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WINDOWS/SHUTTERS
Date APPROVED: PERMIT APPLICATION FOR MIAMI SHORES VILLAGE F3 Job Address 30 0 /t /F 9/ 5'4 Legal Description LOT 7 EL PO2TE1 SEG 2P$ H 1 .� Owner / Lessee / Tenant V I (B R U AJ Owner's Address /96 41 9I 6 // Contracting Co. &4/41,h) Address Qualifier SS# - - State # Municipal # Competency # Ins.Co. Architect /Engineer Address Bonding Company Address Mortgagor Address Permit Type(circle one): BUILDING ELECTRICAL WORK DESCRIPTION S ,e, 4 % / D . r1°» 14) Intim u) S 4/ 6 'VC& d41i/gG Square Ft. , Estimated Cost(value) OL 6A? ( o'" 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. F J he e, I authorize the above -named contractor to do the work stated. Signature of owner and /or Condo President Date: Notary as to Owner and /or Condo President My Commission Expires: ** * * * * * * * * * PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN Signat re of -=^- - - - - er -Bui der Date: 7 93 N•(7ary : s to C My Commission Tax Folio // 3/e/ / Ogle Master Permit itg for Phone Phone FEES: PERMIT 0 - ` 41D RADON C.C.F. \ � NOTARY TOTAL Fire Zoning Buildi Mechanical Plumbing Engineering Other Electrical 7"Y' L.0 4ti , METROPOLITAN E COUNTY, FLORIDA METRO•DADE Binnings Pan American 2805 N.E. 185 Street Miami, F1. 33163. APPROVED Your application for Product Approval of Series PA -1 Aluminum Si ngle Hung Window DH -R35 under Sections 203 and 204 of the South Florida Building Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by Miami Testing Laboratory Report #MTL- 14718 (incl. FER) dated March 22, 1991, Comparative Analysis by R.E. Fisher & Associates dated 4 -22 -91 has been accepted by Product Control to be used in the Unincorporated areas of Dade County under the Specific Conditions set forth on pages 2 -2b and the Standard Conditions on Page 3 for Glazed Products ACCEPTANCE No.: 91- 0510.2 Gil Diamond, P.E. July 8. 1991 / Product Control Division Supervisor EXPIRES March 22, 1995 * *PLEASE NOTE * THIS IS THE COVE RSHEE .SEE ADDITIONAL PAGES FOR SPrECIFIC AND GniyERAL CONDITIQNB BOARD OF RULES AND APPEALS NOTZ,.C.L OF ACCEPTANCE This application for Product Approval has been accepted by the Metropolitan Dade County Board of Rules and Ap- to be used in the Incorporated and Unincorporated areas of Dade under the conditions set forth above. .J APPROVED: ',July 8, 1991 PRODUCT CONTROL NOTICE O.I'_ACCEPTANCE -1- 41 'fr METRO -DADE CENTER BOARD OF RULES AND APPEALS CODE ENFORCEMENT SUITE 1010 111 N.W. 1st STREET MIAMI. FLORIDA 33128.1974 (305) 375 -2612 Charles Danger, �7P g , . E . Deputy Secretary Metropolitan Dade County Board of Rules and Appeals Binnings Pan American DESCRIPTION OF UNIT MODEL DESIGNATION PA -14 Aluminum Single Hung Window DH -R60 OVERALL SIZE: 3' - 9' by 6' - 6 7/8" high MUNTINS: None REINFORCEMENT: None -2- ACCEPTANCE No.: 91- 0510.1 APPROVED July 8, 1991 EXPIRES March 22, 1995 NOTICE OF ACCEPTANCE: SL'ECIFIC CONDITIONS ASSIGNED ACCEPTANCE MARKINGS AAMA 101 -88 DH -R60 Dade County Approval #91- 057.0.1 Expires: March 22, 1995 Approved for installation up to 150 ft. above grade. CAUTION: Elevation must be reduced in the coastal construction zone No. & SIZE OF VENTS: One, 42 3/8" by 31 5/8" high; one fixed light frame glazed at the top with a clear opening of 40 1/2" by 43 3/8" high (0 /X). WEATHERSTRIPPING: Single vinyl flap in vent top rail and sill weathering flange. Single pile with integral plastic fin on exterior of vent jamb rails. One 1/2" by 1" open cell foam pad in each lower frame corner. One 1" strip of pile weatherstrip at each end of fixed meeting rail. OPERATORS & LOCATIONS: Spring and pulley balances. One metallic cam lock at midspan of vent top rail. GLAZING MATERIAL: 3/16" annealed glass. GLAZING METHOD: Exterior glazed using adhesive bedding compound and rolled aluminum glazing bead. WEEPHOLES: One 3/4" notch in each end of sill weathering flange. One 1 1/4" notch in each end of sill screen retainer. ADDITIONAL DESC IPTION: A 2.42" overall interior sill flange used. Standard vent t rail used. Gil Diamond, P.E. Product Control Division Supervisor Binnings Pan American ACCEPTANCE No.: APPROVED EXPIRES NOTICE OF ACCE2TAi`ICE: SEE IFIC CONDITIONS -2a- SCREWS) D M TESTS: INTERIOR WINDLOAD: 91.0 p.s.f. EXTERIOR WINDLOAD: 91.0 p.s.f. HEADER: WATER RESISTANCE : 10.40 p.s.f. JAMBS : AIR INFILTRATION : 0.29 p.s.f. FORCED ENTRY MTL 14772 SILL 3 91- 0510.1 July 8, 1991 March 22, 1995 ETHOD OF ATTACHMENT # 10 x 1" CP PH SMS 2 # 10 x 1" CP PH SMS 5 # 10 x 1" CP PH SMS NOTE: R.lease see Note #11, 3 APPROVED FOR ELEVATIQHS UP TO: 150. feet above existing grade Higher elevations are approved based upon the attached Comparative analysis. This product must be re- evaluated for structural adequacy when installed within the Coastal Construction Zone in accordance with Chapter 23 Sub - section 2309.2 (b) of the South Florida Building Code. Gil Diamond, P. Product Control Division Supervisor 5 innings Pan Ae,T ican 140 130 120 110 T 5 100 T • 60 F 50 40 L O • 80 0 90 70 30 20 STANDARD VENT TOP RAIL 30 NOTICE OF .CCEPTAKE : aucuiC CONDITIONS 34 _ _ 1/1 DH -R60 MTL# 14772 TEST LOAD +/ 91.0 PSF 38 42 - .46 WIDTH IN INCHES -2b- . ACCEPTANCE No.: APPROVED EXPIRES 50 - - 5 4 - - 91- 0510.1 July 8, 1991 Gil Diamond, P.E. Product Control Division Supervisor March 22, 1995 TEST UNIT SIZE: 45.125' X 78.125" -38.373" 63.0•' 78.125 • 90.0•• • 96.0" - • 55 - 50.625" • ORIEL N 0 w G H T IIM IIIIIMM Illarantall -‘4 l a i talliTh i. . re Mm g L „ 5 innings Pan Ae,T ican 140 130 120 110 T 5 100 T • 60 F 50 40 L O • 80 0 90 70 30 20 STANDARD VENT TOP RAIL 30 NOTICE OF .CCEPTAKE : aucuiC CONDITIONS 34 _ _ 1/1 DH -R60 MTL# 14772 TEST LOAD +/ 91.0 PSF 38 42 - .46 WIDTH IN INCHES -2b- . ACCEPTANCE No.: APPROVED EXPIRES 50 - - 5 4 - - 91- 0510.1 July 8, 1991 Gil Diamond, P.E. Product Control Division Supervisor March 22, 1995 TEST UNIT SIZE: 45.125' X 78.125" -38.373" 63.0•' 78.125 • 90.0•• • 96.0" - • 55 - 50.625" • ORIEL N 0 w G H T REVISED 6 -18 -91 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS FOR GLAZED PRODUCTS 1. For multiple window installations. approved mullion drawings and calculations must be filed with Product Control. 2. This acceptance will qualify smaller units of the same design and materials as the unit tested. 3. All units must be labeled, giving the manufacturer's name, Dade County Product Control Approval Number, pT roved elevation and datee of expiration. 4. Extension of Acceptance may be considered after a new application has been filed and the supporting data, for test reports less than four (4) years old, has been re- evaluated. 5. Any revision or change in materials, use or manufacture of the product shall automatically be cause for termination, unless prior approval is granted for revision or change. 6. Any unsatisfactory performance of this product or a change in Code provisions shall be grounds for re- evaluation. 7. This acceptance shall not be used as an endorsement of any product sales or advertising purposes. 8. Windows and sliding doors have been tested in accordance with the American National Standards Institute's specifications and the Architectural Aluminum Manufacturer's Association Standards ANSI -AAMA 101 -85 or for wood units ANSI /AAMA 302 and 402 and for vinyl units ASTM D- 4099 -82. 9. Swinging doors shall be tested for positive and negative wind pressures as per Chapter 23 of the South Florida Building Code. 10. Hardware for all windows and doors shall conform to Intrusion and Burglary Security Chapter 8C of the Code of Metropolitan Dade County. 11. The spacing of fasteners shall be as tested or 24" whichever is less. R The first fastener shall be located a maxim ru rr of 6" from each corner and mullion or stile. Minimum penetration of fastener shall be as tested or 3/4" whichever is higher. No wood or plastic shields or pins shall be used. Unless otherwise noted in the test report, minimum size of screws shall be No. 8 for first and second floor installations and No. 10 for all other floors above the first and second floors. :il Diamond, P.E. Product Control Supervisor Metropolitan Dade County Building & Zoning Department Date PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Legal Description Historically Designated: Yes No _ • / Tenant VI 1 6ig (J Y) 10 /12!) I/1 Master Permit # -IS Owner's Address [ 91 & 91 Phone 0 b J 7 5 7 - fig 1f f Contracting Co. fl \R (` ( Address Job Address / 9 o Al E 9/ Tax Folio 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 Pit R (,( g Square Ft. WS L1 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. Signature of owner and/or Condo President Notary as to Owner and/or Condo President Date My Commission Expires: FEES: PERMIT 5 RADON C.C.F. r 4 0 NOTAR Estimated Cost (value) • kill, d ter' OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all rk will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the •rk sta 1 Date Signa of Contractor or Owner- Builder as to Contracto My Commission Expires: Electrical Owner- Builder , Po OFFICIAL NOTARY SEAL p t S MARGARITA MONTIEL * { r * CO9MlfON FLAMER 4 4. Q t.`C797277 71 O4' MY COMMISSION EXPIRES OF PV ►EC ._ 2002 Date �� /s /? TOTAL DUE 5� 6a APPROVED: Zoning Building Mechanical Plumbing Structural Engineer 1 • IX8') N W 22NO STREET. . .POMPANO BEACH FL. 33069 800- 272- 207I/FAX 954- 960 -0567 MADDEN MANUFACTURING CO. INC. - f c Q W \ \e.x. �$ To whom k may concern: BUILDING DEPARTMENT TO SUBMITTED ENGINEERING. CONTRACTOR NAME � Q ADD. \� DATE n lO a / We are the authorized manufacturer of MADDEN MFG. STORM PNLS. UNDER PRODUCT CONTROL NUMBER 9 ( ^� mob• o�} THIS LETTER AUTHORIZES V a.. \I I u -k LAt..tN TO USE OUR ABOVE NAMED PRODUCT IN ACCORDANCE WITH APPROPRIATE COUNTY CODES. IN ADDITION, ALL PRODUCT APPLICA TIONS ARE TO BE STRICTLY ADHERED TO. ALWAYS REFER JOB LOCATION NAME \i; Lu t'uc\A ‘...(! L e ADD. jgo I`1 CITY /ZIP CITY /ZIP rk'k.avrvis. ,ces ) 311 s& • PRODUCT CONTROL NOTICE OF ACCEPTANCE Madden Manufacturing 1889 N.W. 22nd Street Pompano Beach FL 33069 Your application for Product Approval of: 20 ga Galvanized Steel Storm Panel 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 Madden Manufacturing Co. drawing # 96-37 sheets 1 through 7 revised on 03/04/97 and signed by V.J. Knezevich P.E, For listing of all evidence see section 3 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 a;ytime 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.:96- 020.04 Expires:05/01 /00 1 Raul Rod'iguez 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. Approved:05/01/97 -I Internet mail address: postmaster @bpildingccdeonline.coin METROPOLITAN DADE COUNTY, FLORIDA METRO -OADE FLAGLER BUILDING BU 140 ILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING WEST FLAGLER STREET SUITE 1603 MIAMI. FLORIDA 33130 -1563 (305) 375-2901 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375-2902 FAX (305) 372 -6339 ar s gr anger, Director Building Code Compliance Dept. Metropolitan Dade County Wnmepage: http: / /w� :ildingCC.. �nline.com • f f Madden Manufacturing„ Co. 'ACCEPTANCE NO : 96-0520.04 APPROVED : MAY 0 1 1997 EXPIRES _ M4Y �] 1 2000 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. DESCRIPTION 1.1 This approves a 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 drawing No. 96 -87, Sheet 1 to 7, using 20 Gauge Steel, galvanized grade C. See General Note 5 on sheet 1 of 7. 2.2 Panels are rolled formed, have a nominal width of 12.00" and a total width of 15.269 ", forming 2" deep ribs (Part 1). • 2.3 Components shall be aluminum alloys 6063 -T6: "h" & "u" header (Part 2 &•3), 2" x 2" x .093 "and 2" x-3 "x 0.093 studded and non studded angles (Part 5 & 6), a 2" x 5" x .125 ".studded andnori studded angle (Part 4 & 4a), "E" & "F" tracks (Part 7 & 7a), aluminum alloy 6061 -T6: 2 "x5 "x.125" angle (Part 4) used on detail T and 1/4 "die cast aluminum washered nut (Part 8). 2.4 Other components shall be made of galvanized steel grade C: 16 gauge keyhole washer (Part 10) and 18 gauge 1" x I" x 18 gauge steel bar (Part 11), all bolt studs are s.s.1 /4 -20 x 5/8 ". 2.4 Tested specimen: Dimensions: 51.25" wide x I04" long overall 51.25" wide x 144" long overall (largest) 51.25" wide x 072" long overall • (smallest) 3. LIMITATIONS 3.1 The design will be dependent on the maximum panel height of 12' -0" or 144" for wall, built -out, direct and ceiling/inside mount to be installed only as outlined on Dwg. No. 96 -87, Sheets 1 through 7. For Design Load vs. Panel Span, see Table 1 "Storm Panel Schedule" on Sheet 7 of 7, Dwg. No. 96 -87 3.2 Minimum separation to existing glass to protect shall be as shown in Table 2 "Minimum Separation from Glass Schedule" Sheet 7 of 7 drawing No. 96 -87. 3.3 Maximum Clearance between top of panel and inside of header shall be 1/4 ". 3.4 Reinforcement: 3.4.1 For installations 30 ft. or less above grade, an optional steel bar. described below, may be used to control deflection of storm panel system provided that the separation from the glass is 2 1/4" or more but less than 3 - 1/4 ". 3.4.2 A 1" x 1 "x18 ga. steel bar extending the whole width of shutter may be attached at mid span with 1/4 " - x 4" bolts w /die cast alum. washered wing nut spaced at 12" o.c.. as shown on drawing 96 -87 sheet I of 7. Candid() F. Font P.E. Plans Examiner. Product Control Division r• Madden :Mtanufacturin2 Co: ACCEPTANCE NO : 96- 0520.04 APPROVED : MAY 0 1 1997 EXPIRES : MAY 0 1 2OOD NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS • 4. INSTALLATION 4.1 The panels shall be installed only in the following condition: 4.1.1 Wail Mount The panels are secured into an "h" header (Part 2) at the head; and using 1/4 " -20 x 5/8" machine bolts stud with washered wing nut spaced at 12" o.c. to an aluminum studded angle (Part 6) at the . sill, both of which are anchored to the wall, using tension and shear capacity anchorsas shown on Anchor Schedule, drawing No. 96 -87, sheet 6 of 7, bearing the Dade County Product Control approval stamp. This mounting condition is shown on details E. [. L & R of drawing No. -96 -87 sheets 2 of 7 through 5 of 7 part of this product approval. 4.1.2 Build -out Mount The panels are secured inside a top track "u" header (Part 3) at the head and fastened to the 2" x 2" .093" continuous studded aluminum angle (Part 6) at the sill using 1/4 " -20 x 5/8" machine bolts • stud with washered wing nuts spaced at 12" o.c.; both header and sill are fastened to the long leg of a 2" x 5" (max.) x 1/8" aluminum angle (Part 4) used to provide the buildout, using ;414 tek screws or 1/4 " -20 x 5/8" bolt and nut at 12" o.c. Both angles are anchored to the wall as shown on Anchor Schedule, drawing No. 96 -87, sheet 6 of 7 bearing the Dade County Product Control - stamp. This mounting condition is shown on details H, Y, & AB of drawing No. 96 -87 sheets 2 of 7 throth 5 of 7 part of this product approval. 4.1.3 Inside Mount The panels are secured inside a top track "u" header (Part 3) at the head, which is anchored to the inside of the concrete lentil opening or ceiling ; and fastened to the 2" x 2" x :093" continuous studded aluminum angle (Part 6) at the sill or floor, using 1/4 " -20 x 5/8" machine bolts with washered wingnut spaced at 12" o.c., which is anchored to a concrete slab or bulkhead as shown on Anchor Schedule, drawing No. 96 -87 sheet 6 of 7 bearing the Dade County Product Control approval stamp. This mounting condition is shown on details F, G. M & AC of drawing No. 96 -87 sheets 2 of 7 through 5 of 7 part of this product approval. 4.1.4 Direct Mount The panels are secured directly to the wall at head and sill using tension fasteners as shown on Anchor Schedule, drawing No. 96 -87 sheet 6 of 7 bearing the Dade County Product Control approval stamp. This mounting condition is shown on details K of drawing No. 96 -87 sheet 3 of 7 part of this product approval. • 4.1.5 Anv combination of the above. 4.1.6 Additional Mounting Details The following special mounting conditions are also approved with the corresponding limitations noted in each section detail. This mounting conditions are shown on sections J, N, 0, U, W, T & Z of drawing No 96 -87 sheets 2 of 7 through 5 of 7 part of this product approval. -2a- Candido F. Font P.E. Plans Examiner. Product Control Division t • Madden Manufacturing Co. ACCEPTANCE NO : 96- 0520.04 APPROVED : MAY 0 1 .1997 EXPIRES . :. jnj 0 1 2000 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 4.1.7 The "u" header shall be supported at 12" o.c. on details.N & 0 and the 2" x 2" angle be supported at 12" o.c. on detail J. 4.1.8. All installations are controlled by Table 1 "Storm Panel Span Storm Panel Schedule" and Table 2 "Min. Separation From Glass Schedule" all tables on sheet 6 of 7 are for anchor spacing and not to be used for pressure versus span of panels. =1.2 Anchorage of the aluminum components shall be to.3000 psi (minimum), concrete; concrete block masonry and/or S.G .55 or better wood framing and shall consist of only the anchors, embedment and spacing specified on Drawing No. 96 -87, Sheet 1 through 7. Substitution of anchor type. or indicated embedment is unacceptable and requires to be engineered separately and accepted by the building official. . 4.3 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 panel shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Dade County Product Control Approved ". 5.2 Zach opening requiring to have reinforcement, shall have a legible permanent marking instructing owner or tenant to secure panels with applicable reinforcing as mentioned on section 3.4, across the whole width of the opening during periods of Hurricane warning. 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. 96 -87, Sheets I through 7, bearing the approval stamp, Notice of Acceptance number and date by Dade County Product Control Section, clearly marked toshow 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 - Candido F. Font P.E. Plans Examiner. Product Control Division ' Madden :Manufacturir>'2 Co. ' ACCEPTANCE NO : 96- 0520.04 APPROVED : MAY 0 1 1997 EXPIRES : MAY 0 1 2000 . NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 7. TESTS PERFORMED 7.1 Test Results: -2c Candido F. Font P.E. Plans Examiner. Product Control Division TEST TEST LOAD DESIGN LOAD '_ Deflection LARGE MISSILE IMPACT TEST (144" SPAN) SFBC PA 201 -94 no interm. support. SATISFACTORY CTC 96 -012 (J) Max. 3.25" • UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEG. (104" SPAN) -109.2 PSF CTC 96-012 (F) -72.80 PSF CTC 96 -012 UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEG. • (104 "SPAN) -144.4 PSF CTC 96 -012 (G) -76.3 PSF CTC 96-012 • • UNIFORM STATIC AIR PRESSURE TEST SFBC PA 201.-94 NEG. (104" SPAN) -113.1 PSF CTC 96 -012 (H) • - -75.4 PSF CTC 96 -012 . LARGE MISSILE IMPACT TEST . (104" Span) SFBC PA 201 -94 no interm. support SATISFACTORY CTC 96 -012 (D) Max 2,75" - CYCLIC WIND PRESSURE TEST SFBC PA 203 - 94 NEGATIVE -80.0 PSF CTC 96 -012 (B) -61.5 PSF CTC 96 -012 • CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 NEGATIVE -97.5 PSF CTC 96 -012 (D) -75.0 PSF CTC 96 -012 LARGE MISSILE IMPACT TEST (104" Span) SFBC PA 201 -94 ' w/ interm. support SATISFACTORY CTC 96 -012 (A) Max - 2.1875" CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 NEGATIVE -97.5 PSF CTC 96 -012 (A) -75.0 PSF CTC 96 -012 CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 NEGATIVE -97.5 PSF CTC 96 -012 (C) -75.0 PSF CTC 96 -012 . DESIGN PRESSURE RATING For Design Load vs. Panel Span, See Table 1 "Storm Panel Schedule" on Dwg. No. 96-87. El- Ib.in2/ft. 1.0377 E+ 07 DESIGN MOMENT 578 FT.LB.. D. SHEAR 275 LB ' Madden :Manufacturir>'2 Co. ' ACCEPTANCE NO : 96- 0520.04 APPROVED : MAY 0 1 1997 EXPIRES : MAY 0 1 2000 . NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 7. TESTS PERFORMED 7.1 Test Results: -2c Candido F. Font P.E. Plans Examiner. Product Control Division 1 Madden Manufacturing. Co. 2d - ACCEPTANCE NO : 96- 0520.04 APPROVED MAY 0 1 1997 EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS MAY 0 1 2000. • 8. EVIDENCE SUBMITTED 8.1 Tests: 8.1.1 Test report on Large Missile Impact, Cyclic Loading and Uniform Static Air Pressure Test of 20 Gauge Steel storm panels, prepared by Construction Testing Corporation, Report No.,CTC• 96 -012, dated April 22, 1996 signed and sealed by C. T: Tyson, P.E. 8.2 Drawing: 8.2.1 Drawing No. 96 -87, Madden Manufacturing Co., 20 Gauge Steel Storm Panels, Sheets 1 • through 7 , prepared by Knezevich & Associates, dated 04/22/96, revision 2 dated 03/4/97, signed% and sealed by V.J. Knezevich, P.E. 8.3 Material certification: . • 8.3.1 Gulf States Steel Inc. Certificate of Test of 0.036" galvanized carbon steel coil , ASTM At53, Grade 40 arid G90. Date of purchase 12/15/95 sold to American Douglas Metals. • 8.3.2 Tensile Test Report # 6DM -850 from Q.C. Metallurgical, Inc., dated 04 /04/96 for steel • sample # CTC -96 -012 A, tested per ASTM E8, signed and sealed by James W. Roese. 8.4 Calculations: 8.4.1 Comparative Analysis dated 4/22/96, pages 1 thru 34, prepared by Knezevich & Associates, Inc., signed andsealed by V.J. Knezevich, P.E. 8.4.2 Anchorage Calculations for 9 anchors, Storm Panel. Span Schedule, Separation from glass schedule, Reactions and Special detail fastener calculations; prepared by Knezevich & Associates dated 03/06/97, pages 1 through 21, signed and sealed by V.J. Knezevich, P.E. Candido F. Font P.E. Plans Examiner. Product Control Division Madden Manufacturing Co. • END OF THIS ACCEPTANCE - 3 - ACCEPTANCE NO.: 96- 05/0 :04 APPROVED ,EXPIRES NOTICE OF ACCEPTANCE: STANDARD CONDITIONS • MAY 0 1 1997 . : Y 1 20 00 I • Renewal of this'Acceptance (approval) shall be considered after a renewal application has been filed and the original submitt:d documents, including test supporting data, engineering documents, are-no older than eight (3) years, 2. Any and all approved products shall be permanently labeled with the manufacturers 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 witt.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 prgduct 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. 3. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Acceptance contains pages I. 2, 2(a) through 2(d) 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. 1 �• Hardware for all windows and doors shall conform to Security and Forced Entry Prevention. Chapter 36 of the South Florida Building Code. 1 Candido F. Font P.E. Plans Examiner Product Control Division • :C ti • ABEL LOCATION 537`1 , 1.031Y .100 12.00' COVERAGE 15.269' 2.015' WIDTH UNLWRE0 (PERP. 70 PANEL SPAN! SECTION K P- 5.00' MAX. 11043 -T6 TYPICAL 11041 -73 FOR DETAIL "T PLAN VI 2.00" STUDDED ANGLE 1/1. -20 MACruNL SCRCN STUD .01r rYP. TEEL BAR P PANELS ANGLE SCALE : 1/4' • 0' -1' SEE STORM P ANEL SPAN SCHEDULE FOR MAX. PANEL SPANS (VERTICAL OR HORIZONTAL) it OPTIONAL STEEL OAR ON OUTSIDE Of PANELS SEE NOTE 7 r 0 a -a r. x 0 8r414.... V.3 KNEZEVKCH PROFESSIONAL E scale As ROTC° drown OT 04 FL LIc PE 0 design Or VAC orwrog 96 -87 LSO' ALT. DiREC ! 2 "E" TRACK SCALE c V4' . o' -r GENERAL NOTES, STORM NEL S D "F" TRACK SCALE c V4' . 0' -r .430• .250' Eli GA. GAI.v. STEEL GRADE c 3 KEYHOLE 1 6 WASHER SCALE . HALP SIZE ' SCALEJAALF SIZE 7 GAGE DALY. STEEL GRADE C O "h" HEADER SCALE 11/4 . o -r t00' a STEEL BAR SCALE a HALF SIZE d 0 M IJ toi 0 1. TINS STORM PANEL SHUTTER SYSTEM a OEStaIEO AND TESTED IN ACCORDANCE WITH THE SOUTH FLORIDA BUILDING COOK MA WmCIt - . 2. POSITIVE AND MIAMI taw PRitSi [ CALQRATION$ saw. az PERFORMED FOR SPECIFIC JOSS N ACCORDANCZ WITH AWE .411 `F IN PIUM OEM LOADS FOR BMLOP(OL ANO OTHER STRUCTURES.' TABLES SHWA* REFENOICCD AT APPROPIttATE OESIOM IOADi... • - • - 3. PRODUCT MARIOIIGS SHALL St WRIST 1 D:•• OP ONE ENO Of TM PAIR WITH A M. OP ONE NAMPO POI PANG. AID SMALL SE LA$ELED AS FOLLOWS. ' MADDEN :ENE CD ti -:PO. BLAB(. FL•: .::. K 0A0c Y.MeooUcr c00TBQL w►IROVww . '4. '• PAINS HAVE SEEN TESTED IN ACOORDA cc WET1E 'rue GAOL COUNTYPRaTOCDLS - PA 201. PA 202. & PA203. OES1611 IS BASED ON CONSTRUCTION TESTING CORPORATION CCTO TEST REPORT Ns. I0-3Q- f. - STORM PANELS SHALL 11E 20 GAUGE $TEG. (f.O.Ofll cdf0RIAIO TO ASTM A414. STRUCTURAL QUALITY. 68110E C. W1TP1 A MK Pp . 40 . OiALVAMZED IN CO W ACCORDANCE M1 ASTM 6 0. -4 c 'ALL ALUMINUM EXTooiio m MALL 11E 110113 -T LAN. ' • L • AU SCREWS AND POE -T4 • ACC TS TO at 2124 RA( ALLOY. STARLESS =TELL, Bit 6ALVA1(QZD sTEEL WITH A JISKSI MISRRI VELD STROItiTK. 7.. FOR sirrisiiTmei 3i P2. Eire NESS AaOVL aleA0(. Ail OPT1O4(A r s r x a GAGE STEEL BAR MAY SL MED TO CONTROL OKFLCCT1001 OP STORM PANEL SYSTEM:11UL BAR MAT PE At P . • PASTE CD AT PANEL OVERLAPS. AT MDSPAN. M/ Vi.20 t 4' SSOLTS AND ON CAST ALWL IL ' TOP A A WAINCIVO MaiiTL SEE OWL SEPARATE* IRON GLASS SCJO7{Sl. PADC 7OP Z. FOR REOUCTD SWARATIO L MELD COMMUNES A v P _ - • V4' MAX. MD BOTTOM ORALS MAY SE INTEROWIGLCOMMUNES S tsEaI3RT: •ANELS :4 •;MAY ALSO mum= wan ' OR T =Um= ANGEL cot OrtECT1(OCACT EIORQOKTALLY. 1. •TIE PC040T NOC.DCR SMALL WIMPY THE AOCDUACY 0* 11 QGS7VIG f1RUCTTNIE TO :mum • �t MEW $VONt�DSED WADS *JO TO VLRl1C JILL OKNSIONS AT T JOS SITE WORE :1Ze. NCINO WRH 'Mc WORK.' ti, r T .w M { M1: - Y tp.•:: ..: :,.: :.' : +�7'h�;c ?�w Y => •, , ;'N,�'. 11. -AM NCRS SHALL PE INSTALLED IN ACCOROAICC ■ETM MANUPACTYRER s RCCOt0OOATIOitL. - • EMLDr(O(T LENCITIC3 SMALL 01 AS NOTED AND OONOT INCLUDE STUCCO OR OT4KR PRUNES. 11. AT LEAST OII.WARNING NOTE PER OPEN*12 SMALL BE PLACE IN A COICSTRZIOUS LOCATION ON ANY OP MG CCNVrONEKT$ OP STORM PAWLS SYSTEM AOVIEM G TIE MOM OWNER OR TENANT MCAT -mats PAWLS WILL NO2 WPM IRIRRICANE PROTECTOII IR0.110 STEEL TU00 & PELTS ARE PROPERLY 0RTA4Lt0 want amour. . • V4• MAX. 00 Z O: w = Z O 5- 1 EX1STINO STRUCTURE MIRTH UNLIMITED EPERP. TO PAIXL SPAN) TYP. SECTIONS 'L== q 4 TYPICAL VERTICAL MOUNT ELEVATION POR ALL INSTALLATIONS SEE TABLE PAGE 1 OF 7. FOR REQUIRED MIl PAMEC SEPARATION PROM GLASS. "U" HEADER O SCALE • 1/4' . 0' -r PLAN VIEW ® OPTIONAL WALL MOUNT s Ttsucr G LIRC O TRAP MOUNT TOP MOUNT OV I / OPTIONAL ST OAR ON OUTS( Cf PANELS - SEE NOTE 7 (� BOTTOM M� Ii 7 v 13 OPTIONAL 7 TYPICAL CLOSU -RE DETAILS (PLAN) 4 ANGLE SCALE : 1/4' • 0• -r DIRECT MOUNT ELEVATION FOR ALL INSTALLATIONS SEE TABLE 2. PAGE 7 OF 7. FOR REQUIRED MIK PANEL SEPARATION PROM GLASS. m 1 2' MN. OVERLAP ALUrL ANGLE CLOSURE PIECE. rx2" z .125' ION. TO .1 N .121' MAX. SHEAR FASTENER A 12' 0.C. SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR O FACE MOUNT • 1 OPTIONA ON OUTSO SEE NOTE 7 © TRAP MOUNT /0 OPTIONAL SEE HOT% 7 1VOR HORIZONTAL MOUNT ELEVATION FOR ALL INSTALLATIONS SEE TABLE 2: PAGE 7 OF 7. FOR REQUIRED MIN. PANEL SEPARATION FROM GLASS. TYPICAL BAR ATTACHMENT (USE ONLY WHEN P/PROVE0 DEFLECTION REOLRREO) APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT r 19.1 8 PRODUCT CO I DIVISION BUILDING. CODE COMPUANCE OFFICE, ACCEPTANCE NO Q') - 65 Z CT MOUNT ETYPI O v t7 . �o Z !- O W . m n D 0: U 5,/ Q O= I Z 1-1C4 3 N Q N Z 0 ° X ZZ Z m o. m 0 O 0 0., Q E eimmuommos antis) EXISTING CO HOLLOW SL FRAMING tSCE SCHCOULL SASE OP STRUCTURE! r D SE( PON. SEP P ROM GLASS GLASS OR 0001 FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION - TYPE r • EXISTING CONCRETE, HOLLOW &LOCK. OR W PRAMNG MZEE ANCHOR SCHEDULE DASCO ON OF STRUCTURE! GLASS OR DOOR FASTENER. SEE ANCHOR . SCHEDULE. RCPCRCNCE CONNECTION - TYPE r L IOTTOPO MO CONCRETE. BLOCK. 01 W000 CUE ANCHOR • ASED ON TYPE O SCE ANCHOR REFERENCE - TYrc ®CONT. C PANEL TO ANGLE DETAIL BUNT SECTION - 1 1/4" MAX. V4-.20 MACHINE DOLT & WLNGNUT 9 12 O.C. POR PANEL LENGTHS OR MOOD LESS THAN OR EQUAL TO ANCHOR 104 ANO 9 f D.C. FOR ED ON TYPE PANEL LENGTHS GREATER THAN 104 - . FASTENER. SEE ANCHOR SCHEDULE. RCFCRCNCC coNNECTtOH -TYPE r •14 TICK SCREWS OR 114-20 S0LT AND NUT 9Tr0.0 STAGGERED (TYP. TOP AND SOTTOMI 4-20 KACMNE SOLT W1GNUT 912 0.C. PANEL LENGTHS S THAN OR EQUAL TO - AND 04 OX- FOR N . LENGTHS GREATER 104 - . E atm. (SCE PLAN VtM! O .. BUILD —OUT MOUNT SECTION SCALE r r . r-o- 1/4 MAX. EMBED. (TYP.1 GLASS OR 0008 FASTENER SEE ANCHOR SCNWULL. REFERENCE CONNECTION 'TYPE r P AC TINIER. SEC ANCHOR SCHEDULE •AScc ON TYPE CONNECTION - TYPE 1 GLASS 01 0001 SEC P9r1 SEPARATION PROM GLASS SCMCO. —^\ WOOD PRAMP4O SEE FOL SEPARATION PROM GLASS SCHED. TYPJ 1 ANGLE TO WALL DETAIL EDGE OIS T. V l+ WOOD CEILING/ INSIDE \:—.1 MOUNT SECTION SCALE r . r -0 FASTENER SEE ANCHOR r SCHEDULE. REFERENCE CONNECTION - TYPE r «CONT. WOe°FRAMMq 1 /L MAX. WALL MOUNT SECTION O sCA LE . 3 • PANEL TO ANGLE OETAIL 1/4- MAX. 1/4-20 MACHINE SOLT & WANGNUT 9 12 - O.C. FOR PANEL LENGTHS LESS THAN OR EQUAL TO 104 - APO • f- O.C. FOR PANEL LENGTHS GREATER THAN 104 - . CONT. OLASS OR DOOR — 1/4 -20 MACPMNC BOLT 1. wwQNUT 9 u' O.0 FOR PANEL LINGTHi LOSS THAN OR EQUAL TO 104" •140 9 f O.C. FOR PANEL LENGTHS GREATER THAN 10l'. FASTENER. SEE ANCHOR SCHEDULE BASED ON TYPO CONNECTION - TYPE 4" O FASTENER. SCE ...Colon SCHEDULE BASED 0« TYPE CONNECTION - TYPE AT SEE MUI. SEPARATION PROM GLASS SCHCO. cD SCALE 3 - 1'4 CEILING /INSIDE MOUNT SECTION Ex /STING CONCRETE. HOLLOW BLOCK, OR 4000 PRAMNG ISLE ANCHOR CCHEOUL( BASED OH TYPE OF STRUCTUR(I 1/l MAX V z MN- 61 < Z < < a S 8 N N EXISTING CONCRETE. HOLLOW BLOCK. OR W000 FRAMING (SCE ANCHOR SCHEDULE BASED ON TYPE OP STRUCTURE) APPROVED AS COMPLYING WITH THE SOUTHAORIDA BUILDING CODE DATE M A 1 19Q0 BY PROOUCT CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE N0.` G) - 6S Z� .I) '' T __ U z o W : Q F U 0: t1! Q Q • .. y U I • IF N o W � o - R N 0 b u. 0 o "7.7: I 4. 11X; -. — 3^ 2 0. 0 J 644 0 N J < 0 < t0 0 N VJ KlLZCV1CN PROFESSIOPAL FL LIc Nos P( 0• 3 1997 •ar• 4 /711. (Scats Ai NO1EO •..1 OP Vic irsvn •f 00 Or•rtAl n•. 96 -87 ••••. 1 • 1 r • 11/11111_ .�- ..w.p\• \.N:•.•1\1••\ \1./ • .I..r\N Q SEC MIN. PANEL SEPARATION FROM GLASS LCMEO. GLASS OR DOOR r x 4 - _ It 0.0Ss r x i x O.OSS _ ALUM. TUBE OR2 2 - x L" P.T. W000 BLOCKING . THIS OCTAL MAY BE USED AT TOP OR BOTTOM OF PANELS. mom USE OP THIS OCTAL. IS LIMITED TO a 72 PSF. WALL MOUNT SECTION (BOTTOM) SCALE = 3 • 1 THREE t/4'0 W000 LAG . SCREWS W/ 2 -1/4 PIN. EMBED. • 24' O.C. MAX. CONT. 4' :.2S0 • ALUM. PLATO OVER W000 MLP BI RS Q coon. FOR W000 < LOCKING USE 1/4 - 0 SS. LAO SCREW W/ 1-1/2 PENETRATION MO W000 BLOCKING • TZ O FOR ALUM. TUBES USE Vc'• SS. LAG SCREW w/ 1-1/2' PENETRATION PITo CENTER OF STUDS LOCATED • 24 O.C. MAX. & ONE VL - • THRU BOLT WI ACCESS HOLE MIDWAY BETWEEN STUDS. TWO -1/4 - • S.S. LAG SCREW 24- O.C. MAX. WI -3J4 PENETRATION N CENTER OF STUDS WOOD ROOF TRUSS OR FRAMING MEMBER 014 SMS BETWEEN TRUSSES 0 24' 0.C. STUCCO FINISH OR PLYw000 sorNT SOFFIT CONNECTION DETAIL O SCALE 13' . 1 -0' EXISTING CONCRE HOLLOW &LOCK. OR WOOD FRAMING (SEE ANCHOR SCHEDULE RASED OH TYPE OP L TRUCTURL) 1/4 MAX. GLASS OR DOOR SEC PIN. SEPARATION FROM GLASS SCHE 0. I YP WALL THREE W000 LAG SCREWS W/ 2 - 1/4' MRI. EMBED. • 24' O.C. MAX. PLACE OW FASTENER THRU HEAO1R rxs' OR rx II' Air CONT. ALUM. M. TU (110411 -TS) • £M1pw 12.C. C. BETWEEN TRUSSES • 24' o.C. (DIRECT MOUNj) SCALE : 3 - • 1 -0- FASTENER. SEE ANCHOR SCHEDULE REFERENCE CONNECTION - TYPE 1" IUSE ANCHORS •OR DIRECT MOUNT ONLY • 6' OR 12" G.C.. OUT 00 NOT IN EXCEED SCHEDULED SPACG. = V ti N z = < ° ° x = io N SPLICE DETAIL FOR BAY WINDOW APPLICATIONS SCALE .1-1/2' ■ 1' -0' 4 ) L. • EXISTING CONCRETE. \ HOLLOW BLOCK, OR W000 ` FRAMING (SEC ANCHOR l SCHEDULE BASED ON TYPE OP STRUCTURE) MOUNT SECTION FASTENER. SEE ANCHOR SCHEDULE REFERENCE coNNECT1oN -TYPE r ACCESS HOLE (TYP) ® coNT. 2 x V': 1/r" PLATE (6043 - T11) *SCE EACH SIDE. FASTEN W/ S & 12 SMS OR 3/16 POP RIVETS EACH SIDE AS SHOWN • r O.C. rx ALUrt TUBE W001 ROOF TRUSS OR FRAMING MEMBER STUCCO FINISH OR PLYWOOD SOFFIT V4 MAX. 4- 1 V 411 (MAX. DESIGN LOAO • 1111 P.S.P.) O ALT. SOFFIT CONNECTION DETAIL SCALE 1 3 - • 1' -O.' SCALE • 3 a 1' -0 EXIS TINO CONCRETE. HOLLOW OLOCR. OR WOOD FRAWNG (SEC ANCHOR SCHEDULE SACCO ON TY ►C OF STRUCTURE) FASTENER. SCE ANCHOR SCHEDULE REFERENCE CONNECTION - TYPE 1 1/4 -20 MACHINE BOLT L WWGNUT 0 12' O.C. FOR PANEL LENGTHS LESS THAN OR EQUAL TO 104 ANO • { - O.C. POR PANEL LENGTHS GREATER THAN 104'. SEE Mut. SEPARATION PROM GLASS SCHEDULE NOTF: THIS DETAIL MAY BE USED -AT TOP OR BOTTOM OF PANELS. WALL MOUNT DETAIL CONT. WOOD FRAMING RLO1.0 W © CONT. • FASTENER. SEE ANCHOR SCHEDULE RCFERENCC CONNECTION TYPE 5" BY 1/2" PLYW000' 1/4 MAX. Z • � V 0 • J z 0 • < J Z J < = u ° 00 •1 r < N SOFFIT CONNECTION DETAIL SCALE : 3' • 1• -0" APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DA ..: 1901 CT CI' 'OL DIVISION BUILDING' CODE COMPUANCE OFFICE ' ACCEPTANCE NO.Q6 - ()7t 5 •Dy n 0 • 4- •I\••1 1 •1 7 4/72/M ocuT1NO CONCRETE. HOLLOW &LOOK. OR W000 PRAPRNO (LL[ ANCHOR SCHEDULE BALED Otl TYPE OP STRUCTURE HEADER MOUNT DETAIL O SCALE • 3' .1• -0' ligni MS OCTAL NAY SE USED AT TOP OR BOTTON OF PANEL. 11/2" MAX A 2" x 2" ALUM. TUBE BUILD —OUT uALL sr • r—o- � 7- • o r,<4' 2 r r 0.0111" 6043 -T4 ALUM. TKte[ rr i" FASTENER. L[L ANCHOR SCHEDULE RCPCRCNCL CONNECT ION'TY1 c r m COHT. t/4' MAX. a. • 0 - 2' HAFT' STLOOCO ANGLE POSTING CONCRETE. HOLLOW BLOCK. OR W000 FRAMING (SEC ANCHOR SCHEDULE BASED ON TYPE OP STRUCTURE) 1/4-10 MOPE BOLT &WANO4JT• OR .4. 0.0 FOR PAWL LENOTWS GREATER THAN 104'. (TYP. TOP & SOTTOPO EM0(0. 1 /S R WA" TEN SCREWS OR 1/&-20 DOLT AND MUT P 12' O.C. STAGOLREO (TYP. TOP AND BOTTOM) FASTENER. SEE ANCHOR SCHEDULE REPER[NCE CONNECTION 'TYPE 4' C CONCRE HOLLOW •LOCK OR './000 FRAMING (SEC ANCHOR SCHEDULE PASEO ON TYPE OF STRUCTURE) W/ 7/% N. CMNEO ~P C CONC. OR HOLLOW BLOCK 1 I tl 1-t/2' MIN. 1 /L" 20 STUD & WIN I: GNUT. PANEL PANEL TO ANGLE co« NECTION • 1r o.c. r MIH ALT. TRAP MOUNT DETAIL sCALC 1 3" . T -0' i1QMj( THIS OCTAL. MAY $L USED AT TOP OR BOTTOM OP PANEL. STORM PANEL BUILD — OUT . V.2y LCALE • 3' • r -0' L 1 /4-20 MACWNC BOLT & W910NUT • 12' 0.C. OR Ee 4' 0.0 POR PANEL LENGTHS GREATER THAN 104'. NON - STRUCTURAL ` (TYP. TOP & &0770111 ricrt.011 STUD ANGLE APPROVED AS COMPLYING WITH THE SOUTH BUILDING CODE DATF M A � �1 19 BY PRODUCT CONTROL OIVIS;ON BUILDING COOE COMPLIANCE OFFICE ACCEPTANCE NO. RC? - (� 5ZQ•Q (0•r. c 2 2- . 4 • z 0 N • gn I N VJ. 100. PROM F L 4 L1 At NOTCO (a•u0n by VAC 0 v z U U_ z E z 0 E 0 ►-0 wm w rn CC r r- I/i I 4 0 • N 0 1 Z KlN Q 4 i N 3 Z Zm o m0. mo ' 0. 7 1997 ! frown •T 00 ar••In0 n.. 96 -81 VAS •n..tt .tt • • • • • • GLASS OR DOOR ®r:r•A +r ALUM. STUD ANGLE (MAX. DESIGN LOAD • 72 PSPI r • A' • 1/S• CONT. (114:411-T63 ALUHL TUBE (114:411-T63 O "PASS THRU" DETAIL " PASS : 3 • 1' -0 • in z O z J x < MAX. VT' TEL[ = I P• 1 IA N MATERIAL VA". RAWL CALK-04 •• Ii- will 0.C will Tit mot Cps. I►( CONC. oR HgLLOW {LOCK OR VA LAO :CR1w 0Q'O.C.W /1-t'r PVC Sm. O1 WOOD. - -� , VrO TMV WLT p IT I. vl -• RAWL CAK -* w tr D.c. WITH f /i" Mme(. [Hr. IN CONC. OR HOLLOW (LOO( OR VA•• LAG :CREW • 24 W/ 1-vr P�(. OA. M Woo0 m r : r • yr Co.n. ALUM. LIME 4043 -T• A MAX R WALL MOUNT O scALE : 3- . 7' -0" NON- :TRUCTUR AL PM:M MATERIAL SRK:K OR MOOD PASTENCR. SEC ANCHOR SCHEDULE SASLD ON TYPE CONNECTION - TYPE r 1 /L" MAX. UL-20 S.S. BOLT: W/ WINONUTS • MtO1PAN OR Sr D.C. MAX. (TYP) ANGLE MAY VARY r . r • D.QS CONT. TO 4'• •0.121" 6063 -T6 ALUMINUM ALLOY OR M GAGE 0 AL V. STEEL ANGLE O ALT. CORNER DETAIL SCALE • 3 • T-0 .3 1/2 s i" 1/2" I I tL' -20 STUO INTERIOR FASTENIN ANGLE ASSEMBLY \. :CALE. I -vr . • HOLE FOR CN•tO PANEL. r ALUM. ANGLE O POUR 1 /4. RAWL CALK -IN ANCHORS W/ 7 /f" HN. EMBED. IN CONC. • 4' 0.C. 1-1/2' . 1-1/2 - INTERIOR FASTENING ANGLE ASSEMBLY SCALE: N.T.S. PUNCH HOLES M ADJACENT PANCLS TO RECEIVE TMS DOLT PLACE PANEL OVER EACH ADJACENT PANEL ANO PASTCN WNGNUTS PROM THE MUM STORM PANEL INTERIOR © FASTENING (ISOMETRIC) SCALE T" • V-0' a • m ® • 2 • .013 *TUOOLD ANOLC V/ 1/L -20 STUDS i WW014UTS p 12 O.C. 1 /4.-20 MACHINE DOLT ANO NUT p 12 O.C. NOTTS. THIS OETA4. MAY DE USED A TOP OR BOTTOM OP PANCL (MAX. OCSION LOAD t 72 PSP) EDGE MOUNT DETAIL SCALE .3" • 1' -0' ti O V- !- • 3' • vL ALUM. ANGLE 1/4'40 STUD o.c M/ N T • Q 2 • S • CONT. ANAL • 4 M. r 2 "•3" • r y 1 / ALUMINUM ANOLC z —4 1/4 • RAWL CALK -IN CI L O.C. W/ 7 /•" putt. CMD. INTO CONC. OR HOLLOW BLOCK. MOVED AS COMPLYING WITH THE SOUTH ORIDA BUILDING CODE OATH M R S 1987 BY PRODUCT CONTROL DIVISION BUILDING CODE CO OFFICE n 1/J CCE?TANCE N0. - (/S2O.O' 0 J m O J z a. I. 4 .; .; J J r Y 4 27 c - J pQ • M a. 0. 0 u u . 0. Z /- o LCw D CC u u.o < ' r N u _ Z N W N Z m o Z Z Z oa r w CD 0 0 O a- < t .s Nor.o ... rn toy 00 or.,.Ing 96 -87 •••. ♦ of 7 FASTENER LP ACING (N{N(71 FAST(Npt SP ACTNO ONCNES) ANCHOR SCHEDULE LOADS ANO SPANS R(OUR[0 PON VARIOUS O(SION 3anl]na1s DIWSIX3 1 LOAD I t•/1 PSF MAX. PSF Y EDNS[ O7$TANi 3' EDGE DISTANCE 7' -4" MAX. SPAN 12' -0" MAX. SPAN 5' -0" MAX. SPAN S' -O' MAX. SPAN 7• -4" MAX. SPAN IV - 0 - MAX. SPAN CONNECTION 1 2 3 - 4 5 CONNECTION 1 2 TYPE 3 4 5 CONNECTION 1 2 TYPE 3 4 5 CONNECTION 1 2 TYPE 3 4 5 CONNECTION 1 2 TYPE 3 4 5 CONNECTION 1 2 TYPE 3 4 S MIN. 3.000 PSI CONCRETE � - aft' 3) • .1. . 1111111 RIO •s, a 4• a 11 � 42 ` n. G a n .a 0. NA 4 7 • a • a a a a 6 • 12 a 12 3 s +. 14 6 2 a • • 12 12 II 4 5 • • N. MA 3 $ 6 12 7 • a 12 a 4 6 7 72 72 3 4 T 7 j ) �!'I f - r t i T i. } i r .I r _ �. 72 92 200 p l a I . 1 ~1•1 7 ! I g. Ial• nlrl" • - 1 1 R IMI "l�, I ~1.13 1 -1.1- 1 -Ir1~ 1 1 -1111 I•l�l� I "I•II 4 1 -1 1-1-I• 1s1=1- 1nIn1" 1 °101- 1.1 -11 t 1-1 -1- 1s1-1- Ig l.l� 1 1 - 1 1 1 1 1•1.1 . 13©1 KA 46 1 2 • • 72 12 12 4 5 3 NA n MA KA 10 MA 72 7 / a a a 4 • 4. U U 3 A 7 6 62 1 2 36 NA n a a 3 4 7 6 • MAMA NA 4 5 a 5 7 a a a 3 S / 16 9 NA 3 S 4 - 7 tl W4'0 RAWL ZANAC 14AL-01 V/ 1.4/8' 1114. 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SPAN 12' -0" MAX. SPAN 5' -0" MAX. SPAN 7' -4" MAX. SPAN 12' -0" MAX. SPAN CONNECTION 1 2 TYPE 3 4 5 CONNECTION 1 2 TYPE 3 4. 5 CONNECTION 1 2 TYPE 3 4 5 CONNECTION 1 2 TYPE 3 4 5 CONNECTION 1 2 TYPE 3 4 5 CONNECTION 1 2 TYPE 3 4 5 r" 4J ( C J � . - ` : r• W v 0 1J 3 o -4 J D X :191110111,1110101,11111210`" 1/4 ITV TAPCON V/ 1 -1/4..' NIK. CM•[ON(NT 4 6 Q 4 4 N 11 12 3 4. 7 7 7 NA NA l 4. a 1 6 12 Q U 3 4. 4 7 0 KA KA 5 S. 62 U 3 4 4 6 1 NA 3 S S S NA NA 3 3 1 2 3 S 10 n 10 KA 3 4 7 1. 4( 4 44 .4 4 4 7 2 12 . 3 4 7 7 t NA NA 4' 5 5 KA NA KA I a 3 4 I • • KA 3 S t S KA KA 3 3 92 • KA 1 S 6 6 NA NA 1 4 3 NA NA MA KA 10 MA 3 4 7 7 KA NA l 4. 4. MA NA NA 3 200 l KA NA NA NA I4A NA MA MA KA NA NA NA NA NA • NA NA 3 3 1 MA NA KA NA 11A NA KA NA MA 4 6 t2 4 S tl 12 T1 KA 3 7 1 1 KA KA 4 S a 4 6 12 a t2 3 4 1 10 1 NA MA S 6 62 13 ) 4 6 • • KA 3 S • S NA KA ) 3 a ) S 10 n 10 NA 3 7 7 4 HA KA 4 4 I I V4'• RA VI. SAI6AC NA L - 4 V/ 1- V11 M44. 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EMBED. & 1/4-20 SIDEWALK 000.7 48 a 6 • 72 12 12 4 S 4 1 n HA 3 S S /2 6 1 a a a 4 6 10 11 11 KA 3 6 7 62 12 S a 10 11 0. 3 4 6 7 6 KA NA 4 4 12 S 7 12 a a 3 4 • 1 • KA NA 5 S 72 33 4 S 6 1 11 NA 3 S 6 7 NA NA 3 3 72 4 6 10 U 72 ) 4 6 7 7 KA 14A 4 4 92 12 3 4 6 7 • NA 3 l 4 S MA NA KA 3 72 3 4 • • 1 KA 3 $ S 6 KA KA 3 3 200 6 IA NA 3 7 4 NA NA NA KA MA MA MA MA NA 6 NA KA 3 4 4 NA MA NA KA KA KA NA KA NA - IN 11 ►R111•111111111RU111100 1/4Y - PAMCLMA7[ MIN. 46 72 6 • 12 1 2 72 4 i 6 • 11 NA 3 L S 72 6 • a a a 4 6 10 n n KA 3 6 7 62 a S C 10 11 II 3 4 6 7 • KA KA 4 4 a S 7 U II tt 3 4 1 It / NA NA S S lLCO KALE W/ 1 -1/4 EMIIEOPIENT 72 12 4 5 • 1 n NA 3 S 4 7 NA IA 3 3 12 4 6 10 11 II 3 4 6 A 7 NA NA 4 4 12 12 3 4 6 7 1 KA 3 4 4 5 MA 7 A NA 3 12 3 46 • 1 1A 3 S S 6 NA NA 33 200 6 NA MA 3 3 4 KA MA MA KA NA MA KA NA KA 6 MA NA 3 4 4 KA NA IA KA MA KA NA KA MA on 48 72 3 4 / 1 1 KA 3 4 4 6 M A NA 3 4 a 4 6 a a a 3 4 1 1 7 KA MA S 6 III !I V4 DYNASOLT ANCHOR � ' 62 n KA 3 f 7 7 NA NA 4 1 4 KA KA MA 3 12 3 4 10 11 0 MA 3 6 7 6 NA KA 4 L ITW RED MEAD SLEEVE W/1 -1 /1" MIK. !14600. 72 1 MA s 6 6 6 KA MA 4 4 4 MA KA KA NA II 3 4 • 1 • KA MA 5 6 1 KA KA 5 4 92 7 NA KA 4 S S MA NA 3 3 1 IIA MA MA MA • MA 3 6 7 6 1A IA 4 5 4 14. NA IA 3 200 3 NI KA MA MA KA MA MA Ki MA 61A MA NA MA MA 4 NA W 3 3 KA KA NA NA KA MA KA MA KA NA 46 t2 6 4 a 12 a 4 S • 10 16 *A 3 6 4 72 6 • a U a 4 S 1 10 10 NA 3 6 6 62 12 4 6 11 72 12 3 4 1 • 1 NA KA 4 5 II 4 6 n 72 II 3 4 '7 1 7 MA NA 4 S Il SIO111111M1111111111`2-- V••a ASHLEY ANCHOR MN. (11.204-SET W/ 1 -1 /L114' 72 72 4 S 1 10 10 NA 3 4 76 KA NA 4 4 12 4 S 1 10 10 IBA 3 6 7 6 NA KA 4 4 92 12 3 4 7 • / KA NA 5 $ S KA MA 3 3 12 3 4 7 • • NA KA 5 S S KA NA 3 3 [61SC0MCNT 200 S I/A KA 3 3 3 KA MA KA NA MA /A NA IIA MA S NA KA 3 3 3 IIA MA KA KA KA KA KA KA NA 4 0. o 6 ANCHOR NOTES. % SPANS 0, LOADS SNOVM KM ARE FOR ANCHOR WAC!(O ONLY. ALLOWABLE SN/T7vR SPANS FOR &PEEVE LOADS MUST Si LOST= TO THOSE SHOWN N TALE L SHEET 7. 2. ENTER TAN/ SAS= ON THE O(1STN10 STROCTVR( MATERIAL., &NOON TYPE AND EDGE 04STAM0. 1. 00305E Olt4014 LOAD SKATE* MANOR =WU. TO K1IIATIVS OE*NN LOAD ON SULOI46 MO 000*1 SPAN ataamot THAN OR (DUAL TO SHUTTER SPAN. • MIRO [ SPACING FRON APPROP1(ATE COI.6EC710N TYNE. SSE CONNECTION ORALS FOR 0ENT/KATIO11 OF CONNCT10N TE►E. s. PM•R4 56050i6(NT AND EDGE O4STAIICE EXCLUDES WALL F@RSI4 ON STUCCO. 6. WNOR! LAQSCI EWS FASTEN TO NARROW FACE OF STUD PR/MN66. P**TG = SMALL K LOCATED N CENTER OF NOHOW. 2' 1 4• p110 W000 S11IO_ 11000 SHALL 6C n43412141211614 ►K' O - 631 « SETTEES 7. ANCHORS *MALI. SE INSTALLED N ACCORDANCE WTM WITH MANUFACTURERS ERS R5C0611 10ATIONi W/ 6804. ENSEOMINT 1140KATS0 Ai/OVE. 6. V4-20 TRUSS 44GA0 6704. N ED 7* AY Ili US MUM OF V4 -20 O $EWALK 15434.15 st ® IQYNOLE VAS►IIRS ARE USED. 9. NA 06*I134T5S NOT APPUCA•LE, 00 NOT USE 10. E)0ST1N0 STRUCTURE MAY 51 CONCRETE. HOLLOW @LOCK. OR M000 FRA6•@O. RCFERID CC ANCHOR $C7COUIE raft PROPLR ANCHOR TYPE RASED ON TYPE OF EXISTING STRUCTURE. r RECIUNSO FOR DWELT 40UNT I, 6- OR tr SPACING ONLY. SPACINGS NOT TO EXCEED VALUE $6KCPeO a< *400008 6Ct6C0UL(. APPROVED AS COMPLYING WITH THE SOUTH RIDA BUILDING CODE DAT 1 BY PRODUCT CON ROL OiVISiON BUILDING CODE COMPLIANCE OFFICE NO GIB 'T 14.1 p Z U a 0 01 Y •O 07 ?wtn o a w m a D a f ,. I- J I- -J W U �� W < Z U t .4 N W N O D N Z � O < Z ZZ1a Z oa 4 W o CI 0 .- o 0. 10 • Q 0 6/tt/1• •[414 6r4vn Or As NoT[0I 04 0461(11 by =(006640 6tt VM,• Vx J Or•441I16 • 0. 96 -87 i revisions 1:1121111 IptIon 116/24/111 • GENERAL ALVISION COPYRIGHT 1997 KNEZEV1CH L ASSOCIATES. INC. ANCHOR SCHEDULE LOADS *140 SPANS FASTENER SPACING (I■CHES) REQUIRED FOR VARIOUS DESIGN 1--- CXISTI,4O STRUCTURE ANCHOR TYPE LOAD (W) PSf MAX. 3/4' EDGE DISTANCE 5' -0 MAX. SPAN T-6" MAX. SPAN 1V -0 MAX. SPAN CONNECTION 1 2 TYPE 3 4 5 CONNECTION 1 2 TYPE 3 4 5 CONNECTION 1 2 TYPE 3 4 5 000/1 4 . 1 -3/4. PON l 46 12 12 12 12 72 12 1 St 10 11 12 S 7 4 7 6± 1856 1 V4...0 W000 LAG W/ 1 /4• MNL THREAD CP16CD4�NT TO W000 DRAIN 62 12 00 12 1 2 72 72 7 7 1 8 12 4 5 $ S 72 72 9 12 10 11 0. 4 • 7 7 a 3 3 4 4 92 72 7 1 1 • II 4 6 5 5 a NA 4 3 3 200 57 3 4 3 4 • MA NA MA NA 5 NA KA NA MA 1 -3/4 MK. 46 77 a s a a 12 • 12 6 6 0. S 7 3 5 1 i 1,4'4 4/000 LAO V/ 1 -0 /4- 14W. THREAD (IM(OPKKT SPEAR 70 P(R W000 OMAIN TO W000 GRAIN 62 C1 10 22 10 10 II 7 • 4 6 72 4 G 4 4 72 22 • 12 • • 12 4 • S 1 II 1 S 3„y. 12 U 7 • 4 1 12 A 6 4 • 12 KA • 2 2 200 12 3 4. 3 3 [ NA NA w NA S NA KA NA NA 4 0. o 6 ANCHOR NOTES. % SPANS 0, LOADS SNOVM KM ARE FOR ANCHOR WAC!(O ONLY. ALLOWABLE SN/T7vR SPANS FOR &PEEVE LOADS MUST Si LOST= TO THOSE SHOWN N TALE L SHEET 7. 2. ENTER TAN/ SAS= ON THE O(1STN10 STROCTVR( MATERIAL., &NOON TYPE AND EDGE 04STAM0. 1. 00305E Olt4014 LOAD SKATE* MANOR =WU. TO K1IIATIVS OE*NN LOAD ON SULOI46 MO 000*1 SPAN ataamot THAN OR (DUAL TO SHUTTER SPAN. • MIRO [ SPACING FRON APPROP1(ATE COI.6EC710N TYNE. SSE CONNECTION ORALS FOR 0ENT/KATIO11 OF CONNCT10N TE►E. s. PM•R4 56050i6(NT AND EDGE O4STAIICE EXCLUDES WALL F@RSI4 ON STUCCO. 6. WNOR! LAQSCI EWS FASTEN TO NARROW FACE OF STUD PR/MN66. P**TG = SMALL K LOCATED N CENTER OF NOHOW. 2' 1 4• p110 W000 S11IO_ 11000 SHALL 6C n43412141211614 ►K' O - 631 « SETTEES 7. ANCHORS *MALI. SE INSTALLED N ACCORDANCE WTM WITH MANUFACTURERS ERS R5C0611 10ATIONi W/ 6804. ENSEOMINT 1140KATS0 Ai/OVE. 6. V4-20 TRUSS 44GA0 6704. N ED 7* AY Ili US MUM OF V4 -20 O $EWALK 15434.15 st ® IQYNOLE VAS►IIRS ARE USED. 9. NA 06*I134T5S NOT APPUCA•LE, 00 NOT USE 10. E)0ST1N0 STRUCTURE MAY 51 CONCRETE. HOLLOW @LOCK. OR M000 FRA6•@O. RCFERID CC ANCHOR $C7COUIE raft PROPLR ANCHOR TYPE RASED ON TYPE OF EXISTING STRUCTURE. r RECIUNSO FOR DWELT 40UNT I, 6- OR tr SPACING ONLY. SPACINGS NOT TO EXCEED VALUE $6KCPeO a< *400008 6Ct6C0UL(. APPROVED AS COMPLYING WITH THE SOUTH RIDA BUILDING CODE DAT 1 BY PRODUCT CON ROL OiVISiON BUILDING CODE COMPLIANCE OFFICE NO GIB 'T 14.1 p Z U a 0 01 Y •O 07 ?wtn o a w m a D a f ,. I- J I- -J W U �� W < Z U t .4 N W N O D N Z � O < Z ZZ1a Z oa 4 W o CI 0 .- o 0. 10 • Q 0 6/tt/1• •[414 6r4vn Or As NoT[0I 04 0461(11 by =(006640 6tt VM,• Vx J Or•441I16 • 0. 96 -87 i revisions 1:1121111 IptIon 116/24/111 • GENERAL ALVISION COPYRIGHT 1997 KNEZEV1CH L ASSOCIATES. INC. MIN. SEPARATION FROM GLASS SCHEDULE STORM PANEL SPAN STORM PANEL SCHEDULE NEGATIVE DESIGN LOAD W (P5F) FOR ALL MOUNTING CONDITIONS MINIMUM SEPARATION FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE (INCHES) L min. (FT -IN) 30.0 12 - 0 35.0 11 - 5 40.0 10 - 9 45.0 10 - 1 2 -1/4 48.0 9 - 9 50.0 9 - 7 55.0 9 - 2 60.0 8 - 9 62.0 8 - 7 65.0 8 - 5 70.0 7 - 10 72.0 7 - 7 75.0 7- 3 80.0 6 - 10 90.0 6 - 1 100.0 5 - 6 110.0 5 - 0 120.0 4 - 7 130.0 4 - 2 • 140.0 3 -11 150.0 3 - 8 160.0 3 - 5 170.0 3 - 2 180.0 3 - 0 190.0 2 - 10 200.0 2 -9 MIN. SEPARATION FROM GLASS SCHEDULE POSITIVE • DESIGN LOAD(W) (PSFI ACTUAL SHUTTER SPAN (FT - IN) MINIMUM SEPARATION FOR INSTALLATIONS 30' OR LESS ABOVE GRADE (INCHES) MINIMUM SEPARATION FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE (INCHES) BAR NO BAR NO BAR 30.0 3- 0 2 -1/1. 2 -3/1. 1 -1/8 4 - 0 2 -1/4 2 -3/4 1 -1/8 5- 0 2 -1/4 2 -3/4 1 -1/2 7- 0 2 -1/4 2 -3/4 1 -1/4 8- 8 2 -1/4 2 -3/4. 1 -5/8 • 12 - 0 3 -1/4 3 -1/4 2 -3/8 40.0 3- 0 2 -1/4 2 -3/4 1 -1/8 4- 0 2 -1/4 2 -3/4 1 -1/8 5- 0 2 -1/4 2-3/4.- 1 -1/8 7- 0 2 -1/4 2 -3/4 1 -1/4 8- 8 2 -1/4 2 -3/4 1 -1/2 10 - 8 3 -1/4 3 -1/4 1 -1/4 50.0 3- 0 2 -1/4 2 -3/4 1 -1/8 4- 0 2 -1/4 2 -3/4 1 -1/8 ^ / -- 5-`0 2 -1/4 2 -3/4 1 -1/4 ' 7- 0 -. 2 -1/1. 2 -3/4 1 -3/8 8- 8 2 -1/4 2 -3/4 1 -3/4 9- 7 3 -1/4 3 -1/4 2 60.0 . • 3 0 2 -1/4 2 -3/4 1 -1/8 4- 0 2 -1/4 2 - 3/4 1 - 1/8 5 0 2 -1/4 2 -3/4 1 -1/8 7- 0 2 -1/4 2 -3/4 1 -3/8 . 8- 8 2 -1 /4 2 -3/1. 1 -7/8 8- 9 3 -1/4 3 -1/4 1 -7/8 70.0 3- 0 2 -1/4 2 -3/4 1 -1/8 4- 0 2 -1/4 2 -3/4 1 -1/8 5- 0 2 -1/4 _ 2 -3/4 1 -1/4 d 0 2 -1/6 2 -3/4 1 -1/4 7 - 0 2 -1/4 2 -3/6 1 -3/8 . 7 - 10 2 -1/4 2 -3/4 1 -3/4 150 145 140 135 130 125 120 115 110 105 100 95 90 85 80 30 35 40 PANEL SPAN - DESIGN LOAD DIAGRAM 45 50 SS 60 65 DESIGN LOAD - NEGATIVE PSF 70 75 • 80 1• A 8 L 2 j1OTES. 1. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO OETERMINE MAX. PANEL SPAN. POSITIVE LOADS LESS THAN OR EQUAL TO THE NEGATIVE LOAD ARE ACCEPTABLE. 2. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO OETERMINE MIN. SEPARATION FROM GLASS. 3. FOR DESIGN LOADS BETWEEN TABULATED VALUES. USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. 4. PANEL SPAN - DESIGN LOAD OIAGRAM MAY 8 APPROVED AS COMPLYING WITH THE USEO f0R INTERPOLATION OF PANEL SPANS MdUTH RIGA BUILDING CODE A GIVEN LOAD. OAT )dR � BY PRODUCT CONTROL DIVISION BUILDING CODE COMPLIANCE OffICE ACCEPTANCE NO.% A570.v 1 0 a. :,g g ,` r J .Jr- .( X olio a a. 0 V.J. KNEZXVICH PROM S1OMAL E. N • FL Lic• PE 00 19 4::t 1 .�en• w• ►o7ID,(4"'" Dora d..lpn by VA or.vinp n.. 96 -8 .n... of 7 1 COPYRIGHT 1997 KNEZEVICH & ASSOCIATES. INC. MADDEN MANUFACTURING CO STORM PANEL - INCHES 1 I i 1 1 I I - -. i i i i i I -, -' - I I i I 1 i I i i I i I I ! I I I I I - ' _. i i i I i I j I I I - -. - "' I I I ! I 1 I 1 i 9 I . I ( ._ `- - II I . ) ) I 1 I 1 I i ! i } ( I I' I I _1 I j j i 1 ! __ I ._ _ I I I I 1 1 s 1 I I -- - . I I I I 1 1 = i _ -, i 1 ( I I I t , I .... 1 1 ! I ! I I 1 I 1 I I 150 145 140 135 130 125 120 115 110 105 100 95 90 85 80 30 35 40 PANEL SPAN - DESIGN LOAD DIAGRAM 45 50 SS 60 65 DESIGN LOAD - NEGATIVE PSF 70 75 • 80 1• A 8 L 2 j1OTES. 1. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO OETERMINE MAX. PANEL SPAN. POSITIVE LOADS LESS THAN OR EQUAL TO THE NEGATIVE LOAD ARE ACCEPTABLE. 2. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO OETERMINE MIN. SEPARATION FROM GLASS. 3. FOR DESIGN LOADS BETWEEN TABULATED VALUES. USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. 4. PANEL SPAN - DESIGN LOAD OIAGRAM MAY 8 APPROVED AS COMPLYING WITH THE USEO f0R INTERPOLATION OF PANEL SPANS MdUTH RIGA BUILDING CODE A GIVEN LOAD. OAT )dR � BY PRODUCT CONTROL DIVISION BUILDING CODE COMPLIANCE OffICE ACCEPTANCE NO.% A570.v 1 0 a. :,g g ,` r J .Jr- .( X olio a a. 0 V.J. KNEZXVICH PROM S1OMAL E. N • FL Lic• PE 00 19 4::t 1 .�en• w• ►o7ID,(4"'" Dora d..lpn by VA or.vinp n.. 96 -8 .n... of 7 1 COPYRIGHT 1997 KNEZEVICH & ASSOCIATES. INC. MADDEN MANUFACTURING CO STORM PANEL - INCHES Date • PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Job Address / 9 O /V ,/ c -C Tax Folio Legal Description Historically Designated: Yes No Owner's Address 19 t J ? ( Phone Contracting Co. 0\t(-k, Nl e- Address Qualifier SS# Phone State # Municipal # Competency # Ins. Co. Architect/Engineer Address Bonding Company Mortgagor Address Permit Type (circle one) BUILDING ELECTRIC PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN kki A a 0 6 gs. WORK DESCRIPTION / Tenant V On 4 (Z. U/1\ ' ,.G� Q'"r Master Permit # 95 f Address La o. >) 767 - iyy( Square Ft. Estimated Cost (value) SO ' 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 w will be done in compliance with all applicable laws regulating constructiofand zoltrlg. Furthermore, I authorize the above -named contractor to do the wok Mated Signature) of owner and/or Condo President Date Notary as to Owner and/or Condo President Date My Commission Expires: FEES: PERMIT RADON My Commissi C.C.F. ( U NOTARY APPROVED: / 411 Zoning Buil SiplYature (f Contractor or Owner - Builder Date ,h90 p'RY P0 8 FRC/AL NOTARY SE * C �MAROARITA 40NmEl 4 � comassioN Kamen OF ; O D 88' EXRRE8 . 2002 Ndtary as to Contrac es: Electrical r Owner - Builder TOTAL DUE Date /( - 4'-�7 Mechanical Plumbing Structural Engineer BUILDING MIAMI SHORES VILLAGE, FLORIDA ` �,� 19T1 ELECTRICAL ❑ Date PLUMBING ❑ PERMIT =' . 45692 Contractor's ROOFING ❑ License No. ❑ Work to be performed under this Permit 1 of (';C rr ( `L'' fL) 0 7T ( rte Lit )(I 11 t) C Owner of Building Architect Contractor or Builder Legal Description Address of Building Lot 1041 ,13 31 (. l0 NE Bl. ;lrec1 t I { o/ 0/ 7 reVO Sub o f f rcp Sq. Ft.: c). Value of Project $ / .3 J Permit: 5 CCF: • 60 Notary: S Bond: Radon: Amount of c Permit: - .) • �/ This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the applica- tion herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that be assumes respon- sibility for work done by his agents, servants or employees:'••'.•'¢ : Signed• f (INSPECTOR) BY In consideration .tif the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and; in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. ‘l; 3744A200 11 /10 /99TOTL 55.60 / CONTRACTOR or BUILDER BY AUTHORITY PRODUCT CONTROL NOTICE OF Vinyl Tech/Progressive Glass Technology 1070 Technology Drive Nokomis FL 34275 Expires: 04/09/01 METROPOLITAN DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 ACCEPTANCE (305) 375-2901 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375-2902 FAX (305) 372 -6339 Your application for Product Approval of: Aluminum Tube Mullions w/o Reinforcement 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 drawings prepared by Farrokh Rasekhi, P.E., and test reports prepared by Fenestration Testing Laboratory, Inc. 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 quality control testing. If this product or material fails to perform in the approved manner, the Cant for Compliance Office may revoke, modify, � ode dify, or suspend the use of such product or material immediately. The applicant shall re- evaluate this product or material should any Code be enacted affecting this product or material. The Building Co Compliance South Florida l Build ing 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.:98- 0223.10 Raul Ro iguez Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE CONIIVIITTEE 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. .111 -s anger, •.'. Director Building Code - Compliance Dept. Approved:04 /09/98 -1- Metropolitan Dade County Internet mall address: postmaster ©buildingcodeonline.com Homepage: http : / /Www.buildingcodeonline.com Vinyl Tech/Progressive Glass Technology ACCEPTANCE No.: 98-0223.10 • APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS APR 9 9 1998 : APR 0 9 2001 SCOPE This renews the Notice of Acceptance No. 95- 0515.03, which was issued on December 28, 1995. It approves a structural mullion system, 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 structural mullion system and its components shall be constructed in strict compliance with the following documents: Drawing No. M95 -02, mullion details, prepared by Structural Design, Inc., dated December 11, 1995, sheets 1 through 3 of 3, 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 c orrosion, a contamination and damage at all time. 4. INSTALLATION 4.1 The structural mullion system and its components shall be installed in strict compliance with the approved drawings. 5. LABELING Each mullion 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. Manu- Perez, P. E., Productol Examiner Product Control ision . 'Vinyl Tech/Progressive Glass Technology ACCEPTANCE No.: 98- 0223.10 APPROVED EXPIRES NOTICE OF ACCEPTANCE: STANDARD CONDITIONS : APR 0 9 1998 . _APR 0 9 2001 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 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 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 Manuel ' erez, P. E., Product Co 3 Product Control Divi ion Examiner METRO-DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Vinyl Tech/Progressive Glass Technology 1070 Technology Drive Nokomis FL 34275 Acceptance No.:98- 0218.02 Expires:08 /20/2001 Approved: 08/20/1998 METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE DEPARTMENT SUITE 1603 METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI. FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 Your application for Product Approval of: Series 4000 Aluminum Single Hung Window (3/16" annealed glass) under Chapter 8 of the Metropolitan Miami -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 drawings prepared by Mr. Robert L. Clark, P.E., and test reports prepared by Fenestration Testing Laboratory, Inc. has been recommended for acceptance by the Building Code Compliance office to be used in Miami -Dade County, Florida under the conditions set forth herein. This approval contains 3 pages. This approval shall not be valid after the expiration date stated below. The Office ofBuilding 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 Building 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. Raul Rod 'guez 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. 1 of 3 Metropolitan Dade County Vinyl Tech/Progressive Glass Technology ACCEPTANCE No.: 98- 0218.02 APPROVED AUG 2 0 1998 EXPIRES AUG 2 !a . 7tn,111 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. SCOPE 1.1 This renews the Notice of Acceptance No. 94- 1031.03 which was issued on September 21, 1995. It approves an aluminum single hung window, 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 2.1 The Series 4000 Aluminum Single Hung Window and its components shall be constructed in strict compliance with the following document: Drawing No. 137, Sheet 1 of 4, titled "Single Hung Elevations," Sheet 2 of 4 titled "Single Hung Layout," Sheet 3 of 4 titled "Comparative Analysis," and Sheet 4 of 4 titled "Typ. Single Hung Anchorage," prepared by Vinyl Tech/Progressive Glass Technology, dated March 17, 1998, except for Sheet 3 of 4 which is dated June 10, 1998, bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in approved drawings. 4. INSTALLATION 4.1 The aluminum single hung window and its components shall be installed in strict compliance with the approved drawings. 4.2 The installation of this product will require a hurricane protection system. 5. LABELING 5.1 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. 2 Manu 1 Perez, P.E., Product Coyrtt 1 Examiner Produ "•ntrol Division Vinyl Tech/Progressive Glass Technology ACCEPTANCE No.: 98- 0218.02 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: "Miami -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 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 3 APPROVED 2 0 1998 EXPIRES : 11UG 2 0 2001 Manu 1 Perez, P.E., Pr •O t Control Examiner Product Control Division 76.000 53.125 6 " --�-- 20.000 --� MAX. a. C. MAX. t t - 6" 4--- 24.000 I NON — IMPACT WINDOWS 1.) GLAZING: 3/16" ANNEALED 2.) CONFIGURATIONS: O/X 3.) SHUTTER REQUIREMENT: SHUTTERS ARE REQUIRED AT ALL INSTALLATIONS MAX. 0 6.0 " — MAX. ITEM 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 16 "0.C. DESCRIPTION FLANGED FRAME HEAD FLANGED FRAME SILL FLANGED FRAME JAMB FIXED MEETING RAIL SASH TOP RAIL SASH BOTTOM RAIL SASH SIDE RAIL SASH STOP SASH CAM INSERT (L.H. & R.H.) #8 x .750 Ph. Pn. SMS WEATHERSTRIP, VINYL BULB W /LEAF SWEEP LATCH 1/8 x .625 Ph. FI. SMS WEATHERSTRIP, .187 x .200 fin WEATHERSTRIP, VINYL BULB .160 DIA. WEATHERSTRIP, 8314-150 x 155 BALANCE TAKE —OUT CLIP SILICON BALANCE 3/16" ANNEALED GLASS 3 16 "" GLAZING BEAD f 10 x .750 Ph.. Pn. SMS 8 x 1.500 Quad. Pn. SMS 10 , x 1.500 Ph.. Pn. SMS 1" x 1.5" Open Cell Foam Pod /41./fdz Revisions. Notarial. Drown Bic D.B. 3J17/98 Revised By: Vendor No.: Rota: Seek: N.T.S V.T. # 69563 66377 66379 69316 69336 66384 66385 66387 41901/41902 7834A 64664 76722 7858 62003 64667 6X831G 7121 UM 62899 65030 78112A 71034 781PQA VENDOR ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX VINYL— TECH/P. G. T. MERCHANTS FASTENER TEAM PLASTICS MERCHANTS FASTENER SCHLEGEL TEAM PLASTICS SCHLEGEL DOW CORNING CALDWELL P.P.G. LOF FLORIDA SCREEN MERCHANTS FASTENER FASTEC IND. CORP. VENDOR # AF- 9563. , AF -6377 AF -6379 AF -9316 AF -9336 AF -6384 AF -6385 AF -6387 466 -4 672204 FS8319 -187 466 -7 899 05 -030 PRODUCT RENEWED ENEWED ACCEPTANCE No. 9 a ' 014 f • o v 10Yoal IP 9 626Asr3 9Y ro ressive technolo Y 1Z'i 1 ....e,.. rear Mf w.. a..w air a_.,.. wnircotkn: l c SH 'Sene s /Node,: 4000 Rem: I sh.a: 1 at 4 Description: SINGLE HUNG ELEVATIONS` P.O. BOX 1529 Stec pawing No.: NOKOMIS, FL. 34274 B 137 'Rev.: 76.000 VERTICAL SECTION Revisions: 53.125 HORIZONTAL SECTION PRODUCT RENEWED ACCEPTANCE Na, 9k '02. • 0 EXPIRATION DATE 44 N.d/ B ✓/. — ri p ;" T C(i ?7ilN D::_.: ...,r.n"rv-•Dn FFICE _ TTTITTTT TT1 r"YTT /^ a AS S Y ro ressive � techndo 9Y ....vs m4 y Dome ree Qom DreterIOI cro:sirseocon: y ard. Category: Senes/ 4 R<m: Isnee 2 m4 Drown fly: Dote: Deserted.: l /Revised � o.B. D ole: 8 SINGLE HUNG LAYOUT 2[ /„'Vf1dor No.: S'°1e: Aden: P.O. BOX 1529 S D�a+'vg No.: N. T. S NOKOMIS, FL. 34274 B I 137 Window Heights • Window Widths 19.125 24.000 26.500 32.000 37.000 - 119.00 26.000 - 130.00 +55.33 - 127.00 +5533 - 123.00 +5533 - 120.00 +5533 - 119.00 +5533 38.375 - 120.00 + 5533 - 119.00 + 5533 - 119.00 + 55.33 - 117.00 + 5533 - 116.00 + 55.33 50.625 - 119.00 +55.33 - 117.00 +55.33 - 116.00 +55.33 - 100.00 +5533 -93.00 +5533 63.000 - 106.35 + 55.33 - 9534 + 55.33 - 92.26 + 5533 - 89.94 + 55.33 - 87.00 + 5533 76.000 -82.04 +5533 -7151 +55.33 -68.03 +5533 -6338 +5533 -61.84 +5533 Window Heights Window Widths 40.000 44.000 48.000 53.125 26.000 - 119.00 +55.33 - 118.00 +5533 - 117.00 +5533 - 117.00 +5533 38.375 - 115.00 +5533 -99.00 +5533 - 102.00 +5533 -91.00 +5533 50.625 - 106.00 + 5533 - 101.01 +55.33 - 86.00 +5533 -78.23 +5533 63.000 - 85.00 + 55.33 - 82.00 + 55.33 - 78.89 + 55.33 - 68.07 + 5533 76.000 -61.80 +5530 -61.80 +55.30 -61.80 +5530 -61.80 +5530 Data from Test Report FTL -1139 for Series S11-4000 Comparative Analysis Table for Single Hung Windows using 3/16" annealed glass, config. OX Negative Design Loads based on Comparative Analysis (pat), and Glass Table Positive Design Loads based on Comparative Analysis (psf), and Water Ten Pressure. NOTES: 1.) REFERENCE: TEST FTL -1 139 2.) REFERENCE: N.O.A. 94- 1031.03 DESIGN: +55.33 PSF -61.8 PSF NEW N.O.A.# 98- 0218.02 Revisions: Materiel Drown D. B. 6/ 10/98 Revised By: Dot Vendor No.: Stole: 1X T TTITT TT TT1 TT IA S p� t progressive C technology for. Oar o_ s Classification: SH _. P.O. BOX 1529 NOKOMIS, FL. 34274 I B Description: COMPARATIVE ANALYSIS 137 PRODUCT RENEWED AccErr:_.•c0 '62- I F . o - F.:T...,.:',N DA 0 too Senea /MaCel: .,,, Sheet 4000 1FTL -1139 ( 3 or 4 I Drowing No.: I Rev.: i1I 1 x WOOD • _.. r. i .. • 1.250 BUCK ' t .250 MAX. TYP. HEAQ 3/16" TAPCON O APCONi0 PANHEAD 1/4" TAPCON /12 PANHEAD .250 TYP. SILL 3/16" TAPCON /10 PANHEAD OR OR 1/4" TAPCON /12 PANHEAD 2 x WOOD BUCK .250 MAX. TYP. HEAD TYP. SILL 1.250 / X 3/16" TAPCON OR _ 1/4" TAPCON Revisions: Yate/iak Vendor No- thorn: By: D.B. Re ,sed B): TYP. JAMB Dote: 3/17/98 Dote: PP j D CONTROL DIVIS BUI •' CODE COatPUAN• 1 _ _ I progressiiveg SS technology ...b. —roep op o.r: '• Wow • Oen%rKat:en: cotagey. I s"I`v 4000 I I 4 of 4 Desa,ipti n. /10 PANHEAD OR 112 PANHEAD By TYP. JAMB PRODUCT RENEWED ACCEPTANCE Na. 9 - 0 Z IO . 02-- EXPIRATION DATE LO LOO/ 7YP. SINGLE HUNG ANCHORAGE Scale: Address: P.Q. BOX 1529 S !honing No.. R N. T. S NOKOMIS, FL. 34274 I B I 137 H #70 Fl-I SMS MAX. 6" FROM CORNERS AND A MAX. 24" O.C. SEE NOTE 11. NOTES: rlivl..nvKJ I rip. A ". "B", or "C" /6393 (2) WINDOWS MULLED TOGETHER 1. (3) PER JAMB UP TO 38 3/8'1 (4) PER JAMB OVER 38 3 /.B" UP TO 84". (5) PER JAMB OVER 84" UP TO 96". (6) PER JAMB OVER 96 ". TYP. /9364 #6393. TYP. MULLION A.T.W. /219 ANCHORS: TYPE. "A”. "3"- OR ..C" H #6393 1 9454 #9364 W --{ H2 GLAZING PRODUCT 7YP. • MULLION GLAZING PRODUCT H2 = (W /2) (1) WINDOW MULLED W /ONE ABOVE #6393 H.R. #219 H1 1219 ANCHORS: TYPE. "A", "8" OR "C", #637 H 110 FH SMS MAX. 6" FROM CORNERS AND A MAX. 24" O.C. SEE NOTE 11. 110 FN SMS MAX. 6" FROM CORNERS AND A MAX. 24" O.C. SEE NOTE #1. GLAZING PRODUCT C TYP. MULLION GLAZING PRODUCT GLAZING PRODUCT I ---- W1 • #9364 /6379 S.H. #10228 W2 H2 = (W /2) 12) WINDOWS MULLED W /ONE ABOVE #9454 /6379 H2 H1 MULLION ARRANGEMENTS CAN BE AS SHOWN OR ANY COMBINATION OF THE ABOVE. #6379 #9364 #10228 ANCHORS: TYPE. "A "8" OR "C" H C.S. 170228 TYP. MULLION l TYP. MULLION GLAZING PRODUCT GLAZING PRODUCT GLAZING PRODUCT GLAZING PRODUCT W1 W2 - W3 - H2 = . (W /2) (3) WINDOWS MULLED W /ONE ABOVE PRODUCT RENP ACCEPTANCE No. C i g-622 #10 F1 SMS MAX. 6" FROM CORNERS AND A MAX.. 24" O.C. SEE NOTE 11. /8342 f 2/f z /ji Farrokri Ruse1¢11, P.E. Structural Desip, Inc. 1292o SW 122 Ave. Mtami. FL 33186 /9454 /10228 EXPIRATION DATE By #8342 /8342 #10 FH SMS MAX. 6" FROM CORNERS AND A MAX. 24" U.C. SEE NOTE #1. H CONTROL DIV1f CODE COMPLIANCI #9454 H � F. G. APPROVED AS COIMPLYIKG SOUTH FLORIDA BIUIL i FIG CG slifil T PRODUCT CO 01 DIVIS'0EC BUILDING CODE COMPLIANCE ACCEPTANCE NO QJ - 051 DWG.# M95 -02 MULLION CONFICURAT SHEET E of 3 1 7/1 1 /05 160 Mull Clip Calculations 155.003 111.000 315.030 295.030 275.000 255.030 225.003 215.000 195.000 121.000 155.1200 135.000 115 .000 95.000 75.033 55.030 35.000 • 11111111 111111111•111111 IN 111 1111 11111111111 Larum.11 111111111 -11111111111111111N1111 In IMMO 1511111111111111111111111111111 11111 11111111111111111111111111 Linn 111111111.111 MUM 1111111111 Mom a 140 • 120 Opeol mg Width Opmiee Width 1. l cbi (MOUS MIST be anchored top botcom-1(Steel arusre. attached 1 from each cod $ 0 .C.2 aaa ■••0■26.003 •" a . -0-96.000 sir zfis Farrow Reselthl, P.E. Structural Deep. Inc. 12920SW 122 Ave. Miami. R.33186 50101ulzara --00-■ 50.62.5 — 0 - -56.000 -- 0-63.000 I - -10.000 • 96.000 No Shim Space. Mull Clip C21001'161=3 EX? ATION DATE By ID‘Vg. Sht. 2 of 3 PRODUCT REINWWE ACCEPTANCE No. q g 6223 4610 PR. JCT CONTROL DIVISIO BUILD G ' • DE COMPLIANCE APPROVED AS COMPLYING WITH THE SOUTH FLORIDA :UILD CODE DAT t.e a 1 &&-. ODUCT CONTR:L DIVISION If BUILDING CODE COMPUANCE OFFICE ACCEPTANCE NO.ZG — 4%C /.5.1 e TYPICAL MULLION TO MULLION INSTALLATION TYPE "A ". P. C.T. MULLION 1x2 OR ix4 COUNTERSINK FOR /10 F.H. S.M.S. (SEE NOTE /2 • FOR QT.) MULL CUP (SEE NOTE 11) . NOTES: i CUT FLANGES OFF OF MULL CUP TO FORM A "U "- CHANNEL AND INSTALL AS SHOWN. r - - • •-- ,.• i U I,NJtM_ i 7YP. MULL CUP 1x2 OR 1x4 MULL!' 2. (2) S.M.S. ARE NEED FOR EACH SIDE IN 2" MULLION SPACE S.M.S. AS NOT TO • INTERFERE WI1H EACH OTHER ON )PPOSITE SIDES OF MUWON. SPACING' IS SHOWN FOR 4" MULUON. 1 1)2" MIN. • PENETRA770N TION • 110 L+. S.M.S. (3) JIvE SIDE (2) ON OPPOSITE (SO AS NOT TO INTERFERE WITH EACH OTHER.) SEE NOTE /2. • Li /4" Max. TIP. MULUON 1x2 OR 1x4 TYP. WINDOW FRAME SH, ATW, HR, FG. 3/16" TAPCON 1 1 /2 " MIN. PENETRATION. .3. ALL FASTENERS ANCHORING MULL CUPS TO OPENING, MIN. 3/16" TAPCON x 1 1/2" PENETRA770N INTO CONC. OR BLOCK STRUCTURE. ALL FASTENERS MUST BE DADE COUNTY APPROVED. 2 1/8" BOTH , MULLS 10 F.H. S.M.S. (3) FOR a MULUON (2) FOR 2" MULUON SEE NOTE #2. f z /f2/q Farrotch R P.E. SAu.:tura! Deigsl, Inc. 1282Q SW 122 Ave. MtBml. FL 33186 P.C.T. MUWON 1x2 OR 1x4 P.C.T. MULLION 1 x2 OR i x4 WOOD BUCK REMOVED TO CONC. NOTE: 1. NOTE: 1. (2) S.M.S. ARE NEEDED FOR EACH SIDE IN 2" MULLION SPACE S.M.S. AS NOT TO INTERFERE W117-1 EACH OTHER ON OPPOSITE SIDES OF MULLION. SPACING IS SHOWN FOR 4" MULLION. TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK REMOVED FROM CONC. TYPE "C ". ; wc, UU Ii UL I K r e O (2) S. M. S. ARE NEEDED FOR EACH SIDE !N 2" MULLION SPACE S.M.S. AS NOT TO INTERFERE WITH EACH OTHER ON OPPOSITE SIDES OF MULLION. SPACING !S SHOWN FOR 4" MULLION. WOOS) BUCK WOOD BUCK CONC. TYPE "Er. 110 F.H. S.M.S. (.3) ONE SIDE (2) ON OPPOSITE (SO AS NOT TO INTERFERE WITH EACH 071 -IER.) SEE NOTE 11. 2 7/8" BOTH MULLS 2. ALL FASTENERS ANCHORING MULL CUPS TO OPENING,- MIN." 3/16" TAPCON x 1 1/2" PENETRA770N INTO CONC. OR BLOCK STRUCTURE. ALL FASTENERSPRODUCT RENEW] MUST BE DADE COUNTY APPROVED. p ACCEPTANCE Nogg 62a3- EXP • TION DATE ri PIQ #10 F.H. S.M.S. (3) ONE SIDE (2) ON OPPOSITE (SO AS NOT TO INTERFERE WITH EACH OTHER.) SEE NOTE 11. 2 1/8 " BOTH MULLS • 3 3/4 FOR 1x4 r 1 3/4 FOR 1x2 1 », 3/4 FOR 1x4 i 3J4 FOR 1x2 2. ALL FASTENERS ANCHORING MULL CUPS TO OPENING, MIN. 3/16" TAPCON x 1 1/2" PENETRA770N INTO CONC. OR BLOCK STRUCTURE. ALL FASTENERS MUST BE DADE COUNTY APPROVED. WOOD BUCK 110 F.H. S.M.S. (3) FOR 4" MUWON (2) FOR 2" MULLION SEE NOTE /2. By PR* *UCT CONTROL DIVISION- BUILD . • DE COMPLIANCE O APPROVED AS COMPLYING WITH " SOUTH ORIOA :U1 1 CODE ) avow OA RODUCT CONT 01 DiVISiOK✓ 'BUILDING CODE COMPUANCE OF. ACCEPTANCE NO. ' W000 BUCK 1 10 F.H. (3) FOR 4" MULLION (2) FOR 2" MUWON SEE NO —/2 .-.- DWG.# M95 -02 MULUON ANCHORING CONDI SHEET 3 of 3 76.000 MAX. 53.125 20.000 —1 0.c. MAX. 1 -- 6" 24.000 NON — IMPACT WINDOWS 1.) GLAZING: 3/16" ANNEALED 2.) CONFIGURATIONS: O/X 3.) SHUTTER REQUIREMENT: SHUTTERS ARE REQUIRED AT ALL INSTALLATIONS 6'' y MAX. // a 6.0" MAX. ITEM 1 2 3 4 5 6 7 8 FLANGED FRAME HEAD FLANGED FRAME SILL FLANGED FRAME JAMB FIXED MEETING RAIL SASH TOP RAIL SASH BOTTOM RAIL SAS.I SIDE RAIL SASH STOP 9 SASH CAM INSERT (L.H. & R.H.) 10 #8 x .750 Ph. Pn. SMS 11 WEATHERSTRIP, VINYL BULB W /LEAF 12 SWEEP LATCH 13 #8 x .625 Ph. Fl. SMS 14 WEATHERSTRIP. 187 x .200 fin 15 WEATHERSTRIP, VINYL BULB 160 DIA 16 WEATHERSTRIP, 8314 -150 x 155 17 BALANCE TAKE —OUT CLIP 18 SILICON 19 BALANCE 20 21 22 23 24 25 16" 0.C. DESCRIPTION 3/16" ANNEALED GLASS 3/16" GLAZING BEAD #8 x 1.500 Quad. Pn. SMS #10 x 750 Ph. Pn. SMS #10 . x 1.500 Ph.. Pn. SMS 1" x 1.5" Open Cell Foom Pad Revisions: Moteriol: Drown By. Revised By: Vendor No.: D Dote: 3/17/98 Date: Scale: . T. S Classification: D escript ion : V.T. # 69563 66377 66379 69316 69336 66384 66385 66387 41901/41902 7834A 64664 76722 7858 62003 64667 6X831G 7121UM 62899 65030 781 12A 71034 781 PQA Prod. Category: ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX VINYL—TECH/P.G.T. MERCHANTS FASTENER TEAM PLASTICS 466 -4 672204 MERCHANTS FASTENER • SCHLEGEL TEAM PLASTICS SCHLEGEL DOW CORNING CALDWELL P.P.G. LOF VENDOR MERCHANTS FASTENER FASTEC IND. CORP. Series /Model: Item: 4000 Address: P.O. BOX 1529 Size NOKOMIS, FL. 34274 B Drawing No.: 7 37 VENDOR '# AF-9563 AF-6377 AF— 6379 AF-9316 AF -9336 • AF -6384 AF— 6385 AF -6387 FS8319— 187 466 -7 899 FLORIDA SCREEN 05 -030 PRODUCT RENEWED ACCEPTANCE No. 99 ' o 2- • ° Y EXPIRATION DATE le i' By i� -- PR DI_ CONTROL D ' RI X11 i7 " t DE COMPLiAN OFFICE l a (Oaf VIV r oam.o o Sioxfird & aolorn Om, *d,., SINGLE HUNG ELEVATIOIVS " Sheet: of 4 Rev.: VERTICAL SECTION Revisions: Material: Drown By: D. B Revised By: Vendor No.: 53.125 HORIZONTAL SECTION Dote: 3/17/98 Dote: Scale: N. T. S 1 Mt II• Clossilication: Description: /ft.:a:ewes of O lt:91Erd=res Prod. Category: SH Address: P.O. BOX 1529 NOKOMIS, FL. 34274 Series/Model: 4000 PRODUCT RENEWED ACCEPT.-%.NCE No. qk "62- • 0 1,4 kW 1 • JOT CONTROL DIV EXPIRATION DATE D:AL. r•-..11 IA I progressive Item: SINGLE HUNG LAYOUT Size: Drawing No.: 137 Sheet: N FFICE A gs technology 0 eV 18410 llawf•aaas of Slaukr0 t Curb. Gloss 1114.3 of 4 Rey.: Window Heights Window Widths 19.125 24.000 26.500 32.000 37.000 - 119.00 26.000 - 130.00 + 55.33 - 127.00 + 5533 - 123.00 + 55.33 - 120.00 +55.33 - 119.00 + 55.33 38.375 - 120.00 + 55.33 - 119.00 + 55.33 - 119.00 +55.33 - 117.00 + 55.33 - 116.00 + 55.33 50.625 - 119.00 + 55.33 - 117.00 + 55.33 - 116.00 + 55.33 - 100.00 + 55.33 - 93.00 + 55.33 63.000 - 106.35 + 55.33 - 95.34 + 55.33 - 92.26 + 55.33 - 89.94 + 55.33 - 87.00 + 55.33 76.000 - 82.04 + 55.33 - 71.51 + 55.33 - 68.03 + 55.33 - 63.38 + 55.33 - 61.84 + 55.33 Window Heights Window Widths 40.000 44.000 48.000 53.125 26.000 - 119.00 + 55.33 - 118.00 + 55.33 - 117.00 + 55.33 - 117.00 + 55.33 38.375 - 115.00 + 55.33 - 99.00 + 55.33 - 102.00 + 55.33 - 91.00 + 55.33 50.625 - 106.00 + 55.33 - 101.01 + 5533 - 86.00 + 55.33 - 78.23 + 55.33 63.000 - 85.00 + 55.33 - 82.00 + 5533 - 78.89 +5533 - 68.07 + 55.33 76.000 - 61.80 + 55.30 - 61.80 + 5530 - 61.80 + 5530 - 61.80 + 5530 Data from Test Report FTL -1139 for Series SH -4000 Cotparative Analysis Table for Single Hung Windows using 3/16" annealed glass, config. OX Negative Design Loads based on Comparative Analysis (psf), and Glass Table Positive Design Loads based on Comparative Analysis (psf), and Water Test Pressure. NOTES: 1.) REFERENCE: TEST FTL -1 139 2.) REFERENCE: N.O.A. 94- 1031.03 DESIGN: +55.33 PSF -61.8 PSF NEW N.O.A.# 98- 0218.02 AiA5z ,/z7/f{ Revisions: Material: 1 Drown Revised By: Vendor No.: BY D. B Date: 6/10/98 Dote: Scale: ix Classification: Description: Prod. Category: SH Series /Model: 4000 Item: FTL -1139 COMPARATIVE ANALYSIS Address: P.O. BOX 1529 Size: Drowin No.: NOKOMIS, FL. 34274 I B 1 37 PRODUCT RENEWED ACCEPTANCE No. qb - 6 2- I i . DY ..; DATF - Zo Loo ITTRT'CT'T T7 (''TT V11 1 Lt P Movroc:ira N Way VW Crdoor Wvktra d 51o.dod t o.. GP, Oh*. Sheet: 3 of 4 Rev.: 6" TAPCON OR TAPCON .250 Revisions: Material: Drawn By: D.B. Revised By: Vendor No.: TYP. JAMB Oate 3/17/98 Date: Scale: N.T.S 1.250 o • a • G . 1 x WOOD BUCK 110 PANHEAD OR 112 PANHEAD NS MO rovacfva d O4 y M.X 11doare ' progressive S5 tech n°logy oo dca.e a same r oabn am. Irk.b.. Classification: (Prod. COSH • .250 By Series /Model: 4000 H 1.250 TYP. JAMB • item: ° a 2 x WOOD BUCK PRODUCT RENEWED ACCEPTANCE No. qi3 Z /e ' 02-- EXPIRATION DATE LOQ/ }'P ? CONTROL DIVISr BUIL v CODE COMPLIANC CE Sheet: 4 of 4 Description: N TYP. SINGLE HUNG ANCHORAGE Address: P.O. BOX 1 529 Size: Drawing No.: Pe NOKOMIS, FL. 34274 l B 7 37 • d d A 01n 1 x WOOD , ° r ( BUCK a (I .250 — I I MAX. I TYP. HEAD f 1.250 3/16" TAPCON OR 1 /4 " TAPCON 2 x WOOD BUCK \ .250 MAX. 3/16" TAPCON 110 PANHEAD 1 /4 " T TAPCON + II 112 PANHEAD .250 MAX. TYP. SILL 4 TYP. SILL • O • n TYP. HEAD 1.250 1.250 /10 PANHEAD OR /12 PANHEAD .250 MAX. 2 x WOOD BUCK /Shit/ �o