPAN 1 r l21 121)2" 121/2" 12 1!? 121/? 1? 11" 12 117 121/? 12 1/7 121/? 12 1/7 9" 7 N/A N/A 9 N/A N/A 5 7 NIA i NIA N/A : N/A 5 i 5A NIA N/ N/A 1 NIA 4 5 N/A : N/A N/A i N/A 121/7 1 g 88" SPAN 4 12 1/2" 121/2" 121/? 12112" 121/? 9" 12 1/2" 121/2" 17 121/2" 10" 7" 7 N/A NIA 9 N/A WA 6" 5 i 7 • N/A 1 WA NIA i N/A 5 : 5 N/A ; N/A - • N/A : N/A 4 : 5 - N/A NIA : N/A 3 — 111)11M -- i 916 NAILED STUD ANCHOR 1 3i4" MIX EMBEDMENT, 1 tie 120 SPAN 12112" 12 112" 11" 12112" 9" 16" 11" 10" 9" 10" 7" r 7 N/A WA 9 N/A N/A 5 : 7 N/A NIA N/A i N/A 5 i 5 WA 1 N/A N/A • N/A 4 •: 5 N/A : WA T N/A : N/A I r 1 lie 17 63- SPAN r 121/2" 121/2" 121/2" 1? 9" 12112" 12112" 12 112" 121/2" 121/2" 9" 7 N/A N/A 9 N/A N/A r 5 : N/A i WA 7 N/A WA 5 N/A N/A : 5 : WA N/A 4 N/A N/A i 5 . N/A N/A 2 1 1 t i4" 12 112" 88' SPAN r 12 1/ 7 12 1/7 121/? 121/2" 9" 3 12112" 2" 11" 10" 12112" 2" 10" 7 N/A NIA 9 N/A N/A 19" 5 N/A N/A 7 N/A N/A 5 WA N/A 5 N/A N/A 4 N/A N/A 5 N/A N/A Vti■ 1 1 c10-111 • 'Mr SLEEVE ANCHOR 1 114" MIN. BASEMENT 2" 14 120".SPAN 1 3" 121/2" 12- 1 11 10" r 3 9" r 10" 7" 5" 7 N/A N/A 9 N/A N/A 1 5 N/A WA 7 N/A 1 N/A 5 N/A N/A 5 N/A N/A 1 1 4 WA N/A 5 N/A N/A 1 2" 1114" 88" SPAN 1 Sr SPAN 1 3" 12 1/2" 1 12" 1 11" 12 1/7 12" 9" 8" 7" 12 1/2" : 11" 8" 7 N/A N/A 9 N/A N/A 5 7 NIA i N/A N/A N/A 5 5 N/A 1 N/A N/A : N/A 1 N/A 1 N/A NIA : WA 111111 1 r iie STEEL SLEEVED DRIVE ANCHOR 1 WV MIN. BIABEDMENT (1 1 im- 138 SPAN 3' 10" 9" 121)2" 10" 7" 6" 17 8" 7 N/A N/A 9 NIA N/A 5 NIA 1 N/A 7 : N/A N/A 5 N/A WA 5 : N/A NIA 4 5 I NIA 1 N/A T N/A ' N/A 1 r 1 r . [7i .,.. 120" SPAN 7" 7" 5- 4- 6" 4" N/A N/A NIA N/A N/P. WA N/A N/A N/A N/A N/A N/A : N/A N/A N/A 1 iir 7.Alt■C HAMMER DRIVE _ 1 sir 83?) EMBEDMENT I 2 • 1 114' VARIOUS HEAD TYPES 68 SPAN i 3' 121/2" 121/2" 121/? 12" 121/2" 11" 10" 121/2" 11" 7 N/A N/A 9 N/A N/A • 5 NIA N/A 7 NIA N/A 5 WA N/A 5 N/A N/A 4 N/A N/A 5 N/A N/A 1 121/2" 1 114" 121/2" 83- SPAN 3' 121/2" 121/2" • 121/2" 10" 9" 12" 8" 7 N/A N/A 9 N/A NIA 5 N/A N/A 7 N/A N/A 5 N/A WA 5 N/A N/A 4 t WA N/A 5 N/A N/A .MIZIZZIMMIVal 2" 1 12- 1st" MASONRY SCREWS 1 1/2 IM?). EMBEDMENT • 11)4" 1 11" 120" SPAN 3J 10" 121/2" 9" 7" 6" 9" 6" 4" 7 N/A N/A 9 N/A N/A 5 N/A • N/A 7 N/A N/A 5 N/A N/A 5 N/A 1 N/A j 1 4 5 N/A : N/A N/A i N/A 2 9" 1 1 tie I 68" SPAN 121/2" 121/2" • 121/? 10" 10" 9" 121/? 17 7 N/A N/A 9 N/A N/A 5 N/A N/A 7 N/A N/A 5 N/A N/A 5 N/A NIA 4 5 N/A : N/A N/A N/A 2 WV 1 121/? • 11 1 ' 1 11 •••-, r ; 12 1/2" 88' SPAN 3- 121/2" 121)2" 12" 8" 7" 17 9" 7 N/A N/A 9 N/A N/A 5 N/A N/A 7 N/A N/A 5 5 N/A i N/A N/A N/A 4 5 T N/A i N/A N/A N/A 1M-20 x 718" • ur DIA MACHINE SCREw ANCHOR vr MIN. EMBEDMENT • 2112" 1 121/2" 2" ; 121/? 1 1120 SPAN . 3" 17' 11" 9" 6" 1 6" 5" 5" 9" 7" 4" 7 N/A N/A 9 WA N/A 5 N/A • N/A 7 N/A N/A 5 N/A N/A 5 N/A WA 4 T N/A N/A 5 N/A N/A 2112" : 11 r : 10" WOOD APPUCATIONS • 91.4 PSF 1 140.0 PSF 180.0 PSF ANCHOR TYPE DIA. SPAN 1 TENSILE 1 SHEAR 1 TENSILE 1 SHEAR TErestLE 1 SHEAR BRASS WOOD BUSHING 1 I PEN. PENETRATION IN TENSILE 1M-20 1 sr SPAN I 12 1/? 12 1 /2" 12 1/7 10" r 6" 1 N/A N/A N/A N/A N/A N/A WA N/A N/A N/A N/A : WA 1 83" S PAN 1 120 SPAN 1 I 68' SPAN 1 12 1/2" 11" 7 4 5 3 1)4" 1 sr SPAS 121/7 r j 7 4 5 3 1 120 SPAN , 10" 6" 7 4 5 3 1 Br SPAN 1 18" 16" 7 4 5 3 > sels 1 sr SPAN 16" 17 7 4 5 3 1 120 SPAN I 17 r 7 4 5 3 1 68" SPAN I 18" 20" 1 7 4 5 3 sir sr SPAN 1 19" 15" 7 4 5 3 I 120 SPAN 1 14 11 7 4 5 3 WOOD LAGS 1 sr SPAN 1 13- 24" 1 7 4 5 3 1" MINIMUM BASEMENT 7716 88" SPAN 1 18" 21" 7 4 5 3 13 i 120 SPAN 13- 15 1 4 5 3 4-11 • ANCHO SCHE ULE NOTES: TENSILE = WALL MOUNT OR PULLOUT APPLICATIONS SHEAR = FLOOR AND CEILING MOUNT APPLICATIONS ANCHOR SPACING ALLOWANCE ONE INCH. MINIMUM EMBEDMENT IS FROM MOUNTING SURFACE. INCLUDING .STUCCO FINISH, •-. EXcLUDING BRICK PAVERS AND CERAMIC TILES. • . • - __, .- . 2 .- - PIRESSURESAVER. 91.4 P.S.F. BASED ON WEAKEST ANCA APPROVED • COMPLYING WITH THE SOUTH FLI; : • BUILDING CODE F - : DA ¶1 _ lea& 41 : 1 / ri • : BY .,, ( Z . ,= PiODUC CONTROL DIVISION ', .•-•: • 7. . ___ _-, - ...... •_.. , v .- ROBF,FETA, PE BUILDING CODE COMPUANCE OFFICE LS 24 ACCEPTANCE NOR-S i I Z-Z- Ca govvIS CreGirtee.Rinc, riC. 40111MINIMINIII0mw REVISIONS BY 01/26/96 05/23/96 SP SP Ihmonni 41111111111M1.11=11•11111%, 8 08/25/95 9503 • 2477 7 N co tn a I 7 0 0 0 uJ SAM ANCHOR SPACING vs DESIGN PRESSURE 91.4 PSF 140.0 PSF 180:0 PSF POURED CONCRETE CONCRETE BLOCK POURED CONCRETE 1 CONCRETE BLOCK POURED CONCRETE CONCRETE BLOCK ANCHOR TYPE PANEL ED. TENSILE I SHEAR TENSILE I SHEAR TENSILE I SHEAR TENSILE 1 SHEAR TENSILE I SHEAR TENSILE 1 SHEAR N„ = 1\: :;;1 :Iv 114" STUD ANCHOR 1 112" MIN. EMBEDMENT e 144' SPAN 3" 12" 10" 9" 11" 8" 5" WA WA N/A N/A N/A N/A 7 N/A WA 9 N/A N/A N/A ,. WA WA WA N/A WA 5 N/A WA 5 N/A N/A WA N/A N/A WA N/A WA 2' 1114" 9" 144" SPAN 3" 12" 12" 12" 10" 7" 9" 8" 7" 8" 6" 4" 7 WA N/A 9 N/A N/A 5 N/A WA 7 N/A N/A 5 N/A N/A 5 N/A N/A 4 N/A N/A 5 WA N/A . 1 1:0\ i , : , 5/16 NAILED STUD ANCHOR 1314" MIN. EMBEDMENT 2" 1114" 11" 3 144' SPAN - 3" 12" 8" 6" 4" 8" 7" 6" 8" 6" 4" 7 N/A N/A 9 N/A WA . 5 N/A N/A 7 WA WA 5 N/A N/A 5 N/A N/A 4 N/A WA 5 N/A WA 0 1 1 en--,1 114" SLEEVE ANCHOR 1 114" MIN. EMBEDS:ENT 2" 1 0" 1 114' 9" e. 144" SPAN 3' 7" . 9" 6" 4" 5" 4" I 4" 8" 6" 4" 7 N/A N/A 9 N/A N/A 5 WA N/A 7 N/A N/A 5 N/A WA 5 N/A N/A 4 N/A N/A 5 WA N/A 114" STEEL SLEEVED DRIVE ANCHOR 1 318" MIN. EMBEDMENT r 6" 1 114' 5" 144' SPAN 3" 6" 8" 6" 4" 4" 4" 4" 7" 5" 4" 7 N/A WA 9 N/A WA 5 N/A WA 7 N/A N/A 5 N/A N/A 5 N/A WA 4 N/A N/A 5 N/A N/A E - G 417:11MOIMIi 114" ZAMAC HAMMER DRIVE 1318" MIN. EMBEDMENT r 6" 1 114" 5" ff LL.i.M4LZLsaMMLZI- 144" SPAN 3" 8" 11" 6" 8" 5" 5" 5" 7" 5" 4" 7 N/A WA 9 WA N/A 5 WA WA 7 N/A N/A 5 WA N/A 5 4 WA WA N/A N/A 5 WA WA 2" 7" U4" MASONRY SCREWS (VARIOUS MEADS) 1 112" MIN. EMBEDMENT 1 114" 7" 144" SPAN 3" 10" 9" 5" 7" I 4" 5" ; 4" 7" 5" 4" 7 WA N/A 9 WA N/A 5 WA N/A 7 N/A N/A 5 WA N/A 5 4 WA WA N/A N/A 5 WA N/A I ~ 2112" 9" 114-20 x 718",1/r MACHINE SCREW ANCHOR 2" 8" WOOD APPUCATIONS I 91.4 PSF 1 140.0 PSF I 180.0 PSF ANCHOR TYPE SPAN 1 SPAN I TENSILE I SHEAR ! TENSILE I SHEAR j TENSILE SHEAR 1 11" N. PENETRATION W TENSILE 1 BRASS WOOD BUSHING 144" SPAN 114-20 12" 8" N/A WA WA WA 114" 9" 5" 7 4 5 3 M}- ZUU} } M-' \. 144" SPAN 5/16" 10" 7" 1 7 4 5 3 srs 12" 9" 7 4 5 3 WOOD LAGS (VARIOUS HEADS) 1" MINIMUM EMBEDMENT 7116" 16" 12° i 7 4 5 3 A NCHO S C H E D U L E NOTES: TENSILE = WALL MOUNT OR PULLOUT APPLICATIONS SHEAR = FLOOR AND CEILING MOUNT APPLICATIONS ANCHOR SPACING ALLOWANCE ONE INCH. MINIMUM EMBEDMENT IS FROM MOUNTING SURFACE, INCLUDING STUCCO FINISH, EXCLUDING BRICK PAVERS AND CERAMIC TILES. PRESSURES 17)4 OVER ROBERT S. MONSOUR, PE EB- 0006024 0,'196 ET1GINEE2111G, IIIC 91.4 P.S.F. BASED ON WEAKEST ANCH APPROVED AS OMPLYING WITH THE SOUTH FLO' I' BUILDING CODE DA BY PRODUC CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NOBS" 1 IZZ -Q3 REVISIONS BY 01/26/96 •sP 05/23/96 SP a v o Z . n in J x6 L2 J W< ea U <2 0 U W W" 3 n m n • SEP /JRB /RSV 0011111110 OB/25/95 s ou. 95031