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707 NE 93 St (4)ROLLINGSHIELD ROLLSHUTTERS • SHADES SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM Date: Mr. Building Official City Gentleman: We are the Dade County Notice of Acceptance Holder for ALUMINUM ACCORDIAN SHUTTERS under number 95-1030.03. � This letter is to authorize K/4 03 to use our ALUMINUM ACCORDIAN SHUTTERS approved under number 95- 1030.03 to be used at the following job: iricerely; '� �AGZ'A,'UTHL Job Name: / / /J/ ,74 // Address: X•X City: /L//.Q/ -I/ ,1es eS; Zip: -- /gam Number of Shutters: / 4riso, President `Orate Seal required) 4454 N.W. 74 Avenue • Miami, Florida 33166 • Telephone: (305) 470 -9404 • Fax: (305) 470 -9405 1 (800) 474 -9404 • METRODADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Rollingshield 4454 NAV. 74 Avenue Miami FL 33166 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 PRODUCT CONTROL SECTION (305) 375 -2902 FAX (305) 372-6339 • 'Your application for Product Approval of: "ASSA / Economy" Aluminum Accordion Shutter under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Applicant, along wills Drawing No. 95 -164, Sheet 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 onpage3. 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- 1030.03 Expires:11 /01/98 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 1)-Tt. Approved:11 /01/95 -1- Metropolitan Dade County Ito iXolling Shield 4. INSTALLATION 4.1 The panels shall be installed in the following conditions: ACCEPTANCE NO.: 95- 1030.03 APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS NOV 01.1995 NOV 0 1 1998 1. DESCRIPTION 1.1 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 a nominal 3.858" overall 4.366" wide x .056" thick, constructed as indicated on approved drawing No. 95 -185, Sheet 1 of 6, bearing the Dade County Product Approval stamp, using extruded aluminum alloy 6063 -T6, which is also used for the auxiliary slats and rest of the components shall be constructed as indicated on the same drawing. 2.2 Blade pins shall be 410 x 3" SMS made of #410 -HT stainless steel with fluoropolymer coating. 2.3 Tested spepimens:. Dimensions: Blade lengths of 96 ", 104 -1/2 ", 108 ", 111 ", 114 ", 120" and 144" 3. LIMITATIONS 3.1 Maximum blade height or span 3.1.1 144" for installation below 30' -0" elevation. 3.L2 156" for installation above 30' -0" elevation 3.1.3 For Maximum Design Pressure Rating vs. Panel Span see Schedule on Sheet 6 of 6. 3.2 Minimum separation between glass to be protected and shutter Use the fo 3.3 Special requirement: 3.3.1 A maximum of 0.250" clearance is allowed between bottom of blade and top of sill and top blade and bottom of header. 3.3.2 All shutters shall have a locking mechanism at center or side closure. Locks must be activated during hurricane warnings. 3.3.3 Locking rods, two at top and two at bottom, shall remain attached to shutters at all time, secure tightly with thumb screws in the locked position and activated during hurricane warnings. / Man el 'erez, P.E. Pla Zin_: i Product Control Division Separation from glass to shutter: Blade span Installed up to 30 feet above grade Installed above 30 feet above grade 13' -0" - 12' -0" Not Allowed 2 1/2" 12' -0" - 1 l'-4" 4 2 1/4" 11 " -4" - 11' -0" 2 1 /8" 10 -8" - 10' -1" - • 10' -0" - 9' -I ". 3 1/2" 9' -0" - Down 2 7/8" Ito iXolling Shield 4. INSTALLATION 4.1 The panels shall be installed in the following conditions: ACCEPTANCE NO.: 95- 1030.03 APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS NOV 01.1995 NOV 0 1 1998 1. DESCRIPTION 1.1 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 a nominal 3.858" overall 4.366" wide x .056" thick, constructed as indicated on approved drawing No. 95 -185, Sheet 1 of 6, bearing the Dade County Product Approval stamp, using extruded aluminum alloy 6063 -T6, which is also used for the auxiliary slats and rest of the components shall be constructed as indicated on the same drawing. 2.2 Blade pins shall be 410 x 3" SMS made of #410 -HT stainless steel with fluoropolymer coating. 2.3 Tested spepimens:. Dimensions: Blade lengths of 96 ", 104 -1/2 ", 108 ", 111 ", 114 ", 120" and 144" 3. LIMITATIONS 3.1 Maximum blade height or span 3.1.1 144" for installation below 30' -0" elevation. 3.L2 156" for installation above 30' -0" elevation 3.1.3 For Maximum Design Pressure Rating vs. Panel Span see Schedule on Sheet 6 of 6. 3.2 Minimum separation between glass to be protected and shutter Use the fo 3.3 Special requirement: 3.3.1 A maximum of 0.250" clearance is allowed between bottom of blade and top of sill and top blade and bottom of header. 3.3.2 All shutters shall have a locking mechanism at center or side closure. Locks must be activated during hurricane warnings. 3.3.3 Locking rods, two at top and two at bottom, shall remain attached to shutters at all time, secure tightly with thumb screws in the locked position and activated during hurricane warnings. / Man el 'erez, P.E. Pla Zin_: i Product Control Division jtolling Shield ACCEPTANCE NO.: 95- 1030.03 APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS NOV 0 1 1995 NOV 011998 4.1.1 Built Out Condition - Offset Every fourth blade hangs from a set of double rollers mounted on an aluminum roller housing that glides on the track of the Ceiling Mount Header (Part B) which is fastened to a 2" x 3" (to 5 ") x 0.125" thick aluminum angle with 1/4 " -20 stainless steel bolt with nut and washer at 12" o.c. The sill consists of the same ceiling header but inverted. This angle (used in both head and sill conditions) is anchored to the substrate as shown on Section C, Sheet 2 of 6, Dwg. No. 95 -164, • bearing the Dade County Product Approval stamp. 4.1.2 Wall Mount In this mounting arrangement, the Wall Mount Header (Part A or Al), which is also used as the sill tumed upside down, is anchored directly to the wall, as shown on Sections A or Al respectively, Dwg. No. 95 -164, Sheet 2 of 6 bearing the Dade County Product Approval stamp. 4.1.3 Ceiling & Floor Mount In this mounting arrangement, the Ceiling Mount Header (Part B) is anchored directly to the underside of a poured concrete lintel and the sill assembly, Sill and Sill Bottom Adapter (Parts C and D), is anchored to a poured concrete slab or bulkhead as shown on Section B, Dwg. No. 95 -164, Sheet 2 of 6 bearing the Dade County Product Approval stamp. 4.1.4 Any 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 General Notes 47 on Sheet 1, Installation Details on Sheets 2 thru 5 • and "Max. Anchor Spacing Schedule" on Sheet 6 of Dwg. No. 95 -164. Substitution of anchor type or indicated embedment is unacceptable and are to be engineered separately. 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. 4.3 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 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. 95 -164, Sheets 1 through 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. Manu.t P ez, P.E. Plans E incr Product Control Division My • TEST TEST LOAD DESIGN LOAD Deflection LARGE MISSILE IMPACT TEST SFBC PA 201 -94 (144" SPAN) Center Mate SATISFACTORY ATL 0523.01 -95 Max. 4 " LARGE MISSILE IMPACT TEST . • SFBC PA 201 -94 (114" SPAN) Center Mate - . SATISFACTORY ATL 0523.01 -95 Max. • 4 " • LARGE MISSILE IMPACT TEST SFBC PA 201 -94 (108" SPAN) Center Mate SATISFACTORY ATL 0523.01 -95 Max 2-3/8" LARGE MISSILE IMPACT TEST SFBC PA 201 -94 (104 -1/2" SPAN) SATISFACTORY ATL 0523.01 -95 Max. 2-1/4" LARGE MISSILE IMPACT TEST SFBC PA 201 -94 (111" SPAN) Center Mate . SATISFACTORY ATL 0523.01 -95 Max. 3 -1/2" CYCLIC WIND PRESSURE TEST SFBC PA 201 -94 POSITIVE (114 ", 108", 104 -1/2 ", 111" SPAN) +117.0 PSF ATL 0523.01 -95 +90.0 PSF ATL 0523.01 -95 CYCLIC WVIND PRESSURE TEST SFBC PA 201 -94 NEG. (114", 108", 104-10", 111" SPAN) -137.0 PSF ATL 0523.01 -95 -105.0 PSF ATL 0523.01 -95 - UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 POS. (96" SPAN) +135.0 PSF ATL 0523.01 -95 +90.0 PSF ATL 0523.01 -95 Q Design 1.625" UNIFORM STATIC AIR PRESSURE TEST .SFBC PA 202 -94 NEG. (96" SPAN) -180.0 PSF ATL 0523.01 -95 -120.0 PSF ATL 0523.01 -95 UNIFORMSTATIC AIR PRESSURE TEST SFBC PA 202 -94 NEG. (96" SPAN) -180.0 PSF ATL 0523.01 -95 -120.0 PSF ATL 0523.01 -95 UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 - NEG. (120" SPAN) -127.5 PSF ATL 0523.01 -95 -85.0 PSF ATL 0523.01 -95 UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEG. (144" SPAN) -90.0 PSF ATL 0523.01 -95 -60.0 PSF ATL 0523.01 -95 DESIGN PRESSURE RATING For Design Load vs. Slat Span scc "Slat Performance Chart" on Sheet 6 of 6, Dwg. No. 95-164 Rollins Shield 7. TESTS PERFORMED Tt'c-rc. NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS RESULTS: ACCEPTANCE NO.: 95- 1030.03 APPROVED : N°V 0 1 1995 EXPIRES : HOV 0 1 1998 Manue P.E. Plans Product Control Division amine ' 411i— NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 8. EVIDENCE SUBMITTED 8.1 Tests: 8.1.1 Test report on Large Missile Impact Test, Cyclic Wind Pressure Test and Uniform Static Air Pressure Test "Aluminum Accordion Shutter ", prepared by American Test Lab of South Florida, Report No. ATL #0523.01 -95, dated 6/01/95, signed and sealed by William R. Mehner, P.E. • Previously reviewed by the Product Control Section under approval No.95 -0072, for the American Shutter Systems Association, .Inc. (ASSA) 8.2 Drawings: 8.2.1 Drawing No. 95 -164, Sheets 1 through 6 of 6, prepared by Tilteco Inc., dated 03/20/95, signed and sealed by Walter A. Tillit, Jr., P.E. 8.3 Material Certification: 8.3.1 Mill Certified Test Reports issued by Carolina Aluminum, dated 6/09/95, with chemical composition and mechanical properties of the blade, DIE No. 839127 for aluminum alloy 6063 -T6. 8.3.2 Tensile Test Report No. 5FM -1456, prepared by QC Metallurgical, Inc., dated 06/23/95, signed and sealed by Frank Grate, P.E. 8.4 Calculations: 8.4.1 Comparative analysis and anchor calculations dated 6/14/95, pages 1 thru 17 of 17 prepared by Tilteco Inc., signed and sealed by Walter A. Tillet, P.E. 8.5 Certification: 8.5.1 Release letter issued by the American Shutter Systems Association, Inc. (ASSA) dated October 20, 1995 certifying this product to meet the criteria of product tested and approved and allowing Rolling Shield to use test results approved under Dade County approval #95 -0072, signed by Mr. Greg Weeks 8.5.2 Acknowledgement letter by Rolling Shield dated October 22, 1995, signed by Mr. Jose A. Delgado. As - Rollins Shield ACCEPTANCE NO.: 95- 1030.03 APPROVED : NOV 0 1 1995 EXPIRES : NOV 01 1998 -2c- Man it'Perez, P.E. Plans Product Control Division • • Ftollinz Shield ACCEPTANCE NO.: 95- 1030.03 NOV 0 1 1995 EXPIRES : NOV 0 1 19 9 8 APPROVED • 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 documentation, 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 Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted , is no longer practicing the engineering profession. ' 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process; b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words 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 times. 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 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. 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. 11. Hardware for all windows and doors shall con forni to Security and Forced Entry Prevention, Chapter 36 of the South Florida Building Code. END OF THIS ACCEPTANCE. Manuel •e ez, P.E.Plans Exam Product Control Division rIl PEtMIT APPLICATION FOR MIAMI SHORES VILLAGE Date Job Address O `7 AI ,c3 .S / Tax Folio //---,3Z.06 - 0/ V- / 780 Legal Description,5s C_. 2 4i.E1 z . Historically Designated: Yes No Owner/Lessee / Tenant { Vi-x0 , - TO t Master Permit # y�a 3 Owner's Address ' 4 -. 0 O �' N - F • q 3 � 2 041414 ti I o S L ((.Phone ,,pp 1 Contracting Co. K p( C , n T'1nC,� a ^ Address i..� 1(� 0 t S CP.o vim- 1 l �° f� I • fA cn ry,• t EL Qualifier f \ Q Ai gin i p a.6 SS# Ql a b State # Municipal # Competency # Ins. Co. Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one BUILDING LECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION Square Ft. Estimated Cost (value) X11 cp?/. 3 -- 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 ntractor to do the work stated. t /r Signature of owner and/or Condo P Notary a t6 My C gmmis wner and/or Condo President on Expires; c(.,o.i (C, 6 /C. ( NOTARY S A ,S H D ICKERSON •.'ri ,�Y !3LIC 'FLORIDA COr +: BSI M ; o: CC242095 MY CC..i:,;!S�IOV EXI'. NOV. 16,19% FEES: PERMIT •?/O — A'DO N .C.F. /. fO tor or Own -Buil• er • • IA NOT Y ES H NOTARY PUBLIC STATE OF-FLORIDA COMMISSION NO. CC242095 MY COMMISSION EXP. NOV. 16,19% Iss Signature of Contr Notary as t My Co NOTARY AAA tractor or Owner- Builder n Expires: &,..© Date 1./ 7/ 3//70 DafLe TOTAL DUE "V. APPROVED: Zoning Buil Mechanical Plumbing Engineering 6/7/ c t G Electrical /)')r6. .7c74 l ZAK 70 7 N.F. 93 � 51- 5T /I')/d9m; ,hot Fc• 5, x 65± -Aecor►,p 39x 7<6x90- 4cco06 o4 �- xiji - 0 5 0 F e )5 - 3e x 5/4- Accore✓ic+-, 1 1 1 'helve) l /• I -)T : / 7 - d (4/m c icad. PePS 7, Lie Aje3 c 7%.-e n T. — Ll 3. / - t 1 ��t . ` 1 +; S ^- ' 0 S �, 1 . .h1 G �� V P - LJ i 1 (i A Y 4 ..t no) i ho l q c. a' 4� 1 1'r - (ik � '�,'� , O C / S S 4. ;•.: - OPENING: • ,. ,:.; • • �.; .... ;.,- PRODUCT • OPENING SIZE (DETAIL SPECIFIC UNUSUAL OPENINGS ' OLO 1 t '" • TOTAL OVERALL ,WIDTH" HEIGHT" ' ' 1 A ccw , ,ah S i CS`'!�,.� , '' '' 44 �C•Sl4ad. 30 . ' . ) 1 S1 41 01 . . S1q. r . I > . • - 7 W `1 U ( M)�l j ` � r t*i f- .6 lU • . ..::...hc `._.4 (9,: c , A e J 3(d v..,l p ., s 4 1 S yU cay_ " - , '.SPECIAL`INStRUCTIONS - INSTAL•I:A�TJ� ,::1ST Fl.: V: 2ND FWD ., OTHkR. Q OR REMARKS N'.' YES 2 NOS]' •,,:i; . CBS Gd ' WOOD p :WOOD p ?),./0a '- U) 1 "--t h "�- DIAGRAM OF PROPEIITY.. ' ( 0 �--t� i Fn • ' O _ ,. . ......:. CBS ■ , ' A . .. .. . .. .. • Pf IC �.:':. ": ;' SNLES �TAX : PElitv1ITS (I(lliequired)., • tOtAL ` `.., ..., CONTRACT i, ()EPotiT (5o • BALANCE ' Diki Urion Insfallatloh F stirriated Delivery ..$ . ,2 , ) Jar. to . 4 $ . 'I.,n ,••.. - . C `° .,. $ ... . 5 (-,) (l ., : $ 1 .1 ' 1. 20 %) ,. $ .:. 1, f s 0. uu eco - o /1c.(:Vt . $ (' , 3 c1 _9 v .' 1 S L„-;.e e. k s , �--a- i-- L NAME Yh r S . • T c: h • I 2 AbDRESS_ • 7. 7 N `i 3 sl CITY .. ; INSTALLATIO i bo Es • cGAL b6Sca4 LOT*. ' "' BLOCK SUB PB TERMS AND CONDITIONS . kpk.GoNSTRUCtIbN (`'SELLER") AND THE PURCHASER AGREE TO THE SALE AND' INSTALLATION AND /OR DELIVERY , OF THE ABOVE SPECIFIED GOODS Foil THE ABOVE SPECIFIES PRICE UPON THE TERMS, AND CONDITIONS - HEREINAFTEF SET PORTH AND CONTINUED ON THE REVERSE SIDE OF THIS CONTRACT, INCLUDING THE DESCRIPTION AND LIMITATION, S OF ALL WARRANTIES AND GUARANTEES ARE INCORPORATED INTO .THIS.CONTRACT AS IF FULLY SET FORTH ON THIS PAGE. THE TERMS AND CONDITIONS OF THIS:CONTRACT MAY NOT BE MODIFIED EXCEPT IN .WRITING SIGNED 1 BY'SELLER'S. DULY AUTHORIZED REPRESENTATIVE. '.Purd.haser, cartifIas and acknowledges by his sig that he has read,. fully Understands 'and act;epts all of the termS:and'cohditions of this Agreement including those on the revel side of this. Agreement kid that• the•tetnis herein , contained aro the ;entire agreement between the parties and that his/her /their signature(s) hereto has/have not been .obtain ,or;induc2.d by, any promi$e;,�agrefi_ment or::representati . con • on nottai herein and, that•h reo l'v a'co y •b(thls Agreement.' • ii e/she/tfjey haslhave UYER'S;(1 - . Ase RI TO C `- • • , r •' ' 'THIS. � ��1 E. SOLICITATION SALE, AND IF YOU : bO NOY.WANtTHE GOODS OR. SERVICESg, YOU MAY CA THIS CONTRACT BY P WRITTEN. NOTICE TO'SELLER IN•PERSON, BY TELEGRAM OR BY MAIL THIS • NOTICE' MUST INDICATE THAT YOU DO NOT WANT THE GOODS CR SERVICES AND 'MUST BE DELIVERED OR. POSTMARKED, BEFORE MIDNIGHT OF THE THIRD BUSINESS DAY'AFTER YOU SIGN THIS CONTRACT. IF Y(SU TIMELY.CANCEL THIS CONTRACT, YOUR DEPOSIT WILL BE REFUNDED. • AGREED ANb ACCEPTED BY PURCHASER: 1... - I �! •r_L . t (.f 1 t DATED: \ ,11 . ', 1 ? '1 construction 14100 Biscayne Boulevard, Bay #2' • N. Miami, Florida 33181 Tel.: (305) 948 -3040 • Fax: (305) 948 -3065 CC #: 93BS00241 BEL ER'S REP ESENTATIVE: / DATE 7/22 3 / y'Z PHONE:HM( ) 7 5' S' 3(,.)'7 WK( ) STATE ZIP APT. NO. • PG • COUNTY AGREED ANb ACCEPTED BY COMPANY: DATE: NAME OF BUILDING OFFICIAL: NAME OF MUNICIPALITY: ADDRESS OF MUNICIPALITY: CITY: , FLORIDA ZIP: DEAR We are the Dade County Notice of Acceptance Holder for �..e45 . under number 9'Y' c4/1 This letter opthorires f'q AT `G"`� „o'`'” , to use our 57 -e approval under number P'Y -b •o.5" to be used in the following ,lob: JOB OWNERS NAME :: /41 ` JOB OWNERS ADDRESS: 7 7 N. E. ?3 rV Sincerely, 7- 3 /- ?- HORIZED SIGNATURE OF ACCEPTANCE HOLDER TITLE OF AUTHORIZED PERSON TO SIGN SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM 1 1; 4 /Gip.' i .t u Ufi c e7 -- 3 3/38' 1 107 North Thomas Road Leesburg, Florida 34748 904/787 -7766 Florida: 800/342 -9077 U.S.A.: 800/874 -0002 FAX 904/787 -0869 t. • 1 METRO -DADE' PRODUCT CONTROL NOTICE OF ACCEPTANCE White Aluminum Products, Inc. 1107 North Thomas Road Leesburg, FL 34748 Your application for Product Approval of: .050" Aluminum 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 Drawing No. 94 -84.2, Sheets 1 thru 3 of 3. (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 onpage3. 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- 0410.02 (Revises No.: 94- 0614.05) Expires:08 /15/97 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. ti Approved: 02/01/96 -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 Rod l iguez Product Control Supervisor Director Building Code Compliance Dept. Metropolitan Dade County 'White Aluminum Products. Inc. ACCEPTANCE NO.: 95- 0410.02 1. DESCRIPTION 1. 1 APPROVED : FEB 0 1 1996 EXPIRES : August 15. 1997 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS This approves an aluminum 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. 94 -84.2, Sheet 1 of 3, using 5182 -H38 alloy aluminum, 0.050" thick. 2.2 Panels are rolled formed, have a nominal width of 12.00" and a total width of 13.50 ", forming 2" deep ribs. 2.3 Components shall be aluminum alloys 6063 -T6, "h" header, "u" header, 2" x 2" studded angles, and a 2" x 5.25" (max.) angle. The specific dimensions and thickness of the "h" header, "u" header and 2" x 2" angle depend on whether System "A" or System "B" is being used. 2.4 Tested specimen: Dimensions: 37.5" wide x 84" or 89" long overall 3. LIMITATIONS 3.1 The design will be dependent on the maximum panel span (height) of 7' 5" or 89 ", for wall and built out mount and 6' 11 -3/4" or 83 -3/4" for ceiling /inside mount, to be installed only as outlined on Dwg. No.94 -84.2, Sheets 1 thru 3 of 3. 3.2 Minimum separation to existing glass to protect shall be: 3.3 Maximum clearance between top of panel and inside of header shall be 1/4" . 3.4 Reinforcement: 3.4.1 If the separation from glass to panels is equal to or greater than 2 -1/8" but less than 3 -1/2 ", then the panels shall be reinforced at midspan by a 1" x 1" x 1/8" steel tube fastened to panels at overlaps, using 1/4 " -20 x 3 -1/2" bolts with die cast aluminum washered wingnuts or jacknuts and also be fastened at overlaps at 1/4 points using 1/4 " -20 x 1" sidewalk bolts with die cast aluminum washered wingnuts. System "A" components must be used. See Elevation 11 on Sheet 1 of 3. 3.4.2 If the separation from glass to panels is greater than 3 -1/2 ", then the panels shall only be reinforced fastened at overlaps at 1/3 Spans using 1/4 " -20 x 1" sidewalk bolts with die cast alum. washered wingnuts. System "B" components may be used. See Ellvation 12 -et 1 of 3. Man e1_Perez, P.E. Plans aminer II Product Control Division -2- Reinforcement required: Min. Separation to glass: Panel span up to: Design Load: 3.2.1 1" x 1" x 1/8" Steel Tube at midspan and fasteners at 1/4 points with System "A" components 2 1/8" 89" for wall and built out mount 83 -3/4" for ceiling/inside mount +72, -72 PSF 3.2.2 Overlap fasteners at 1/3 span with System "B" components 3 1/2" 'White Aluminum Products. Inc. ACCEPTANCE NO.: 95- 0410.02 1. DESCRIPTION 1. 1 APPROVED : FEB 0 1 1996 EXPIRES : August 15. 1997 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS This approves an aluminum 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. 94 -84.2, Sheet 1 of 3, using 5182 -H38 alloy aluminum, 0.050" thick. 2.2 Panels are rolled formed, have a nominal width of 12.00" and a total width of 13.50 ", forming 2" deep ribs. 2.3 Components shall be aluminum alloys 6063 -T6, "h" header, "u" header, 2" x 2" studded angles, and a 2" x 5.25" (max.) angle. The specific dimensions and thickness of the "h" header, "u" header and 2" x 2" angle depend on whether System "A" or System "B" is being used. 2.4 Tested specimen: Dimensions: 37.5" wide x 84" or 89" long overall 3. LIMITATIONS 3.1 The design will be dependent on the maximum panel span (height) of 7' 5" or 89 ", for wall and built out mount and 6' 11 -3/4" or 83 -3/4" for ceiling /inside mount, to be installed only as outlined on Dwg. No.94 -84.2, Sheets 1 thru 3 of 3. 3.2 Minimum separation to existing glass to protect shall be: 3.3 Maximum clearance between top of panel and inside of header shall be 1/4" . 3.4 Reinforcement: 3.4.1 If the separation from glass to panels is equal to or greater than 2 -1/8" but less than 3 -1/2 ", then the panels shall be reinforced at midspan by a 1" x 1" x 1/8" steel tube fastened to panels at overlaps, using 1/4 " -20 x 3 -1/2" bolts with die cast aluminum washered wingnuts or jacknuts and also be fastened at overlaps at 1/4 points using 1/4 " -20 x 1" sidewalk bolts with die cast aluminum washered wingnuts. System "A" components must be used. See Elevation 11 on Sheet 1 of 3. 3.4.2 If the separation from glass to panels is greater than 3 -1/2 ", then the panels shall only be reinforced fastened at overlaps at 1/3 Spans using 1/4 " -20 x 1" sidewalk bolts with die cast alum. washered wingnuts. System "B" components may be used. See Ellvation 12 -et 1 of 3. Man e1_Perez, P.E. Plans aminer II Product Control Division -2- . White Aluminum Products, Inc. ACCEPTANCE NO.: 95- 0410.02 - 2a - APPROVED : FEB 0 1 1996 EXPIRES : August 15. 1997 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 4. INSTALLATION 4.1 The panels shall be installed only in the following condition: 4.1.1 Wall Mount (Systems "A" or "B ") The panels are secured to an "h" header (Part 3 for System "A" or Part 2 for System "B ") at the head; and to a 2" x 2" alum. studded angle (Part 8 for System "A" or Part 7 for System "B "), using 1/4 " -20 x 5/8" studs w /wing nut and washer spaced at 6" o.c. at the sill, both of which'are anchored to the wall, using the tension anchors shown on Section A, "Wall Mount ", Sheet 2 of 3, of Dwg. No. 94 -84.2, bearing the Dade County Product Control approval stamp. 4.1.2 J3uildout Mount (System "A ") The panels are secured to an "h" header (Part 3) at the head and to a 2.125" x 2.125" x . 125" alum. studded angle (Part 8), using 1/4 " -20 x 5/8" studs w /wing nut and washer spaced at 6" o.c. at the sill, which are in turn fastened using 1/4" Tek screws spaced at 10" o.c. to a 2" x 5" aluminum tube .08" wall thickness turned to provide a 2" max. buildout, which is anchored to the wall as shown on Section E, Sheet 2 of 3, of Dwg. No. 94 -84.2, bearing the Dade County Product Control approval stamp. 4.1.3 J3uildout Mount (System "B ") The panels are secured to a 2" x 2" x .08" alum. studded angle (Part 7), using 1/4 " -20 x 5/8" studs w /wing nut and washer spaced at 6" o.c. at the head and sill, which are in turn fastened using #1/4 SMS spaced at 12" o.c. to the long leg of a 2.25" x 5.25" x 1/8" (max.) aluminum angle (Part 9) used to provide the buildout, which is anchored to the wall as shown on Section B, Sheet 2 of 3, of Dwg. No. 94 -84.2, bearing the Dade County Product Control approval stamp. 4.1.4 Ceiling /Inside Mount (Systems "A" or "B ") The panels are secured inside a top track "U" Header (Part 5 for System "A" or Part 4 for System "B ") at the head, which is anchored to the inside of the concrete lentil opening; and fastened to the 2" x 2" x continuous Studded Angle (Part 8 for System "A" or Part 7 for System "B ") at the sill, using 1/4 " -20 x 5/8" studs w /wing nut and washer spaced at 6" o.c., which is anchored to a concrete slab or bulkhead as shown on Section C, "Ceiling /Inside Mount" Sheet 2 of 3, of Dwg. No. 94 -84.2, bearing the Dade County Product Control approval stamp. 4.1.5 Wall Mount on Wood Framing (Systems "A" or "B ") This installation is similar to the build -out & wall mount condition but anchored to a wooden substrate using the tension wood anchors as shown Section D, "Wall Mount ", Sheet 2 of 3, of Dwg. No. 94 -84.2, bearing the Dade County Product Control approval stamp. 4.1.6 Any combination of the above, 4.2 Anchorage of the aluminum angles shall be to concrete, masonry and/or wood framing and shall consist of only the anchors, embedment and spacing specified on Drawing No. 94 -84.2, Sheets 1 thru 4 of 4. Substitution of anchor type or indicated embedment is unacceptable and requires to be engineered separately. Fasteners must have their own Notice of Acceptance. _ea,A Man Perez, P.E. Plansfaminer II Product Control Division White Aluminum Products, Inc. ACCEPTANCE NO.: 95- 0410.02 APPROVED : FEB 0 1 1996 NOTICE OF ACCEPTANCE• PECIFIC ONDI EXPIRES : August 15. 1997 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 Each opening shall have a legible permanent warning note instructing owner or tenant to secure panels at lap joints with applicable reinforcing: 1" x 1" x 1/8" steel tube and fasteners OR fasteners alone, 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. 94 -84.2, Sheet 1 thru 3 of 3, 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. 6.3 This revision supersedes Notice of Acceptance No. 94- 0614.05, dated 08/15/97. -2b- Man - 'erez, P.E. Plan O II Product Control Division TEST TEST LOAD DESIGN LOAD Deflection LARGE MISSILE IMPACT TEST SFBC PA 201 -94 SATISFACTORY CRL- 6084 -4A Max.. 3 -1/2" CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 POSITIVE +93.6 PSF CRL- 6084 -4A +72.0 PSF CRL- 6084 -4A CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 NEGATIVE -93.6 PSF CRL- 6084 -4A -72.0 PSF CRL- 6084 -4A UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 POSITIVE +108.0 PSF CRL- 6084 -4A +72.0 PSF CRL- 6084 -4A Max.. 1.01" UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEGATIVE -108.0 PSF CRL- 6084 -4A -72.0 PSF CRL- 6084 -4A LARGE MISSILE IMPACT TEST SFBC PA 201 -94 SATISFACTORY CTC -94 -007 Max.. 2.125" CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 POSITIVE +93.6 PSF CTC -94 -007 +72.0 PSF CTC -94 -007 CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 NEGATIVE -93.6 PSF CTC -94 -007 -72.0 PSF CTC -94 -007 DESIGN PRESSURE RATING +72.0 PSF -72.0 PSF White Aluminum Products, Inc. ACCEPTANCE NO.: 95- 0410.02 RESULTS: - 2c - APPROVED : FEB 0 1 1996 EXPIRES : August 15. 1997 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 7. TESTS PERFORMED TESTS: Man • ' erez, P.E. Plans Product Control Division aminer II ',White Aluminum Products, Inc. - ACCEPTANCE NO.: 95- 0410.02 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 8. EVIDENCE SUBMITTED 8.1 Tests: 8.1.1 Test report on: 1.) Uniform Static Air Pressure Loading, per PA 202 -94 2.) Large Missile Impact Test, per PA 201 -94 and 3.) Cyclic Loading Wind Pressure Test, per PA 203 -94 of aluminum storm panels with bolts at overlaps at 1/3 span, prepared by Construction Research Laboratory, Inc., Report No.CRL- 6084 -4A, dated May 25, 1994, signed and sealed by Vipin N. Tolat, P.E. 8.1.2 Test report on: 1.) Uniform Static Air Pressure Loading, per PA 202 -94 2.) Large Missile Impact Test, per PA 201 -94 and 3.) Cyclic Loading Wind Pressure Test, per PA 203 -94 of aluminum storm panels with a 1" x 1" xl /8" steel tube reinforcing at midspan and bolts at overlaps at 1/4 span, prepared by Construction Testing Corporation, Report No.CTC -94 -007, dated December 7, 1994, signed and sealed by Christopher G. Tyson, P.E. 8.2 Drawing: 8.2.1 Drawing No. 94 -84.2 White Aluminum Products, Inc., .050" Aluminum Storm Panel, Sheets 1 thru 3 of 3, prepared by Knezevich & Associates, Inc., dated 05/17/94, revision 1 dated 02/17/94, signed and sealed by V.J. Knezevich, P.E. 8.3 Material certification: 8.3.1 Mill Certified Inspection Report, dated 02/09/94, for Aluminum Alloy 5182 -H38 by Alumax Mill Products with chemical composition and physical properties. 8.3.2 Tensile Test Reports from QC Metallurgical, Job No. 4LM -3150 dated January 4, 1995 for Aluminum sample #94- 007 -MT -1, tested per ASTM E8 -93, signed and sealed by Frank Grate, P.E. 8.4 Calculations: 8.4.1 Anchor calculations prepared by Knezevich & Associates, Inc., dated April 06, 1995 signed and sealed by V.J. Knezevich, P.E. - 2d - APPROVED : FEB 0 1 1996 EXPIRES : August 15. 1997 Mantcl- Perez, P.E. Plans miner II Product Control Division White Aluminum Products. Inc. ACCEPTANCE NO.: 95- 0410.02 APPROVED : FEB 0 1 1996 EXPIRES . August 15. 1997 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(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. 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 Entry Prevention, Chapter 3 Florida Building Code. END OF THIS ACCEPTANCE - 3 - e South Manue 'erez, P.E. Plans Exa 0 1' er II Product Control Division Date Signature of owner and /or Condo President Date: Notary as to Owner and /or Condo My Commission Expires: ** * * * * .S FEES: PERMIT RADON C.C.P. APPROVED: Fire Zoning Buil Mechanical Plumbin PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Job Address -- (07 N o 012, / I � Legal Description LOT 2; Ci I /2- 2-2 f (oc 6 t1 ' mod, SSG 2-- Owner Lessee / Tenant � /�A /�U,rg a / �`tlsi t' Master Permit #,(7,...5 Owner's Address 7C 7 Ai V f3 kJ.) able C I 12/4/17/ S176/&S Phone Vi Contracting Co. o tA, -e� 2. Address Qualifier SS# - - Phone State # Municipal # Competency # Ins.Co. Architect /Engineer Address Bonding Company Address Mortgagor Address Permit Type(circle one)(BUILDINO ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING PENCE SIGN WORK DESCRIPTION f a; 5 • L L i l 1 i no.a t usl S !}^ I_.e..tsvd0 . c.1 ry. `,) Square Ft. 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. Signature of Co actor or Owner- Builder Date: tary as to Contractor or Owner- Builder ommiss * Tax Folio 113Z O (o 14 17 S0 (o data 4/L11 ARY 7A6/9? 1 1 & OFFICIAL NOTARY SF:). ) _ /., BARBARA ANN FUGA"1LI ■ t `-)11 * COMMISSION NUMBER 4 eC * CC36b191 * ** S MY COMMISSION EXP. ' o i l Other Electrical Engineering r 'METROPOLITAN DADE COUNTY, FLORIDA 40 gia METRO DADE Id O Binnings Pan American 2805 N.E. 185 Street Miami, F1. 33163. P.134D11S_T_ CON' l'RQU_.NQT_I.CE_OF_ACCEi'TAN.CE Your application for Product Apprdval of S.g.r.iea_m71.4_,I1.millnum_$Jl9.e Hung Window _DH 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 7;esting_l.,aboxatory ReQglEt #MV -I4LI9. Lirtgl... FTOLLdat.e Ilarch 22, _199.1, _c:UmPara xy_e IMO er__fi Asociat es dated 4- 22 -91, has been accepted by Product Control to he used in the Unincorporated areas of Dade County under the Specific Conditions set forth on pages 2 -2h and the Standard Conditions on Page 3 102_r_.G.l zed Products ACCEPTANCE No.: 91- Q519.2 APPROVED: MET11O•DADE CEN rErl ROARD OF RULES AND APPEALS CODE ENFORCFMF.NT SUITE IOtO 11! N W 1st STPF.Er MIAMI. FLORIDA 31128 1974 (305) 375 -2512. Gil. Diamond, P.E. APPROVED : __�L41. M _,___ l . 9 . 9 _ l ..____� / Product Control Division Supervisor EXPIRES : March 22,_139.5 * *F.EEASE NOTE ** 1III.S_LS_T11E COVERSi1EEL SEE_ADDZTIONAL_FAGES _FOQ_SPECIFIC_At1U GENERAL CONDITIONS @OAA[LQE RULES_ANU._AP'EALS_NOT10E_OE ACCEPTANCE This application for Product Approval has been accepted by the Metropolitan Dade County Board of Rules and Ap- to be used in the Incor.por.ated and Unincorporated areas of Dade under the conditions set forth above. Charles Danger, UP . E . Deput :y Secretary Metropolitan Dade County Board of Rules and Appeals r �,_I31I1(l tg�_��Il L�tlle�:_��aJ1�- - - - -._ ACCEPTANCE No.: _91 D E.SQRIP_TI QN._QE_U.NT.T KQQEL_QES_I_G.HATI OH PA-14 Aluminum Single Hung Window DH -R35 REINFQRCEMEH -T1 None HDTI.CSQF_AC.C_FP AN CE____SP_ECI.FIC GQN.QI.TIQNS APPROVED - July' 8, 1991 EXPIRES : March 22, 1195 AS S IG H E D_AC CEP_TANCE_MARKi.HG.S AAMA 101 -88 DH -R35 Dade County Approval #91- 0510.2 Expires! March 22, 1995 Approved for installation up to 25. ft. above grade. OVEBALL LZE1 CAUTIONI Elevation must be reduced in 3' - 9' by 6' - 6 7/8" high the coastal construction zone 112 ,__{c_SLZE._.QF_YENT 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 (O /X). YtEATHEQSTR.I.PP_ZN31 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. O.ERATWRS &e_LQCATIQNS_t_ Spring and pulley balances. One metallic cam lock at midspan of vent top rail. GLAZILIG_MATERIAL. Fixed light 3/16" annealed; vent, single strength annealed glass. GLAZLHLMETHQQt Exterior glazed using adhesive bedding compound and rolled aluminum glazing bead. VLEPHQLESJ One 3/4" notch in each end of sill weathering flange. One 1 1/4" notch in each end of sill screen retainer. MllNTINS3 One horizontal and three vertical in vent (1 over 8). -2- it Diamond, P.E. Product Control Division Supervisor. sr Binnif.q._.Pafl Amexican 110Q1ICE_UE_ . CCEPTANCE; SPECIFIC CQRDI_.TkQNS. A[2D_ITIOHIIL_DE_SCRIPTION= A 2.42" overall interior sill flange used. Standard vent top rail used. TFST�: SCRFI9S__ANO_BETNOD OF_ATTAC.IIMERT INTERIOR WINDLOAD: 54.0 p.s.f. SILL 3 # 10 x 1" CP P11 SMS EXTERIOR WINDLOAD: 54.0 p.s.f. HEADER: 2 # 10 x 1" CP PH SMS WATER RESISTANCE : 10.40 p.s.f. AIR INFILTRATION : 0.29 cfm /sf FORCED ENTRY MTL 14772 A.F!PIiOYEDEOR_ELEYAT_xONSMP T0.3_ 25. 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 rlorida Building Code. - 2a- ACCEPTANCE No.: 9170510_ APPROVED 1991 EXPIRES March 22, _ 19.5 JAMBS : 5 # 10 x 1" CP PH SMS MOTE_ ;_ Elam.? e see Note J l l, Page _3 Gil Diamond, P.E. Product Control Division Supervisor t \ �\ - ` • t120 10.E PSF . \`\ t - ---.. t _ /, � i '�� I 1 r _. L 1 1 _ __ innL s_P_d rn9 .xc �.n E 5 L 0 60 0 _ 50 P 5 F • STAII0MD VE ?IT TOT' RAIL • 1 /8 011 -1135 MIL 1. 718 TEST LOAD +/- 54.0 PSF 120 110 100 90 80 70 40 3 2 NO' Cl; OF ;S: SUCL 'IC CONi)1TIONS 30 34 38 42 46 WIDfII IN IIICHES - 211 -- ACCEPTANCE No.: ___11.051J1,2 APPROVED July 8, 1._191 EXPIRES • March 22. , 1995_ TEST 01111 SIZE: 95.0" X 78.875'_ 50 54 Al Diamond, F.E. Product Control Division Supervisor 39.375" 50.825" 83.0•• 79.875" • 90.0" . 98.0" . • ORIEL REVISED 6 -18 -91 NOTLQE Q A C.EP_TALcC1i: 3 'I'ANUAItl1 QQN.11U1QNS FO,R LAZ .0 P13,DUU:'IS 1.. For nntltiple window installations, approved mullion drawings and calculations must be filed with Product Control. 2. This ncceptnnce will qualify srnaller units of the same design and materials as the unit tested. 3. All 4tnil's m. mat he inl)eiec1, __giving the !nanuf>:tcture.rLe fl8iP _12ad_e Coo ty ProduS.t tUon1tr9._Ap r vaLNttnlber,__aP.o.r2ve(L e1_eYatiun_atuLsi.a.te_si expit_a.1<iDn. 4. Extension of Acceptance may he considered after a new npplication has been filed and the supporting clntn, for test reports less than four (4) years old, has been re- evnlunted. 5. Any revision or change in materials, use or ntnnufncture of the product shrill nutomnticnlly he cnuse for tertninntion, .unless prior npproval is grunted for revision or chnnge. G. Any unsntisfnctory performance of this product or n chnnge in Code provisions shall be grounds for re- evaluntion. 7. 'l'Itia ncceptnnce shall not he used as an endorsement of nny product sales or advertising purposes. 8. Windows and sliding doors have been tested in nccordance with the Antericnn Nntionnl Stnndnrds Institute's specificntions and the Architectural Aluminum Manufacturer's Association Stnndnrds ANSr -AAMA .1.0.1 -85 or for wood units ANSI /AAMA 302 and 402 and for vinyl units ASTM I)- 4099 -82. 9. Swinging doors shall be tested for positive and negative wind pressures as per Chnpter 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. 1.1. The spacing of fasteners shall be as tested or 24" whichever is less. Iile sir a_t_ faate. ner __steal.l_be__located__a.__n? imurn_o£ G "_fEom_eaolL.c9Clier and mullion or stile. Minimum penetration of fastener shnll 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 b2, No. 8 for first and second floor instnl1ntions and No. 10 for nll other floors nbove the first and second floors. ail Diamond, P.E. Product Control Supervisor Metropolitan fade County Building & Zoning Department .Xeller Industri g_ Inc 'ACCEPTANCE No.: 91- 0131.6 DESCRIPTION OF UNIT 'MODEL DESIGNATION Series 501 Aluminum Single Hung Window DH -R 35 OVERALL SIZE: 4' - 5 1/8" by 6' - 2" high REINFORCEMENT: None NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS -2- APPROVED March 11. 1991 EXPIRES Jan. 29. 1995 ACCEPTANCE MARKINGS ANSI /AAMA 101 -88 DH -R 35 Dade County Approval #91- 0131.6 Expires: January 1995 Approved for installation up to 25. ft. above grade. CAUTION: Elevation must be reduced in the coastal construction zonE No. & SIZE OF VENTS: One, 50 7/8" by 37 1/8" high; one fixed light at top with a clear opening of 49 3/4" by 34" high (0 /X). WEATHERSTRIPPING: Single pile at fixed meeting rail; single pile with integral plastic fin on exterior of each jamb rail of vent.° Single vinyl bulb at vent bottom rail. Single plastic guide near bottom and at midspan on the interior of each jamb rail of vent (4 total). OPERATORS & LOCATIONS: Spiral balances. Single metallic cam lock, 8 1/2" from each end of vent meeting rail locking into a groove in fixed meeting rail. GLAZING MATERIAL: Double strength annealed glass in fixed light over vent. GLAZING METHOD: Exterior glazed using adhesive bedding compound. WEEPHOLES: 3/8" notch at each end of sill screen retainer. 1/4" notch at bottom of each exterior jamb flange. MUNTINS: Single horizontal muntin in vent (1 over 2). ADDITIONAL DESCRIPTION: 1 5/8" overall interior sill height. Standard meeting rails used. Gil biamond, P.E. Product Control Supervisor Metropolitan Dade County Building & Zoning Department 2.2.3.6.1 Operating Force Expeditious service Conscientious testing Paragraph Number Title of Test MIAMI TESTING LABORATORY, INC. '640 West 32 Place Hialeah. Florida 33012.4585 Phone: 305.822.1141 SPECIFICATION CONFORMANCE TEST REPORT MANUFACTURER: Keller Industries, Inc. DESIGNATION: DH- R35 /F.E.R. ADDRESS: 18000 State Road Nine SPECIFICATIONS: ANSI /AAMA 101 -88 Miami, Florida 33162 AAMA 1302.5 -1976 TEST SAMPLE SIZE: 4' 5 1/8" by 6' 2" high SERIES: 601; Aluminum Single Hung Window DESCRIPTION OF SAMPLE TESTED NO. & SIZE OF VENTS: One, 51" by 37" high; one fixed light, frame glazed at the top with.: a clear opening of 49 3/4" by 34" high (0 /X). WEATHERSTRIPPING: Single pile on exterior of vent jamb rails, Schlegel 8416 -270 and in vent top rail, Schlegel 8316 -187. Single vinyl bulb in vent bottom rail. One plastic guide on interior of vent jamb rails, 1 3/4" and 19 5/8" from bottom of each. OPERATORS & LOCATION: Spiral balances. One metallic cam lock, 8 1/2" from each end of vent top rail. BLAZING MATERIAL: Double strength annealed glass "LAZING METHOD: Exterior glazed using adhesive bedding compound; a false muntin frame, Jnstructed of an extruded aluminum hollow section with mitered corners and corner keys used in lieu of glazing bead.. The frame is retained in vent and fixed light frame, using two stainless steel spring clips in each side section. WEEPHOLES: One weep notch, 1/4" by 1/8" at bottom of each frame jamb. MUNTINS: None REINFORCEMENT: None ADDITIONAL DESCRIPTION: Flange type frame. PERFORMANCE TEST RESULTS Measured 2.1.2 Air Infiltration Test at 1.57 psf 0.34 cfm /ft. 2.1.3 Water Resistance Test: (ASTM E547/E331) With and without screen, no leakage at 6.10 psf 2.1.4 Uniform Load Structural Test: Exterior Load Interior Load Permanent deformation 54.0 psf 54.0 psf 0.108 inches 15 pounds 5t ECEI OCT 1 n 1990 NGiNEEP'NG DEPT. Lab. Number MTL -14496 File Number 90 -212 Date: 10 -8 -90 Report Number 15 Page 1 of 2 J- 44476.gjw Allowed 0.37 maximum 2.86 minimum 22.5 minimum 22.5 minimum 0.204 maximum 35 maximum IS REPORT IS SUBMITTED FOR THE EXCLUSIVE USE OF THE CLIENT TO WHOM IT IS AODRESSED. ITS APPLICATION IS ONLY TO THE SAMPLE TESTED AND iS NOT NECESSARILY INDICATIVE OF THE OUF.L. OFAPP *PENTLY • MILARORIDENTICALPROOUCTs. PU8UCATIONOFSTATEMENTS. CONCLUSIONSOREXTRACTSFR OMORREGARDINGOURREPORTS. OROFANYOfOUR .IUirunirrt.,I!1 newer - ?xpeditious service '' testing PERFORMANCE TEST RESULTS Paragraph Number Title of Test Measured Allowed 2.2.3.6.2 Deglazing Test: No disengagement of: Horizontal rails at 70 pounds Vertical rails at 50 pounds Percent Deglazement 6 percent 2.7.1 Forced Entry Resistance Test: AAMA 1302.5 -1976; Paragraph 3.1.1 Test A through 3.1.5 Test G No entry Section 3, Optional Performance Class: 3.3 Water Resistance Test:(ASTM E547/E331) With and without screen, No leakage at J.4 Uniform Load Structural Test: Exterior Load Interior Load' Permanent deformation Test Completed - October 8, 1990 -2 Keller Industries, Inc. 2 - ALI 1 - Keller Industries (Metro) 1 - City of Sunrise 1 - City of Coral Springs 1 - Hernando County a.. 54.0 psf 54.0 psf 0.108 inches James W. Bailey President Lab. Number MTL -14496 File Number 90 -212 Date: 10 -8 -90 Report Number 15 Page 2 of 2 J-44476. g j w 70 minimum 50 minimum 99 maximum None allowed 6.10 psf 3.00 minimum 30.0 minimum 30.0 minimum 0.204 maximum Remarks: This test report does pot constitute certification of this product, but only that the above test results were obtained using the designated test methods and they indicate compliance with the performance requirements (paragraphs as listed) of the above referenced specifications. MIAMI TESTING LABORATORY, INC. 3 .2.. Escr\tts RI;v4 kki " J DC`A , 1 ,0 ■Ck I (4'44. sti."-+Ic. Na io.■r) y5s+,..a,A*1 cc!) f L _ o t 0 tz 93 17, • FEDERAL HOUSIN - nr.r.VRTPTiON ¢' gttmr .taw L , • Reviewer: Claudio Grande C.B.O 305 - 795 -2204 Ext 430 Miami Shores Village Building Department BUILDING CRITIQUE S. - ET 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 au,s )4,t) e‘b ,s i,t)c2 (6,t) .A,t -x( GQQ ix-g Permit No. Re D<o - Z g �o Job Name Date MIA � BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION iteveo-t_ MIAMI -DADE COUNTY, FLORIDA METRO - DADE FLAGLER BUILDING 140 WEST PLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375 -2901 FAX (305) 375 -2900 NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Tec Drive Nokomis, FL 34274 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION; Series "11S 710" Aluminum Horizontal Sliding Window APPROVAL DOCUMENT: Drawing No.4112, titled "Aluminum Horizontal Sliding Window", sheets 1 through 6 of 6, prepared by PGT Industries, dated 2/16/98, with revisions 12/29/03 signed sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Mrssr&e Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement " Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA 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 NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building OfficiaL This NOA revises NOA # 02-0305.02 and, consists of this page 1 and evidence page E-1 and E-2, as well as approval document motioned above.. • .. The submitted elpcumfatatie evr"e /ea by Theodore Berman, P.E. • IZC W"2.86 ... .. • • • .. • • .. • • . • • • • • • • • • • • • • • • • • • • • • .. • • . • • • • • • • • • • .. • ... • ... • ... • • • • ... • • • • • • • • • • • • • • • • • • • • • • • • • • • .. .. ... • • • ... • • NOA No 03-0612.06 Expiration Date: May 20, 2007 Approval Data April 08, 2004 Page 1 NOTES: LARGE MISSILE IMPACT WINDOWS 1. GLAZING OPTIONS: A. 5/16" (.350) LAMINATED CONSISTING OF AN .090 PVB INNER LAYER OF DUPONT BUTACITE OR SAFLEX /KEEPSAFE MAXIMUM BETWEEN (2) UTES OF 1/8" ANNEALED GLASS. B. 5/16" (.350) LAMINATED CONSISTING OF AN .090 PVB INNER LAYER OF DUPONT BUTACITE OR SAFLEX /KEEPSAFE MAXIMUM BETWEEN (2) UTES OF 1/8" HEAT STRENGTHENED GLASS. C. 13/16' LAM/ I.G. GLASS CONSISTING OF: 1/8" HEAT STRENGTHENED CLASS, 3/8" AIR SPACE AND 5/16" LAMINATED GLASS. THE 5/16' LAMINATED COMPONENT CONSISTS OF AN .090 PVB LAYER OF DUPONT OR SAFLEX/KEEPSAFE MAXIMUM BETWEEN (1) UTE OF 1/8" ANNEALED CLASS AND (1) LITE OF HEAT STRENGTHENED GLASS. D. 3/8 AIR SPACE AND GLASS 106" LAMINATED FGLA/SS. HEAT THE 5 /18GT GLASS, LAMINATED COMPONENT CONSISTS OF AN .090 PVB LAYER OF DUPONT OR SAFLEX/KEEPSAFE MAXIMUM BETWEEN (2) UTES OF 1/8" HEAT STRENGTHENED GLASS. 2. CONFIGURATIONS: XO or OX 3. DESIGN PRESSURE RATING: SEE TABLES 1 -3 ON SHEET 2 B' MAX j 63" MAX HEIGHT 58 1/4" MAX FIXED UTE DAYUGHT OPENING 6" MAX. 74" MAX WIDTH 33 5/8" MAX 33 5/8" MAX DAYUGHT DAYUGHT OPENING OPENING 1 1 { r 1 61 MAX 4" MAX SEE NOTE 4 ON MEETING RAIL ANCHORAGE ELEVATION 4" MAX 57" MAX VENT DAYLIGHT OPENING 1 - . - i.i.1101 _11t 141�n 1♦tiFY/4 CIDIPTIA VMUIC11/1 )/t 7 re i l 7 i'L•7 1iF N firNriTill1IWII Mum 606 01:IFF1`f/ [710:1 >� 4F71 !11 G1)*1'1tTT7i 151ti)>1111KiXg11 r: 11 1,T,1 111101'114 1FF E P V.X=ONIMIIMIE [F7 EYAIIIIIIFZIMOM ! maids >nyn;r.�i�Z11�I�G .mykl■ i73 rri i:1��I��Z iLt LT.`liMIUMA TT. illienriVII.N5141■ •1M1111t mld an o vent LIE". � agiikk • r LINIKOLOILMEEMMINIMOMMULIFECI a 1 l'i,PiL� Z a fT rI in) �fi n' FASTENER III? : vI Fall OMF411ftIMi'lagiina- cau;)1•I.!T IIIPStt-3L:Syi 109 (t 20 0 mid. ..n rams 8111 MINIATURE DIE CASTING 1 FLAN E FRAM JAMB Alum. 6063 - 612225 2 Fl1C'L4I:= 51vr- ri iFgillIlMI :IMI IZ1E'3 .•I 2 ai•�tel7dbff14 Hi C:1 • 71 FEMME 1� (11111 !L1L'If1' u• DI C.:�ii 070 611.11 F 0111.4311111411N111♦FI 1OLD -111t i lnilE111173 •♦1!RAlii*I. ii4 t121F F EIPIK1141C3SC77LT1 1E3411 4I i1:ikd'1 m' :. ill E9t!ii•. MUM �T. •I.1TIMM =I T • - ` Fi7P:li11,11 ;F7i71911- = 111 t :IFZC1 1i I. • -- 4. P -111 Itiibl�l: ` I�1 >Egli:[�i,Lfii.Ei;F4areilE3. alLi.;LL•' EMAIL I'.INWIN •` L]LCEJ Ell EIE IZE*.L YATIE !!•3I >ILi�IY� t 11:1i1 Ti _13P. t.3: 611C'r1rJ�Ft!'1 :# 1 1Ilg:1ll.'• -V � 060 IZ•1Q4- F3•II!?C•I .1 • • ,r. l 7iMEI 11M►L4i11 �i051 ∎Mi.1 I5 r0E-1 E SL :1l4JJ.3:411 1i�_1!!(�l1i: M T 191114( E1 • 121.1.1 I 29/03 723/0J 44 03 9 8/02 2 16/98 • • REUDYE O81 29 CLASS F 9% 10nEN26• ithnia E ms - 2 3.6 ADO 129 -132 ritifSED MOrE 1 • • ALUMAX AF - 2 5 1 .: y. 64054A AF -1 47 .XX ALUMINUM HORIZONTAL SLIDING WINDOW Row SrM1/1b6t So•I•: 55.40 Om*, Ma R• NS -710 I NTS 1 a 6 4112 G MAX Y DESCRIPTION V.T. / OTY. /VOCATION VENDOR VENDOR / 4. ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS d�PER SHT 5. • • • • HFA O &, SILL: + mum • • • MAX. 6' FROM CORNERS. I i =u4S6 ~� MAX. 4" & 8 i " ON EACH SIDE OF MEETING RAIL CENTERUNE Ar OC► . a MAX. 1 5" SPACING. i ' '' •Y MAX FROM CORNERS. MAX 12 1/2' SPACING. 5. SHUTTER REQUIREMENT: NO SHUTTERS REO'D. 6. REF. TM REPORTS: .FTL -1969 & FTL -3740 01 i to P Ranal. G.rk. P.F.. PE N39712 Rh•ic4r 1070 1ECN10LOGY Gb9E NOXO105. FL 34275 P.O. OOX 1529 NOMg11S, FL 34274 lbw? ffr F.K. Mode F.K. Nod li F.K. F.K Oren 90 D.B. ••• ••• • •••• • • • •• • • • • • • •••• • • • • • •• •• • • • • • • • • • • • • • •••• • • •••• OX ELEVATION & R.O.M. ( MISS ) • WINDOW WIDThs t 28. 0 37.000 44. 5S f2 60.000 63.000 88.000 70.000 74.000 26. 68.7 66.7 66.7 66.7 86.7 66.7 88.7 66.7 86.7 300 -75.0 -75. -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 68.7 687 =75.0 68.7 -75.0 66.7 -73.5 88.7 -69.4 85.5 -85.5 60.8 -60.8 58.2 38.37 -58.2 44.000 68.7 -75.0 68.7 66.7 68.7 82.0 58.9 56.8 53.7 51.3 -75.0 -75.0 -73.1 -62.0 -58.9 -58.8 -63.7 -51.3 66.7 88.7 68.7 61.8 54.8 51.7 49.0 46.3 44.2 50.625 59.300 60.300 -75.0 -75.0 -75.0 -61.6 -54.8 -51.7 -49.0 -46.3 -44.2 WINDOW HEIGHTS 86.7 68.7 88.7 58.0 46.0 43.0 41.2 39.1 37.4 -15.0 -75.0 -75.0 -58.0 -48.0 -43.0 -41.2 -39.1 -37.4 66.7 66.7 88.7 55.0 45.1 42.2 40.4 38.3 38.8 -75.0 -75.0 -75.0 -55.0 -45.1 -42.2 -40.4 -38.3 -36.8 61 88.7 66.7 68.7 54.2 44.3 41.3 39.5 37.4 38.1 300 -75.0 -75.0 -75.0 -54.2 -44.3 -41.3 -39.5 -37.4 -38.1 68.7 68.7 66.7 53,4 43.7 40.5 38.7 36.8 35.5 62.000 -75.0 -75.0 -74.0 -53.4 -43.7 -40.5 -38.7 -36.8 -35.5 66.7 68.7 68.7 52.7 43.2 40.0 37.9 36.1 63.000 -75.0 -75.0 -52.7 -43.2 -40.0 -37.9 -36.1 34.8 T -34.8 COMPARATIVE ANALYSIS TABLE 1. GLASS TYPES A & C FTL -1969 & FTL -3740 A. 5/16" LAMINATED (1/8" ANN • ED, .090 PVB, 1/8" ANNEALED) C. 13/16" LAMI I.G. - 1 /8 "HEA - '1- GTHENED, 3/8" SPACE, 5/16 LAMI (118 "HEAT STRENGHTENED, .090 PVB, 1/8 "ANNEALED) -75.0 -75.0 1111111ff1 7 4:1• Ej'EA♦ 0 MIL3F.TTT)• =Mall :Tc .0. ► 88.7 -7 • .0 66.7 88. -7 .0 (;i, 14:161 MI" - - .0 CAM =LI MU 66.7 - 75.0 66.7 -7..0 66.7 fffal 66.7 gfkla lar j IOW - 75.0 68.7 - 5.0 88.7 -75.0 tail -75.0 ION -75.0 -75.0 66.7 illa►J i -75.0 4al 66. Eti (;ffig wai gum -75.0 tan ILAN - .0 t WWI ILIA c 68. -75.0 -75.0 -75.0 -75.0 -75.0 28.500 3 44. , .4 53. 25 J ' . 01 68.7 -75.' [UM MUM L 83.000 88.7 - . ROA 68 . .0.1 68.7 -75.0 WSJ 70.000 88.7 -7 .0 88.7 - 75.0 66. -75. ' 66.7 -7..0 74.000 66.7 - 75.0 68.7 - 75.0 68.7 -75.0 68.7 -75.0 ;' : . -75:0 . . -- - 66.7 - 74.8 68.7 -73.5 4.9 68. .5 66. 66.7 -72.2 66.7 - 70.9 66.7 -89.6• COMPARATIVE ANALYSIS TABLE 2. GLASS TYPES B & D FTL -1969 & FTL -3740 8. 5/18" LAMINATED (1/8" HEAT STRENGTHENED, .090 PVB, 1/8" HEAT STRENGTHENED) D. 13/16" LAMI I.O. - 1/8 "HEAT STRENGTHENED, 3/8" SPACE, 5/16 LAMI (1/8 "HEAT STRENGTHENED, .090 PVB, 1/8"HEAT STRENGTHENED) WINDOW WINDOW HEIGHTS WIDTHS NOTES; A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). 8. POSITNE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPUCABLE IN MIAMI -DADE COUNTY. 1070 TECHNOLOGY 0 N0K0Y6, l. 34271 P.O. Box 1529 MOKP O, il. 3427. Rend ay: F. K. Rowel Er F.K. 12.29/03 F -UPDATE TABLES 7/23/03 4/4/03 D.B. 2/ 16/98 • • �� • •• " � F- CORRECT TA& J 'a' �w"�.n9r9rr • r• •• • i • • • • • • •. .• • • • ••• • • • •• • r 6/02 ( =CASED TABLES • •••••• • • •••• • • • GLA SS TYPE COMPARATIVE ANAL?SIS ALUMINUM HORIZONTAL SLIDING WINDOW sow libh* swe Srr.b 0re•1p Nw Hs -no NTS 2 • 6 4112 O UT S IDE 1/8' HEAT STRENGTHENED GLASS .090 SAFLEX KEEP /SAFE MAXIMUM ® OR DUPONT PVB INTER LAYER 1/8' ANNEALED OR HEAT _ STRENGTHENED GLASS 3/6' AIR SPACE 1/8' HEAT STRENGTHENED – GLASS ®9OR®2 0 t. -- VTL GLAZING DETAILS: 13/16" (.825) I.G REFERENCE TEST REPORTS: FTL -1969 & FTL -3740 0 5/16' LAMINATED --I 13/16 NOM. 1/2' GLASS BITE TYP. FJ a INSIDE ® 1 /2* � �� GLASS OUTSIDE 1 � - - � F' I ' , INSIDE TI) 1 1 1/8' ANNEALED GLASS – O .090 INNER LAYER (DUPONT W/BUTACITE OR SAFLEX /KEEPSAFE MAXIMUM) 4 aI LCWIIP.B. PE 639712 Btu Ural -- 1/8' ANNEALED GLASS 11110•UCT UMW GLAZING DETAILS: 5/16" (.350) LAMINATED GLASS Amourr. • 1070 TECHNOLOGY DRIVE NOKOMIS. R 34275 P.O. 902 1529 NOKOMIS. R 34274 F.K. Itiffed RA F.K. liwyd 6'w• 4+ D .B. OUTSIDE 4/4/03 I/02 2/18/98 a 1/2' �S © f' 1 INSIDE BITE r� 1/8' HEAT STRENGTHENED GLASS I /8' HEAT STRENGTHENED -- GLASS 7 23/03 F-4119I 17 Sall • • • • • • E–ADO IJ /I6 11 • GLASS fl1 • . ••• • •• •••. • I•• • • • • •r•• • • • .090 INNER LAYER — (DUPONT BUTACITE OR SAFLEX /KEEPSAFE MAXIMUM) • • • • • •• • • ••• • • • • •••• • • • •••• • • .• • •• • • SECTIONS & GLAZING DETAILS • ••• T114: ALUMINUM HORIZONTAL SLIDING WINDOW /Llaau: seal. 55441: 01•.H• N•. itw: HS -710 NTS 3 N 6 4112 G EXTERIOR VERTICAL SECTION ROUGH OPENING ROUGH OPENING 2.784 MAX. WIDT O 0 © MAX. DAYLNHT OPENING 0 MAX. OA • 1 *PI 1 m ■1 Clerk P.E. PO 039712 8.uctu.l HORIZONTAL SECTION • 1:111 -J1.1I 1070 TECHNOLOGY ONVE NOKOMIS. R. 34273 P.O. 802 1520 NOKOIIIS. FL 34274 2.643 —^ EXTERIOR .703 — .500 2.781 \ ROUGH OPENING a..Wcc .. . •••• SECTIONS & GLAZING DETAILS • • .' ALUMINUM HORIZONTAL SLIDING WINDOW s.wylwse scow: NNW: gm** No. Kw: HS -710 NTS I 4 . 6 4112 G • • • • • • • • • • APPROVED WOOD BUCK (SEE NOTE 4.) m3/16" TAPCON (SEE NOTE ) TYPICAL HEAD SECTION SUBSTRATE ANCHORING 4/16" TAPCON (SEE NOTE 1) TYPICAL SILL SECTION SUBSTRATE ANCHCRINQ 1 1/4' MIN. 1/4" MAX. j SHIM TYPICAL HEAD SECTION WOOD ANCHORING #12 WOOD SCREW APPROVED 2x WOOD BUCK (SEE NOTE 3.) TYPICAL SII L SECTION WOOD ANCHORING APPROVED 29 WOOD BUCK (SEE NOTE 3.) 1 1/4" MIN. 1/4" MAX. J SHIM /12 WOOD SCREW Q 1 1/4' MIN. 1/4" MAX. SHIM 933/:6" TAPCON (SEE NOTE 1) 1/4' MAX. SHIM Ra•rt L C1rk PE. PE 939712 Structural NOTES. 1. USE ONLY MIAMI -DADE COUNTY APPROVED ELCO TAPCONS. 2. REFERENCE TEST REPORT: FTL -1969 & FR.-3740 3. INSTALLATION OF 2x WOOD BUCK TO THE SUBSTRATE ENGINEERED SEPARATELY AND TO BE REVIEWED BY BUILDING OFFICIAL. 4. INSTALLATION OF 16 WOOD BUCK TO THE SUBSTRATE TO BE ENGINEERED SEPARATELY. APPROVED WOOD BUCK (SEE NOTE 4.) TYPICAL JAMB SECTION SUBSTRATE ANCHORING • r. • 1070 TECHNOLOGY CANE NOKOMIS, FL 34275 P.O. 809 1529 NOKOMIS, FL 34274 1 1/4" MIN. 1/4" MAX. SHIM 1 Rind Sy. F.K. RwM y: F.K. R..r� 112 WOOD SCREW 12 229/03 72 3/03 4 4/03 0 (7 6/02 D 9 2/16/96 Oaa•••ir ANCHORAGE IR1.: APPROVED 2x W000 BUCK (SEE NOTE 3.) TYPICAL JAMS SECTOON WOOD ANCI MRINt • • I ` �y 1r -- 112 Npoidirm F REMOIE 3/16 W ' R ENO CMG m Ste R E V30 NOTES 3 14 • •• •• • •••• • • •• •••• • • • • • ••�• • • 1 1/4" MIN. •••• • • •••• • • • • • •• •• • • • • ••• • • • •• • •••• • • •••• •••• • • • •• • ALUMINUM HORIZONTAL SLIDING WINDOW 55.154/I1aAC Sca5K Mee 6•iy Ma Ike HS -710 NTS 5 w 6 4112 G . • • • • • • • •� �{ .705 1i .062 2.784 L 1.187 .062 k .737 O FLANGE FRAME JAMB 6063 -T5 ALUM. 1.057 .678 .050 ® 5/16" GLAZING BEAD 6063 -T5 ALUM. F-- 2.074 0 FRAME SILL ADAPTER 606.3-T5 ALUM. REFERENCE TEST REPORTS: FTL -1969 & FTL -3740 L 1.187 _L .062 -' .723 .688 1 + © WIND LOAD ADAPTER 6063 -T5 ALUM. 1.349 �- .062 f 1.403 0 FIXED MEETING RAIL 6063HS -T54 ALUM. 10 SASH TOP & BOTTOM RAIL 6063 -T5 ALUM. .062 1.187 1.081 0 SASH MEETING RAIL 6063HS -T54 ALUM. .062 1.373 1.273 Ls- II - I 2.710 - � O FLANGE FRAME HEAD 6063 -T5 ALUM. 13/16" GLAZING BEAD 6063 -T5 ALUM. 16535712 SIN 1.097 .883 if 1070 1ECNNOLOOY ORNE NOKOMIS. Fl 34275 P.O. Mx 1529 NOKOMIS. R 34274 -e- 11/2/01 I -I 1.291 1.970 I�- ® SASH SIDE RAIL 6063 -T5 ALUM. .062 -6-11-•-• 2.094 1.122 Y -1 2.710 - 0-1 0 FLANGE FRAME SILL •••• 6063 -T5 ALUM. • • PRODUCT • • •••• ��` • • • •• • • • 40111111511011 ., ..,, • • • ,. _, L •., . .. .. • •• ... EXTRUSION PROFILES aka .062 1.349 • •. • • • • • •• • • ••• ••• • • • • •• • ••• • • • • • • • • • ••• • • •••• • • • •• • ALUMINUM HORIZONTAL SLIDING WINDOW SalmAkbc Seal. Dumb OnAp Ila Rw, HS -710 NTS 6 a 6 4112 G •• • • • • • • • • • • • • • • MIAMI DADS BUILDING CODE COMPLIANCE OFFICE.(BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries P.O. Box 1529 Nokomis, FL 34274 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend thc use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "SH -701" Aluminum Single Hung Window APPROVAL DOCUMENT: Drawing No.4040, titled "Aluminum Single Hung Window ", sheets 1 through 5 of 5, prepared by manufacturer, dated 2/9/98 with revision on 6/3/03, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERIVIINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA 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 NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be avaifabl8 f'r easteCQpn tt !ho fob site at the request of the Building Official. This NOA reviles NU4 #.O24t7 ?.14 andpconsists of this page 1 as well as approval document mentioned above. The submitted docuasa>3tatie a was rovi Theodore Berman, P.E. 1 MAR 1, Q 2005 1V-ao • • ... • • • • • • • • • • • • • • • • • • . • • • • • .. • • • ... • • • • .. • • • • • • • • • • • • • • ... • • • • • • • • • • • • • • .. .. • • • .. •• 000 • • • 000 • • ‹dik0 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST PLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 3313(1 -15Ci3 (305) 375 -2901 FAX (305) 375 -2908 NOA No 03-0514.01 Expiration Date: November 01, 2006 Approval Date: November 06, 2003 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.4040, titled "Aluminum Single Hung Window ", sheets 1 through 5 of 5, prepared by manufacturer, dated 2/9/98 with revision on 6/3/03, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 03036, dated 3/14/03, signed and sealed by Joseph Chan, P.E. Submitted under NOA# 01- 0629.08 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -1889, dated January 14, 1998, signed and sealed by Gilbert Diamond, P.E. 3. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -1852, dated December 29, 1997, signed and sealed by Gilbert Diamond, P.E. ....... • .. • • • • • • • • .. . .. . • . • • • . .. • • • • • • • • • • • • • • • • • • • .. • • • • • • • • • • • • • .. • • • .. • ••• • ... • • • • • • • .. • • • • • • • • • ... • • • • • • • • • • • .. • • • • . . .. E -1 Theodore Berman, P .E. Deputy Director, Product Control Division NOA No 03 -0514.01 Expiration Date: November 01, 2006 Approval Date: November 06, 2003 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor Calculations, ASTM- E1300 -98, and structural analysis, dated 5/9/03, prepared, signed and sealed by Robert L. Clark, P.E. D. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 02- 0828.15 issued to E.I. Dupont DeNemours for "Dupont Butacite" dated 11/21/02, expiring on 12/11/05. 2. Notice of Acceptance No. 03- 0421.01 issued to Solutia for "Saflex HP ", dated 5/22/03, expiring on 12/11/05. E. QUALITY ASSURANCE 1. Miami -Dade County Building Code Compliance Office. F. STATEMENTS 1. Laboratory compliance letter for Test Report no. FTL- 03036, issued by Fenestration Testing Laboratory, Inc., dated 4/1/03, signed and sealed by Joseph Chan, P.E. G. OTHER 1. Notice of Acceptance No. 02- 0702.04, issued to PGT Industries Corp., Aluminum Single Hung Window, approved on 07/16/02 and expiring on 11/1/06. 2. Letter from the consultant stating that the product is in compliance with the Florida Building Code (FBC). .. ... • • • • • .. • • • • • • .. • .. .. • • • *0 • • • . .. • • • • • • • • • • • • • • • • • • • • • .. • • • • • • • • • • • • • .. • • • .. • .. • ... • ... • • • • ... • • • • • • • • • • • • • ... • • • • • • • • • • • • • • .. .. • • • .. .. 000 • • • 000 • • E -2 Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 03-0514.01 Expiration Date: November 01, 2006 Approval Date: November 06, 2003 • COMPARATIVE GLASS TYPE: A. 5/16" B. 6/16" C. 13/16" D. 13/16" ANALYSIS TABLE: LAMINATED (1/8 "A,.090,1 /8 "A) FTL -188: LAMINATED (1 /8 "HS,.09CI,1 /8 "HS) FTL -188• I.G., 1 /8 "HS, 3/8" SPACE, 5/16" LAMI (1/8 "A,.090,1 /8 "HS) FTL -373• I. 3/8" SPACE, 5/ • LAMI 1/8 "HS,.090,1 /8 "HS) FTL -373• WINDOW WID - _m]'P'W�`�a�l W it 38.3 5 -m 50.625 _ HEIGHT 63.000 76.000 28.500 q 7�v: �.. ' 7 -80.0 66.7 -80.0 66.7 -80.0 Mlial -80.0 :: -80.0 66.7 -80.0 66.7 -80.0 C IIts 166.7 -80 66.7 -80-0 66.7 - 80.0 66. -80.0 :� :AID -69.6 •57.2 •® 7,000 kid pp B 0 C 66.7 -80.0 F 66.7 -B0.0 F 66.7 -80.0 11M1111. 66.7 -80.0 -76.1 66.7 -80.0 68.7 -804 86.7 -80.0 66.7 -80.0 MIDELMIIIMENI 66.7 -80.0 88.7 -80.0 66.7 -B0.0 Sao& -80.0 66.7 -80.0 63.4 -63.4 58.7 =58.7 Wk. -54.5 M wl HE 5 3/4" MAX. 13" - MAX. ON CENTER TYP. HEAD & SILL NOTES CONTINUED 4.) ANCHORS:MAX. 5 3/4" MAX. SPACING MAX. 6" FROM MAX. SPACING MAX. SPACING 5.) SHUTTER REQUIREMENT: 6.) REFERENCE TEST REPOR ELEVATION FROM EACH CORNER (HEAD & SILL) AT HEAD & SILL: 13.000 EACH CORNER (JAMBS) AT MEETING RAIL: 8.000 AT JAMBS OTHERWISE: 13.125 NO SHUTTERS REQUIRED TS: FTL -1889 & FTL -3739 6 ' MAX. J LARGE MISSILE IMPACT WINDOWS NOTES: 1.) GLAZING OPTIONS: A. 5/16" (.350) LAMINATED GLASS CONSISTING OF AN .090 PVB INNER LAYER BETWEEN (2) LITES OF 1/8" ANNEALED GLASS. 8. 5/16" (.350) LAMINATED GLASS CONSISTING OF AN .090 PVB INNER LAYER BETWEEN (2) LITES OF 1/8" HEAT STRENGTHENED GLASS. C. 13/16" (.840) LAMI I.G. GLASS CONSISTING OF 1/8" HEAT STRENGTHENED GLASS, 3/8" AIR SPACE AND 5/16 LAMINATED GLASS (.090 PVB INNER LAYER BETWEEN (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF HEAT STRENGTHENED GLASS). D. 13/16" (.840) LAMI I.G. GLASS CONSISTING OF 1/8" HEAT STRENGTHENED GLASS, 3/8" AIR SPACE AND 5/16 LAMINATED GLASS (.090 PVB INNER LAYER BETWEEN (2) LITES OF 1/8" HEAT STRENGTHENED GLASS. 2.) CONFIGURATIONS: OX 3.) DESIGN PRESSURE RATING: SEE TABLE A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND CLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY) B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE (FTL -1889) AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY Wpi/k 6//ii Robert L. Gook, P.E. P2 439712 9wcwrel 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Rol R ""1.Z Revsd By F.K. gold 0. Drown By: 0.8. Opb: Rer 6/3/03 IO -CUSS TYPE & TABLE • 03/26/0.3 Crr 0 . 03/06 1.0. • Dole: RevRlons: • 10/11/01 Ta TA8V, EXTR. Dols: Re pnr. • • 8/18/98 •• • Deecdpflan: ELEVATION & NOTES 11u.' ALUMINUM SINGLE HUNG WINDOW Sede./Nod.l: SH -701 Scot. NTS •••• Sh.ef: 1 of 5 • • • • • • • •• •••• • • ••• • •••• • • •• • Oraeinp No. 4040 • •• • • • • • R..r 53 1/8'" MAX. WINDOW WIDTH 8" MAX. AT MTG RAIL '6" AX. IDOW O VENT SI7F; 50 1/2" x 38 1/4" ''4 �y. / ( 13 1, MAX. 1 I I I 1 M wl HE 5 3/4" MAX. 13" - MAX. ON CENTER TYP. HEAD & SILL NOTES CONTINUED 4.) ANCHORS:MAX. 5 3/4" MAX. SPACING MAX. 6" FROM MAX. SPACING MAX. SPACING 5.) SHUTTER REQUIREMENT: 6.) REFERENCE TEST REPOR ELEVATION FROM EACH CORNER (HEAD & SILL) AT HEAD & SILL: 13.000 EACH CORNER (JAMBS) AT MEETING RAIL: 8.000 AT JAMBS OTHERWISE: 13.125 NO SHUTTERS REQUIRED TS: FTL -1889 & FTL -3739 6 ' MAX. J LARGE MISSILE IMPACT WINDOWS NOTES: 1.) GLAZING OPTIONS: A. 5/16" (.350) LAMINATED GLASS CONSISTING OF AN .090 PVB INNER LAYER BETWEEN (2) LITES OF 1/8" ANNEALED GLASS. 8. 5/16" (.350) LAMINATED GLASS CONSISTING OF AN .090 PVB INNER LAYER BETWEEN (2) LITES OF 1/8" HEAT STRENGTHENED GLASS. C. 13/16" (.840) LAMI I.G. GLASS CONSISTING OF 1/8" HEAT STRENGTHENED GLASS, 3/8" AIR SPACE AND 5/16 LAMINATED GLASS (.090 PVB INNER LAYER BETWEEN (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF HEAT STRENGTHENED GLASS). D. 13/16" (.840) LAMI I.G. GLASS CONSISTING OF 1/8" HEAT STRENGTHENED GLASS, 3/8" AIR SPACE AND 5/16 LAMINATED GLASS (.090 PVB INNER LAYER BETWEEN (2) LITES OF 1/8" HEAT STRENGTHENED GLASS. 2.) CONFIGURATIONS: OX 3.) DESIGN PRESSURE RATING: SEE TABLE A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND CLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY) B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE (FTL -1889) AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY Wpi/k 6//ii Robert L. Gook, P.E. P2 439712 9wcwrel 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Rol R ""1.Z Revsd By F.K. gold 0. Drown By: 0.8. Opb: Rer 6/3/03 IO -CUSS TYPE & TABLE • 03/26/0.3 Crr 0 . 03/06 1.0. • Dole: RevRlons: • 10/11/01 Ta TA8V, EXTR. Dols: Re pnr. • • 8/18/98 •• • Deecdpflan: ELEVATION & NOTES 11u.' ALUMINUM SINGLE HUNG WINDOW Sede./Nod.l: SH -701 Scot. NTS •••• Sh.ef: 1 of 5 • • • • • • • •• •••• • • ••• • •••• • • •• • Oraeinp No. 4040 • •• • • • • • R..r WEATHERSTRI - NYL BULB • CO uuw LUNNP14 ■©tmtEDL"1 H P.G. aa A FASTENERS )♦ 1SfiT.T: r_15 L� cii is f>77 � hfram n 3iUl;��� 1 : .3 0 W 6 x .750 PHIL PN. HO. R 7658PFAA SWEEP TCH 8 x .625 PHIL FLT. HD. S TO SCREEN BALM •V I (LOAD 7858WW 612236 8 1 par Clozinq Bead 1 weep a oh orewe when using 2 Swan Latches) O fro ambe 30 from bot In • load ter Screws WI • • 1 •.' uu 6063 -15 r). a:i�a_ rtx40.6bulL11 17XiI0OUTA:11E7:1„1a3FL]F?LTa1111t1141PT7QAarrza rnrrr.>1) 2 1 per each balance 1 1 r e •alone TE •C NYL TECH. \PGT OR 61060G 64009 7SPRNC 07:148741 MIN WC99.- 0 9 1 1 5 14 1 17 19 20 21 , A • r E; O och rams Q�L))♦ PAMEIMMENOM 1�[� rT� immowom •0 11 van to • cal ]F3.1:llEwAw�.l :aw. • [¢I[:(� 24 • E 7T11• &1.19 P 4Y vent omb. 2.5 fr• bo . MIria.�/3�:��'�11♦� s r; : 1• efan Eiar4:L alevJar;1��1. 26 7•' •r•� Q ���L��• . • 1 1 28 L! ICI +•a_:LIL :>ima.. 2 Hj 0a � t L kikiMi(l :® '� y1 9 fL�D_ ENC• , . . ) 30 Q�,r�LLLLVIIII t�I1•1 fl F�� : 11:1 r�,.g' 1 31 13 16' I I.G. GLASS 1 8 HS & 5 16 LAM1 3 8 AIR SPACE PCT 5/16" lAAtI - 21 LITES OF 1/8" HS 0 ASS W/ •y 5OLUTIA 0 DUPONT PVR INN IAYFR 32 WSW 167 x .230 BACK FIN SEAL 6 106 ( 0 9 1 (• MEETING RAIL SCHLEGEL OR EOM. 33 EGRESS LATCH (OPTIONAL) 64009 2 34 SPRI 9 LL LATC OP11•NA 35 Ig.n:CI .OMI;7A�Fai��.c9:F¢ �i MKE7• 3IIMF 36 1 3 16 LAM I.G. CLASS 1 8 HS & 5 16 LAM W 3 8 AIR SPACE /16' IAMI - (1) IITE OF 1 /R' A GLASS & (11 1ITF OF HS GI ASS W/ 090 SOI IFfIA OR DUPONT PVR INNER IAYFR GT 1/8" ANNEALED OR HEAT STRENTHENED GLASS .090 INTERLAYER SAFLEX BY SOLUTIA OR DUPONT PVB 1/8" HEAT STRENGTHENED GLASS 3/8" AIR SPACE 13/16" NOM. 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 1/2" NOM. r GLASS BITE REFERENCE TEST REPORTS: FTL -1889 & FTL -3739 5/16" LAMINATED GLAZING DETAILS 1/2" NOM. GLASS BITE '13/16" LAMI I.G. GLAZING DETAILS --- 1/8" HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INNER LAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS 5/16" LAMINATED 0 TEA( DESCRIPTION V.T. # OTY. 1 FLANGED FRAME HEAD (Alum. 6063 -15) 61 225 1 2 FLANGED FRAME SILL (Alum. 6063 -T55 61 226 1 3 FLANGED FRAME JAMB Alum. 6063 -T 612227 2 4 lama raCT:RII::711R Alum. 6063HS -T54] ' • W 5 7 Fri :aNLa:> uuGR9'1�•Fi`F�1• 'tT.l� ' BO OM RAIL Alum. 60• - 612230 SASH SIDE RAIL Alum. 6083 -T5) 612231 ALUMAX 8 Qom('.[) Alum. 6063 -75)♦ Robert L Clerk, P.E. PE 639712 e4 lu,el 1070 TECHNOLOGY DRNE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Rand 8 : F.1. R F.IC. -11z Re 0 . 9y. Drown Bp 0.8. Dosedpllon: PARTS LIST & GLAZING OPTIONS ALUMINUM SINGLE HUNG WINDOW S.H.x/Ilad.l: SH -701 • • • • • r1t(DUCr REVISED •• • yy� oft tlir ?Wide MEIN Ode Aer pd•w les twinges Dot.: 6/3/03 Dot.: 03/26/05 Dote: 10/11/0 arr- 8/ Dols: 2/9/98 Scot.. NTS LOCATION •••• ALUMAX ALUMAX LUMAX •••• • • •••• • • • • • •• • • • R..lon.: • •••• TB, TABLE, EXTR.• • R.WaJon.: • • • • • • • • •• • •••• • • • •• • VENDOR VENDOR • • Sheet: DrawLnp No. 2 al 5 4040 • • • AF -12225 AF -12226 AE-12227 •. • • ••• • R.welonlE • • • D4,1t `` GASS ITPE ITEM 36 • • Cj4 :1 • • • • • • • • Row 9 76.000 MAX. HEIGHT INACTIVE 2.784 ROUGH OPENING 34.500 DAYLIGHT OPENING ACTIVE 1.123 ROUGH OPENING EXTERIOR INTERIOR 53.125 MAX. WIDTH 49.625 DAYLIGHT OPENING 48.250 DAYLIGHT OPENING HORIZONTAL SECTION P. G. T. ••• • • • • • •••• 2.710 ROUGH OPENING EXTERIOR ROUGH OPENING 2.784 --- 2.330 INTERIOR REFERENCE TEST REPORTS: FTL -1889 & FTL -3739 VERTICAL SECTION OPTIONAL Robert L Clark P.E. PE 639712 Swcwnl INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 .f. . lit TeX 8)18/98 R.nflonr • • • • Doff: Rnip�llu` r• • 6/3/03 0 -Imp CMS IYPE ITEM J6 pair: RN w 03/26/03 C- 0ri ga- Dolr: Rr•len.: • • 10/ 1/01 TB, TABLE, EXTR. • ••• • ••• • • ••• • • - D.eo4PUon: SECTIONS ALUMINUM SINGLE HUNG WINDOW Serka /Modol: SH -701 Scale; NTS Sh.ol: 3 a1 5 Wowing No. 4040 Row D PRODUCT or e • • • • • • • • more • • • • • • • •• .737 J 2.274 --� 1.187 r - b 1.451 .490 II } .062 .062 .062 2.784 1 O ALUM. 6063 —T5 1.707 O ALUM. 6063HS —T54 i .705 .655 1.350 �— © ALUM. 6063 —T5 1.019 .791 ALUM. 6063 —T5 ALUM. 6063—T5 REFERENCE TEST REPORTS: FTL -1889 & FTL -3739 .062 - I - 2.784 O ALUM. 6063 — T5 .062 .413 1.165 r- 2.330 O ALUM. 6063 —T5 Robert L. Clark, P.E. PE 970712 SO, terul 2.710 1.523 1.023 .062 1.057 I —•I 1.123 O ALUM. 6063 — T5 .678 050 ® ALUM. 6063 —T5 IT INDUSTRIES 1070 TECHNOLOGY DRNE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 R.v.d F. ey . ""FX. Re od By: Oro n By: 0.8. DuMpfbn: EXTRUSIONS Sorbs/Mode SH-701 2,9/98 scot.: NTS S4..e: 4 of 5 1.187 H-- n 2.029 .062 1.403 L t ® ALUM. 6063HS —T54 .193 .683 r .050 • • 1 • • • • • 1.09.7• •• • • • Dub: R.' o ••• 03/26/03 0—A00 130,3 CHG 14,5 bolo: R.•ton.: • 10/11/01 T1 TAB(. EXTR.. R.Myen.: • • •• • Do .• 818/98 • • • • • • • P • ■LUM. 60W—T5 • • • • • •• • • • • • • •••• • •••• • • •••• • • • • •• • TRI.: ALUMINUM SINGLE HUNG WINDOW (rowing No. 4040 R 1 x WOOD • • °'� 1.250 2 x WOOD BUCK . • . . I BUCK TYP. HEAD TYP. SILL .250 MAX. 1 /4 " TAPCON 1/4" TAPCON #12 PANHEAD r .250 $ MAX. 1.500 REFERENCE TEST REPORTS: FTL -1889 & FTL -3739 TYP. HEAD TYP. SILL r .250 1 MAX. 1.500 2 x WOOD BUCK Robert L. Clark, P.E. PE ((38712 Structural TYP. JAMB FAT INDUSTRIES 1070 TECHNOLOGY ORNE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 R.v F.K. #12 PANHE4D • • •••• PRODUCT ROvl= • • • rrn•lpbrt •• • • f••••• • • • • • • • • 6/3/03 Pala: 03/26/03 Rs F.K. 0/11/01 p � Ra D.0. 8718/98 Drown By: Pot.: D. B. 2/9/98 Dasertvflon: ANCHORAGE 7111c Sarlss/LSod.S: R.w.len, .250 MAX. 1.250 • •••• • TYP. JAMB • • • • ••• • • • D••11t1 VC THIS SHT • • C :THIS SHT. • • • • • • • • • • •• R ion.: •• •alons: • •• 10 TA BLE, EXTR • RO • • • • • • • • •• we . .••• • • • • • • • • ALUMINUM SINGLE HUNG WINDOW 5oa1.: Skeet: Drawing No. SH -701 NTS 5 of 5 4040 2 x WOOD BUCK • • • • Raw M 1 A M POADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION • • 114 CE VE MAR 1 Q 2DD5 ----- NOTICE NOTICE OF ACCEPTANCE (NOA) 'RCA -286 PGT Industries 1070 Technology Drive Nokomis, FL 34274 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series C-740 Aluminum Casement Window - Impact APPROVAL DOCUMENT: Drawing No. 7045-8, tided "Aluminum Casement Window, Impact ", sheets 1 through 12 of 12, dated 12/17 /02 with revision C dated 7/10/03, prepared by manufacturer, signed and sealed by Lucas A. Turner, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA 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 NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA. #024124.02 cdisisjs Of OS page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. • . The submitted document�a:impwas reviewed gy A'Iaauel Perez, P.E. • • .. • • • • • • • • • • • • • • • • • • • • • • . •. • • • ..• • •.. • • • • . . . • • • • • • • • • • • • .. • • • • • • • • • • • • .. • • • • • .. .. • • • • .. • • MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOA No 03-0611.02 Expiration Date: May 22, 2008 Approval Date: October 9, 2003 Page l PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 7045 -8, titled "Aluminum Casement Window, Impact ", sheets 1 through 12 of 12, dated 12117/02 with revision C dated 7/10/03, prepared by manufacturer, signed and sealed by Lucas Turner, P.E. B. TESTS 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows XOX configuration, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3729 dated 2/28/03, signed and sealed by Joseph Chan, P.E. Submitted under NOA# 02- 1224.02 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows XOX configuration, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3587 dated 10/8/02, signed and sealed by Joseph Chan, P.E. 3. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202-94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of one outswing aluminum casement window, XOX configuration, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3582 dated 10/3/02, signed and sealed by Joseph Chan, P.E. .. .. .. . • . . • • • • • • • • • •. ••• •• • • • •• Manuel Product Centro t r NOANo X11.02 Expiration Date: May 22, 2008 Approval Date: October 9, 2003 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of three aluminum outswing casement windows, OXO configuration, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3580 dated 10/3/02, signed and sealed by Joseph Chan, P.E. C. CALCULATIONS 1. ASTM -E -1300 Table, dated 6/6/03, prepared, signed and sealed by Lucas Turner, P.E. Complies with ASTM E1300 -98. Submitted under NOA# 02 1224.02 2. Anchor Calculations and structural analysis, prepared by manufacturer, dated 3/20/03, signed and sealed by Robert L. Clark, P.E. 3. Revised Anchor Calculations and structural analysis, prepared by manufacturer, dated 3/20/03, signed and sealed by Robert L. Clark, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS Submitted under NOA# 02 1224.02 1. Notice of Acceptance No. 01- 0205.02 issued to Solutia, Inc. for "Saflex/Keepsafe Maximum" dated 5117/01, expiring on 5/21/06. 2. Notice of Acceptance No. 00- 1212.04 issued to E.I. DeNemours for "Dupont Butacite ® PVB" dated 2/15/01, expiring on 12/11/05. F. STATEMENTS 1. Statement letter of conformance, dated 12/19/02, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of no financial interest, dated 12/19 /02, signed and sealed by Robert L. Claris, P.E. 3. Laboratory compliance letter for Test Report no. FTL 02134, 02129, 02124, issued by Fenestration Testing Laboratory, dated 11/15/02, signed and sealed by Joseph Chan, P.E. 4. Letter from engineer requesting a revision to include insulated glass, dated 6/6/03, signed and sealed by Lucas A. Turner, P.E. G. OTHER 1. Notyctsof No : 02.1224.02, issu to PGT Industri erie ' "640" Alufninurn 3aMmtnt Wit=ddw, approved on 5/ 2/A3; d ex' ' f, • • • : o fool • .. ... • .. • • • ... • • • ... • . • • • • • • • • • • • • • • • • • • • • • • .. • • • • • • • • • • .. • • • .. • ... • ... • E -2 08. ad n 17 Product Contro NOANo' .' 41.02 Expiration Date: May 22, 2008 Approval Date: October 9, 2003 • • • • •• • • • •••• • •• • • •••• • • • •••• • • • • •• •• • • • • • • ••• • •••• • • • • •••• • • •• •• • • • • • • •• • • • •••• • • • • •••• • • • • • • NOTES: LARGE MISSILE WINDOWS 1. GLAZING OPTIONS: A. 5/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. B. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. C. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. D. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. E. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS AND (1) 5/16" LAMINATED COMPONENT WITH A 3/8" AIR SPACE. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT INNER LAYER. 2. CONFIGURATIONS: X, XX, XO, OX, XOX, 0 3. DESIGN PRESSURE RATINGS / COMPARATIVE ANALYSIS TABLES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DARE COUNTY. D. FOR 'X" CONFIGURATIONS SEE SHEET 4. E. FUIC wrvrwurw 1 IUrva btt Britt r 4. F. FOR 144 "XOX" & "O" CONFIGURATIONS SEE SHEET 5. G. FOR "XOX" & "XO" OR "OX" CONFIGURATIONS SEE SHEET 6. H. FOR UNEQUAL LITE "XOX, "XO" & "OX" CONFIGURATIONS SEE SHEET 7. 4. ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOIL WS: HEAD & SILL: MAX. 4" FROM CORNERS MAX. 4" & r ON EACH SIDE OF MEETING RAILS MAX. 141/2" SPACING ON VENTS MAX. 13" SPACING ON FIXED LITES (2) ANCHORS 3" APART AT MID-SPAN ON FIXED LITE ONLY JAMBS: MAX. 4" FROM CORNERS MAX. 13" SPACING (2) ANCHORS 3" APART AT MID-SPAN NOTE: 1/4" TAPCONS OR #14 SCREWS MAY BE USED AT THE ABOVE SPACING. SEE SHEETS 4, 5, 6 AND 7 FOR ALLOWABLE DESIGN PRESSURES IF USING 3/16" TAPCONS OR #12 SCREWS. 5. SHUTTER REQUIREMENT: NONE REQUIRED 6. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. 7. REFERENCE TEST REPORTS: FTL-3580, FTL -3582, FTL -3587 AND FTL -3729 } x } 0 } X Q x CONFIGURATIONS OPTIONS } x } x x 0 0 x 0 x UNEQUAL UTES A 0 UNEQUAL UTES x UNEQUAL UTES NOA DRAWING TABLE OF CONTENTS SHEET NOTES 1 GLAZING DETAILS 2 ELEVATIONS 3-4 DESIGN PRESSURE TABLES 5-8 SECTIONS 9 CORNER CONSTRUCTION 10 EXTRUSION PROFILES 10-11 PARTS LIST 11 ANCHORAGE 12 PRODUCT REVISED n emptying with the FY[Ida D "IdiaaCod, Aa"pden N. E oaa r G,Z 7 /d3 F.K. F.K. MY: 3//7.0] Orr 3121103 12/17A72 A A 8 6Ains OnseM REVISE ANCHORAGE NOM 4 ADD 13111' I.G. & MOVE GLAZING DETAILS TO SHEET NO CHANGE THIS SHEET 1070 TSCIINOLOGYDRIVE NOKOMIS. FL 34275 P.O. SQX 1128 NOKOLIS. FL 34274 nOT Visibly Elmer Crretbw NOTES AND TABLE OF CONTENTS ALUMINUM CASEMENT WINDOW, IMPACT CA•40 NTS w /r.1i41w * 1 • 12 70458 I C Luab A Tumor. P.E PE /66201 MstMNai .040 I 0 > 000 001101 , — .090 SOLUTIA OR DUPONT PVB INNER LAYER 1/8” ANNEALED GLASS N— 1/8' HEAT STRENGTHENED GLASS 5/16" LAMINATED GLAZING DETAIL 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 00 .65" NOM. GLASS BITE 00 .090 SOLUTIA OR DUPONT PVB INNER LAYER 3/16" HEAT STRENGTHENED GLASS 7/16" LAMINATED GLAZING DETAIL .65" NOM. GLASS BITE 13/18" I.G. GLAZING DETAIL 3/8" AIR SPACE 1/8" HEAT STRENGTHENED GLASS 13/16" 5/16" LAMINATED COMPONENT 1/8" HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INNER LAYER 1/8" HEAT STRENGTHENED GLASS .65' NOM. GLASS BITE PRODUCT RRVISRO u enmp17M0 with the Flamm DaldiuO Code Anaphase's No -Data Mien ►I C{'�'t 02 arm fez F.K F.K newd 0rw, K.. F.K. a.. 3/2503 7H60JT 9 *alai 4F 0 03//6017 REDRAW GLAZING DETAILS a ADD /SH5•La NO CHANGE 7703 SHEET 1070 TECHNO4.007 DRIVE NOKONIS. F0. 34275 P.O. BOX a NOKOMIS 71. 34274 BGZ Visibly Barter Omar. GLAZING DETAILS ALUMINUM CASEMENT WINDOW, IMPACT anew. I Osobtr 1S 7045-8 l Lucas A. Tumor, Poe- PG 125201 A4CUnka1 , 0 • 0 „ c " 0 0000 F 1 1/2" CENTERLINE 1 11/2° —' \ MID-SPAN ANCHOR DETAIL (SEE SHT. 1 NOTE 4) ANCHOR LOCATIONS (SEE SHEET 1, NOTE 4) SEE MID-SPAN ANCHOR DETAIL TYP. (2) 13" MAX. O.C. 4" ANCHOR LOCATION TYP. SEE MID-SPAN ANCHOR DETAIL TYP. (2) 30" MAX — DAYLIGHT -- OPENING 7"\ 4" MAX. ANCHOR LOCATION TYP. MEETING RAIL DETAIL (SEE SHT. 1 NOTE 4) 134" MAX. WIDTH 53" MAX. \ DAYLIGHT — OPENING . ® DENOTES HINGE 74" MAX. WIDTH LOCATION AT HEAD & 30' MAX. SILL OF `X" PANELS, DAYLIGHT TYPICAL. SEE HINGE OPENING DETAIL SHT. 4 SEE MID-SPAN ANCHOR DETAIL / TYP. (2) / 7° �-- 4" MAX. £ :1 "\ 13" MAX. O.C. 30" MAX. —DAYLIGHT OPENING 4" MAX. 4" MAX. J I 58" MAX. DAYLIGHT OPENING 14 1/2" MAX. O.C. TYP. ELEVATION "B" - 63' HIGH XX" (SEE SHEET 5 FOR PRESSURES) NOTE: "X' PANEL MAY SWING IN EITHER DIRECTION L 83" MAX. O HEIGHT 1 4" MAX. ---j 1-- 13" MAX. O.C. i— 1- . —�- 141/2 MAX. O.C. VENT HEAD &SILL ONLY 37" MAX. 60" MAX. FIXED L— SEE MEETING RAIL DETAIL TYP. (4) VENT TYP. ELEVATION "A° - 63" HIGH "XOX° (SEE SHEETS 6-8 FOR PRESSURES) 56` MAX. DAYLIGHT OPENING 63" MAX. HEIGHT PRODUCT REVISED as romalyt.y.rin t6. {1tit1. U.idi. Curie AaayUan 5.n D.t. . - 4, •Z Mme .. Dh •• 740/07 Nd.. F.K nowt Fr FK Pentair FJL 0.11e. P K. 31: SM7A73 a"he., A E a.a1.., C M REVISEANCFIDRAGE CHANGE SHEET NO. REFERENCES ADO ?RAVE LOCATION DETAILS Doc 1070 7EGWOLOOVORIVE NOKOVLR FL 34270 P.O. a0 01579 NOKOMIS. 8.34774 Yutb& Bean 7U(" & XOX' ELEVATIONS ALUMINUM CASEMENT WINDOW, IMPACT a"ha✓ Ian 04.4o4 CA-740 I NTS 1 rate 3 , f? 7045 -8 I C Lucas A. TuMar, P.E. PE 95001 Mechanical COMPARATIVE ANALYSIS TABLE 8. 'BASED ON 1/4" TAPCONS OR *14 SCREWS) "XO" OR "OX" & 1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORT: FTL3582, GLAZING OPTION: A. 5/16" LAMI ((1/8 "AA 090,1 /8"HS) /(O" WIDTH , "XOX" WIDTH R EIGNT 28.300 31.300 38.000 38.375 43.000 48.000 50.625 54.000 57.000 80.000 63.300 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS f NEG POS NEG POS NEG POS NEG POS NEG POS 37.000 55.500 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 48.000 72.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 49.333 74,000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 53.125 79.888 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -72.1 70.0 89.5 89.5 87.5 87.5 56.000 84.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75,0 70.0 -71.9 70.0 437.7 57.7 84.9 84.9 42.7 82.7 - 80.4 80.4 80.000 90.000 A -75.0 70.0 - 75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 88.4 88.4 83.9 63.9 - 80.0 80.0 -58.5 58.5 - 58.2 58.2 -53.4 53.4 64.000 98.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.1 70.0 81.8 81.8 - 58.9 58.9 - 58.1 58.1 -53.8 53.8 50.4 50.4 -47.7 47.7 87.333 101.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 88.4 88.4 -58.2 58.2 55.8 55.8 -52.6 52.8 -49.4 49.4 -45.9 45.9 -43.1 43.1 70.917 106.375 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.8 70.0 81.8 81.8 -55.1 55.1 -51.9 51.9 -48.9 48.9 -45.8 45.8 -42.8 42.8 -40.3 40.3 72.000 108.000 A - 75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 80.4 60.4 -54.3 54.3 -51.1 51.1 -47.9 47.9 14.8 44.8 -42.2 42.2 - 39.7 39.7 74.000 111.000 _ A -75.0 70.0 -75.0 70.0 -73.7 70.0 87.9 87.9 _ 59.0 59.0 -62.8 52.8 -49.9 49.9 -48.4 48.4 -43.5 43.5 -41.1 41.1 -38.8 38.6 .• • •• • • • • •••• • •••• • • •••• • • • • • • • • • • • • • •• • • • ••• • • • • •••• •• •• • • • • • • •• • • • •••• • • • • •••• • •• • • • • • •• •• • • •••• • • • TABLE 9. (BASED ON 1/4" TAPCONS OR *14 SCREWS) "XO "or"Or & "1/3-1/3-1/3 XOX" WINDOWS REPORTS: FTL-3582, FTL -3729 GLAZING OPTIONS: B. 5/18" LAMI (1/8"HS,.090,1/8"HS) E. 13/16" LAMI (1/8"HS,3/8" SPACE,5/18" LAMI -W/ 1/8"HS,.090,1/8 "HS) AU. "XO" OR "OX" SIZES UP TO 74.000" WIDE x 83.000" HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111.000" WIDE x 83.000" HIGH 1 -75.01 70.0 TABLE 10. (BASED ON 1/4' TAPCONS OR *14 SCREWS) "XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORT: FTL-3580 GLAZING OPTION: C. 7/18" LAMI (3/18"A,.090,3/18"HS) ALL "XO" OR "OX" SIZES UP TO 74.000" WIDE x 83.000" HIGH AND ALL "1/3.1/3 -1/3 XOX" SIZES UP TO 111.000" WIDE x 83.000" HIGH 1 -90.01 70.0 NOTE: IF USING 3/18" TAPCONS OR *12 SCREWS DESIGN PRESSURE FOR "XO" OR "OX" AND "XOX" WINDOWS IS LIMITED TO 41.3 P.S.F. 1 3 X 1 3 0 1 3 X X 0 0 X PRODUCT REVISED m c"mp41n0 wilts the Plteib Balding Coat Actepmnet N. /. E the Dab • T.{Y : A+. B7 /./. 11I am L"s DH. 7/1 U /0 3 ..t4., F.K. 3/1713 F.K A REVISE TABLE Q GLASS TYPE A A00 GLASS TWEE TO TABLE 03" 32SCM 7//093 A.e.e. graismr B 12+3.111, DYE > •- F.K. O.np mem F.K. 12117172 NO CHANGE DOS SHEET 7070 TECHNOLOGYORNE NOKOMIS. FL 34275 P.O 9QX 7379 NOKOMIS. FL 34274 PST Visibly Beres Osr011tft PRESSURES - XO, OX, & 1/3-1/3-1/3 XOX WINDOWS ALUMINUM CASEMENT WINDOW, IMPACT C4•740 NTS 7 • 12 l 7045-8 C LOCO A. Turner, P.E. PE 158201 M.OnaNW COMPARATIVE ANALYSIS TABLE B. (BASED ON 1/4" TAPCONS OR *14 SCREWS)! 'XO" OR "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORT: FTL-3582 GLAZING OPTION: A x/16" LAMI ((1/8"A 090,1 /8" HS) "X0' WIDTH "XOX" WIDTH R EIG I 26.000 31.300 38.000 38.375 43.000 48.000 NEG POS 50.625 NEG POS 54.000 NEG POS 57.000 NEG POS 80.000 NEG POS 63.300 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 37.000 55.500 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 48.000 72.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 •75.0 70.0 49.333 74.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 53.125 79.688 A -75.0 70.0 -75.0 700 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -72.1 70.0 39.5 89.5 -87.5 87.5 56.000 84.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.9 70.0 -87.7 67.7 -64.9 84.9 -82.7 62.7 -60.4 60.4 60.000 90.000 A -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -68.4 88.4 -63.9 63.9 -80.0 80.0 -58.5 58.5 - 58.2 56.2 - 53.4 53.4 64.000 98.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.1 70.0 31.8 81.8 - 58.9 58.9 - 58.1 58.1 -83.8 53.8 50.4 50.4 47.7 47.7 67.333 101.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -68.4 68.4 -58.2 58.2 55.8 55.6 -52.6 52.8 -49.4 49.4 -45.9 45.9 -43.1 43.1 70.917 108.375 A -75.0 70.0 •75.0 70.0 -75.0 70.0 -71.8 70.0 -61.8 81.8 -55.1 55.1 -51.9 51.9 -48.9 48.9 -45.8 45.8 - 42.8 42.8 -40.3 40.3 72.000 108.000 A -75.0 70.0 •75.0 70.0 -75.0 70.0 -70.4 70.0 -60.4 60.4 _ - 54.3 54.3 -51.1 51.1 -47.9 47.9 -44.8 44.8 -42.2 42.2 -39.7 39.7 74.000 _ 111.000 A -75.0 70.0 _ -75.0 70.0 -73.7 70.0 -67.9 87.9 -59.0 59.0 -52.8 52.8 _ -49.9 49.9 _ - 48.4 48.4 -43.5 43.5 _ -41.1 41.1 - 38.6 38.6 • •• • • • • •••• • •• • • • • • • •••• • • • •••• • • • • • • • • • • • •• • • • •• • • •••• • • • • • • •••• • • • •• •• • • • • • • • • •• • • • • •••• • • •••• •• •• • • • • • TABLE 9. (BASED ON 1/4" TAPCONS OR *14 SCREWS) 7XO "or "OX' & "1/3-1/3-1/3 XOX" WINDOWS REPORTS: FTL-3582, FTL -3729 GLAZING OPTIONS: B. 5/18" LAMI (1/8"HS,.090,1 /81HS) E. 13/16' LAMI (1/8'HS,3/8" SPACE,5/18" LAMI -W/ 1/81HS,.090,1/8'HS) ALL "X0' OR 'Or SIZES UP TO 74.000" WIDE x 63.000" HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111.000" WIDE x 83.000" HIGH 1 -75.01 70.0 TABLE 10. (BASED ON 1/4" TAPCONS OR *14 SCREWS) "XO" or "OX' & '1/3- 113 -1/3 XOX" WINDOWS TEST REPORT: FTL-3580 GLAZING OPTION: C. 7/18" LAMI (3/16"A,.090,3/18"HS) ALL "XO" OR "OX" SIZES UP TO 74.000° WIDE x 63.000" HIGH AND ALL "1/3-1/3 -1/3 XOX" SIZES UP TO 111.000' WIDE x 83.000" HIGH 1 -90.01 70.0 NOTE: IF USING 3/16" TAPCONS OR *12 SCREWS DESIGN PRESSURE FOR °X0° OR -or AND •XOX" WINDOWS IS LIMITED TO 41.3 P.S.F. 1 3 X 1 3 0 1 3 X X 0 0 X PRODUCT REVISED as compytpp with die lWNa (inkling Coda Acteplantt N• Data 7//0 /03 AW aF F.K. F.K REVISE TABLE 8, GLASS TYPE A ADO GLASS TYPE TO TABLE9 •a ••eF I.N. AK MSc 3459.7 7/1003 29" 12/17102 A C Gala la NO CHANGE T141.9 SHEET O .. la7a 1ECFUVLOOVDRIVE NOKOMIS FL 34273 P.O. BOX 1319 NOKOMIS. F1.34274 Visibly Rerter PS PRESSURES- XO, OX, 8 1/3- 1/3.1/3 XOX WINDOWS ALUMINUM CASEMENT WINDOW, IMPACT s sm. a CA-740 I NTS 7 12 , •+• 7045-8 C Lutes A. Turner, P.E. PE IR8201 Nathaniel • • •• • • • •••• •••• • • •••• • •• • • • •• • •••• • ••• • • • • 00 • • • • • • • • • • •• •• • • • COMPARATIVE ANALYSIS TABLE 1. (BASED ON 114" TAPCONS OR #14 SCREWS "X" WIDTH X WINDOWS GLAZING OPTIONS: A. 5/16" LAMI (1/8 "A,.090, /8 HS) B. 5/16" LAMI (1/8' HS,.090,1 /8' HS E. 13/16' LAMI (118 "HS,3 /8" SPACE,5/18" LAMI -W/ 1/8 "1-IS,.090,1/A"HS) EI3H1' 26.000 1 31.000 36.000 38.375 43.000 48. NEG POST NEG POS NEG POS NEG POS NEGIPOS NEG PO 50.625 54.000 1 57.000 1 60.000 63.000 NEG POS POST NEG POS NEG POS 19 125 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 TEST REPORTS: FTL -3582 FTL-3587 FTL -3729 66.000 1 69.000 1 72.000 NEG POS NEG POS NEG POS -90.0 70.0 -90.0 70.0 -90.0 70.0 24.000 26.500 30.000 32.000 34.000 37.000 MAO IV F.K. Er EJC 7110/07 B,E A B,E A B,E A B,E A B,E A B,E 38.000 A 17/17702 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 4w1,y,,: -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0, -90.0 -90.0 -75.0 -75.0 -75.0 -75.0 70.0 -75.0 -76.0 70.0 -75.0 -75.0 70.0 -75.0 , Oftx I 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 NO CHANGE THIS SHEET -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -86.3 -90.0 -75.0 -75.0 -75.0 -75.0 -73.7 -75.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 -90.0 -90.0 -90.0 -90.0 -90.0 -87.4 -90.0 -81.0 -90.0 -75.0 -75.0 -70.4 -75.0 -67.9 -75.0 70.0 -77.6 70.0 -90.0 70.0 -90.0 70.0 -90.0, 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -71.1 70.0 -90.0 70.0 -65.5 70.0 -75.0 70.0 -60.4 70.0 -75.0 67.9 -59.0 70.0 -75.0 Amain,: COW F. 3H7AD A REME TAB E9 1 MID A MASS TOW A IF. w F.K. 3/SSW B ADO GLASSTYPEE 10 TABLE9144 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 65.5 70.0 60.4 70.0 59.0 70.0_ -90.0 -90.0 -90.0 -83.8 -90.0 -68.4 -90.0 -81.8 -90.0 -57.5 -75.0 -54.3 -75.0 -52.8 -75.0 70.0 70.0 70.0 70.0 70.0 68.4 70.0 61.8 70.0 57.5 70.0 54.3 70.0 52 1070 TECHNOLCDYERRS NOK0*3. n.34270 P.O. ROA 1424 NOKCWSS. FL 31274 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -79.9 70.0 -90.0 70.0 -83.9 63.9 -58.9 58.9 -90.0 70.0 -54.9 54.9 -75.0 70.0 -51.1 51.1 -75.0 70.0 71 0_ -75.0 70.0 -90.0 -90.0 -90.0 -75.4 -90.0 -60.0 -90.0 -56.1 -90.0 -51.8 -75.0 -47.9 -75.0 -46.4 ' -75.0 Virtb5 letter 70.0 70.0 70.0 70.0 70.0 60.0 70.0 56.1 70.0 51.8 70.0 47.9 70.0 48.4 70.0 -90.0 -90.0 - 90.0 -72.4 -90.0 -58.5 -90.0 -53.8 -90.0 - 48.8 -75.0 -44.8 -75.0 -43.5 -75.0 faa ti,r C4 -740 70.0 70.0 70.0 70.0 70.0 58.5 70.0 53.8 70.0 48.6 70.0 44.8 70.0 43.6 NTS -90.0 -89.6 -90.0 -69.9 -90.0 -56.2 -90.0 -50.4 -90.0 -45.2 -75.0 -42.2 -75.0 -41.1 70.01-75-0 70.0 70.0 70.0 69.9 70.0 56.2 70.0 50.4 70.0 45.2 70.0 42.2 70.0 41.1 70.0 -90.0 70.0 -90.0 70.0 -90.0 -86.3 70.0 -90.0 70.0 -67.8 67.8 -90.0 70.0 -53.4 63.4 -47.7 47.7 -90.0 70.0 -42.4 42.4 -75.0 70.0 -39.7 39.7 -75.0 70.0 - 38.6 38.6 -75.0 70.0 -84.2 -90.0 -66.2 - 90.0 -51.3 -90.0 -45.6 -90.0 70.0 70.0 70.0 68.2 70.0 51.3 70.0 45.6 70.0 TABLE 2.(BASED ON 1/4" TAPCONS OR #14 SCREWS "X" WINDOWS TEST REPORTS: FTL -3580, FTL -3587 3 GLAZING OPTION: C. 7/16" LAMI (3/18"A,.090,3H8 "HS) ALL "X" SIZES UP TO 37 000" WIDE x 83.000" HIGH AND ALL "X" SIZES (1P TO 32.000" WIDE x 72.000" HIGH 1- 90.0170.0 COMPARATIVE ANALYSIS TABLE 3.( ED N 1/4" T APCON OR #14 SCREWS WIDTH 37.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 43.000 48.000 53.125 57.000 60.000 64.000 88.000 72.000 74.000 A A A A A A A A A 28.000 NEG POS NEG POS NEG POST NEG POS NEG POST NEG POS POS NEG POS NEG -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 31.000 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 36.000 1 38.375 -75.0 -75.0 -75.0 -75.0 -76.0 -75.0 -75.0 -75.0 -73.7 GLAZING OPTION: A. 5/16" LAMI (1/8 "A,.0901/8 "HS) 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 -87.9 67.9 43.000 1 48.000 1 50.625 -75.0 -75.0 -75.0 -75.0 -75.0 -71.1 -65.5 -60.4 -59.0 70.0 70.0 70.0 70.0 70.0 70.0 85.5 60.4 59.0 HEIGHT -75.0 -75.0 -75.0 -74.4 -88.4 -61.8 -57.5 -54.3 -52.8 70.0 70.0 70.0 70.0 88.4 61.8 57.5 54.3 52.8 XX" WINDOWS TEST REPORTS: FTL -3582 64.000 -83.9 63.9 -60.0 -69.6 69.6 -65.2 -75.0 70.0 -75.0 -75.0 70.0 -75.0 -75.0 70.0 -75.0 - 58.9 58.9 -58.1 -54.9 54.9 -51.8 -51.1 51.1 -47.9 -49.9 49.9 -46.4 70.0 70.0 70.0 65.2 60.0 51.8 47.9 57.000 60 000 83.000 -75.0 -75.0 -72.1 -63.0 -58.5 -53.8 -48.6 70.0 70.0 70.0 63.0 58.5 53.8 48.6 44.8 -75.0 -75.0 -60.8 -56.2 -50.4 -45.2 -42.2 -41.1 70.0 70.0 69.5 60.8 50.4 45.2 42.2 41.1 -75.0 -75.0 -67.5 -58.0 -53.4 -47,7 -42.4 -39.7 -38.6 70.0 70.0 67.5 58.0 53 4 47.7 42.4 39.7 38.6 TEST REPORTS: FTL-3582, FTL 3729 TABLE 4.(BASED ON WV' TAPCONS OR #14 SCREWS ALL "XX" SIZES UP TO 74.000" WIDE x 63.000" HIGH 1-75.0170.0 TEST REPORT: FTL-3580 TABLE 5.(BASED ON 1/4" TAPCONS OR #14 SCREWS) ")(X" WINDOWS ALL "XX" SIZES UP TO 74.000" WIDE x 63.000" HIGH 1-90.01 70.0 5 NOTE: IF USING 3/16' TAPCONS OR 412 SCREWS DESIGN PRESSURE FOR "xx" WINDOWS IS LIMITED TO ALUMINUM CASEMENT WINDOW, IMPACT -90.0 -83.2 -90.0 -90.0 -49.8 -90.0 -43.9 -87.8 70.0 70.0 70.0 70.0 49.8 70.0 43.9 70.0 -90.0 - 81.1 -90.0 -63.7 -90.0 -48.3 -90.0 -42.2 -84.4 70.0 70.0 70.0 83.7 70.0 48.3 70.0 42.2 70,0 PRODOCT REVISED eempbitg AID Me Phebb Ileldhlo Cede A.cephinct No E hallos Date 8 MA Oh P6 AS0201 letchtelea COMPARATIVE ANALYSIS TABLE 6. (BASED ON 114" TAPCONS OR 814 SCREWS "0" & "1/4- 1/2 -1/4 XOX" WINDOWS TEST REPORTS: FTL -3582 I FTL -3582 FTL -3729 GLAZING OPTIONS: A. 5/18" LAMI (i/8"A,.090,118"HS) E. 13/18" LAMI (1/8 B.. "HS,3/8" SPACE 5/16" /16" LAMI (118"1-15,.090,118"HS) C. 7/16" LAMI (3/16 "A,.090,3 /16'HS) LAMI -W/ 1/8 "HS .090118"HS) "0" WIDTH "XOX" WIDTH H�IGI;T 26.000 31.000 38.000 38.375 43.000 48.000 50.825 54.000 57.000 60.000 63.000 NEC) POS NEC POS NEG POS NEG PO$ NEC POS NEC POS NEG POS NEG POS NEG POS NEG POS NEG POS 39.7 36.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 -60.4 60.4 - 54.3 54.3 -51.1 51.1 -47.9 47.9 -44.8 44.8 -42.2 42.2 - 39.7 72.000 B,E - 75.0 70.0 -75.0 70,0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C - 90.0 70.0 -90.0 70.0 - 90.0 70.0 -90.0 70.0 - 90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 37.000 74.000 A -75.0 70.0 -75.0 70.0 -73.7 70.0 - 87.9 67.9 - 59.0 59.0 -52.8 52.8 -49.9 49.9 -48.4 48.4 -43.5 43.5 -41.1 41.1 - 38.6 38.6 13,E -75.0 70.0 -75.0 70.0 -75.0 70.0 •75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C - 90.0, 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 -90.0 70.0 -90.0 70,0 -90.0 70.0 -90.0 70.0 39.500 79.000 A -75.0 70.0 -75.0 70.0 -67.8 67.8 -62.1 62:1 - 55.7 55.7 -49.8 49.8 - 48.9 ,70.0 48.9 -43.6 43.6 -41.1 41.1 - 38.6 38.6 - 38.5 38.5 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.4 70.0 - 83.2 70.0 42.000 84.000 A -75.0 70.0 -75.0 70.0 -62.4 62.4 -58.4 58.4 - 63.3 63.3 -56.4 56.4 -53.4 53.4 - 50.0 50.0 -46.9 46.9 - 44.3 44.3 -41.9 41.9 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C -90.0 70.0 - 90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 - 90.0 70.0 -90.0 70.0 -90.0 70.0 -84.5 70.0 -79.7 70.0 -75.6 70.0 45.000 90.000 A -75.0 70.0 - 70.3 70.0 - 58.0 58.0 - 54.6 54.6 -59.3 69.3 463.8 53.6 -50.9 50.9 -47.5 47.5 -44.7 44.7 -42.1 42.1 -39.7 39.7 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C -90.0 70.0 -90,0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -88.2 70.0 -81.8 70.0 -78.9 70.0 - 72.4 70.0 -69.2 69.2 48.000 98.000 A -75.0 70.0 -65.0 65.0 -54.3 54.3 -51.1 51.1 - 55.1 55.1 -51.4 51.4 - 48.8 48.6 -45.3 45.3 -42.5 42.5 -40.4 40.4 -38.4 38.4 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -86.0 70.0 -80.9 70.0 -75.0 70.0 -70.7 70.0 -67.3 67.3 -64.1 64.1 50.500 101.001> A -75.0 70.0 -60.8 60.8 -51,3 51,3 - 48.3 48.3 -52.7 52.7 - 48.7 48.7 - 46.9 48.9 - 43.5 43.5 -41.3 41.3 -39.2 39.2 -37.1 37.1 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.3 70.0 C -90.0 70,0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -812 70.0 -76.7 70.0 -70.3 70.0 -68,8 66,8 -633 63.5 -60.5 60.5 53.125 A -75.0 70.0 - 58.7 58.7 -48.7 48.7 - 45.4 45.4 - 50.0 50.0 - 46.1 46,1 - 44.2 44.2 -42.2 42. -40.1 40.1 - 38.0 38.0 - 38.2 38.2 106.375 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.4 70.0 C -90.0 70.0 -90.0 70.0, -90.0 70.0 -90.0 70.0 -88.6 70.0 -76.4 70,0 -71.1 70.0 - 86.5 66.6 -63.0 63.0 -60.0 60.0 -67.3 57.3 54.000 108.000 A -75.0 70.0 - 58.2 58.2 -47.9 47.9 -44.5 44.5 -49.1 49.1 - 45.3 45.3 -43.4 43.4 -41.9 41.9 -39.8 39.8 -37.8 37.8 - 35.9 35.9 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -71.8 70.0 C -90.0 70.0 - 90.0170.0 -90.0 70.0 -90.0 70.0 -88,9 70.0 -75.0 70.0 -70.1 70.0 -85.4 65.4 -61.8 61.8 - 59.1 59,1 - 56.4 58.4 55.500 111.000 A -75.0 70.0 -57.1 57.1 - 48.4 48.4 -43.3 43.3 -47.5 47.5 -43.9 43.9 -42.2 42.2 -40.8 40.8 -39.1 39.1 -37.2 37.2 - 35.4 35.4 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.3 70.0 - 70.8 70.0 C - 90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 44.3 70.0 -72.5 70.0 -68.4 68.4 - 63.6 63.6 - 60.1 60.1 -57.5 57.5 - 54.8 54.8 57.000 114.000 A -75.0 70.0 -58.2 56.2 -44.8 44.8 42.1 42.1 - 48.2 46.2 -42.5 42.6 -41.2 41.2 -39.8 39.8 - 38.5 38.5 - 38.7 38.7 - 34.8 34.8 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 73.3 70.0 -69.6 69.8 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -81.8 70.0 -70.7 70.0 -68.7 66.7 -61.8 61.8 -58.7 58.7 -55.9 55.9 - 53.2 53.2 58.500 117.000 A -74.2 70.0 - 55.0 55.0 -43.4 43.4 - 40.9 40.9 - 44.8 44.8 -41.3 41.3 -40.2 40.2 - 38.7 38.7 -37.6 37.6 -38.1 36.1 - 34.2 34.2 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.2 70.0 -68.4 68.4 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -79.4 70.0 -69.0 89.0 -64.9 64.9 - 60.4 60.4 - 57.3 57.3 - 54.5 54.5 -51.6 51.6 60.000 A -72.9 70.0 - 53.4 53.4 -42.2 42.2 -39.7 39.7 -43:5 43.5 -40.4 40.4 -39.2 39.2 -37.6 37.8 -38.7 36.7 - 35.5 35.5 -33.7 33.7 120.000 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70,0 -75.0 70.0 -73.3 70.0 -71.0 70.0 -67,4 87.4 C -90.0 70.0 -90.0 70.0 -90.0 70.0 - 90.0 70.0 -77.1 70.0 -87.3 67.3 - 83.3 83.3 •59.1 59.1 i 55.9 55.9 _ - 53.0 53.0 - 50.0 50.0 • •• • • • • • •••• • •• • • • • • •••• • • • • •••• • • • • • • • • • • • • • • • • • • • • •• • • • • •• •• •• • • • • • ••• • • • • •••• •• •• • • •••• • • •••• • • • •• • • • "O" 8 "1/4- 1/2 -1/4 XOX" WINDOWS TEST REPORT: FTL 3580 TABLE 7.(BASED ON 1/4" TAPCONS OR 014 SCREWS) GLAZING OPTION: 0.7/16" LAMI (3/18 "HS,.080,3 /16 "HS) ALL "0" SIZES UP TO 60.000" WIDE x 63.000" HIGH AND ALL "XOX" SIZES UP TO 120.000" WIDE x 63.000" HIGH 1-90.01 70.0 1 4 X 2 0 X 0 NOTE: IF USING 3/18" TAPCONS OR #12 SCREWS DESIGN PRESSURE FOR "0" WINDOWS IS UNITED TO 52.1 P.S.F. DESIGN PRESSURE FOR "XOX" WINDOWS IS LIMITED TO 41.3 P.S.F. PRODUCT REVISED emepI}1s` /1th tM Florida DrkI36 Cede ArnyN!st. N I 4r4tbs y C� 7/o43 Nvad F.K P.r4rr F.K FX p.m Dr F.K. 3117941 YAW 4 s.a4.. 0 Ar,Ya ": C 0,. 44y Or 7/100) 12/ 17,W , REVISE TA9L0 6 CRASS TYPES 6 C AOO MASS TYPE E TO TABLE. NO C1 4M3E 7108 SHEET 0.. 1070 TECHNOLOGY ORM NOF60?&6. FL 34273 P.O. OQY 137! NOr32463. FL 34214 BGT Virlbb Bert, PRESSURES- 0 6 1/4- 1/2 -1/4 XOX COMM. WINDOWS far ALUMINUM CASEMENT WINDOW, IMPACT 0 I NTS l 6 • 12 70454 Leer A. Turner, P.E. PE 166201 • •• • • • • • •••• • • • • • • • • •••• • • •••• • •• • • • ••• • • • • • •• •• • • • • • •••• •••• • • • • •• • • • • • • • •• •• • • •••• • • •••• • • •• • • • • • SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 13" MAX. O.C. 4" MAX. NOTE: 72° HEIGHT AVAILABLE WITH SINGLE VENT dfh CONFIGURATION ONLY 32" MAX. WIDTH 25" MAX. DAYLIGHT OP ING FLUSH AGAINST JAM, TYPICAL HEAD & SILL HINGE LOCATION DETAIL 14 1/2' MAX. O.C. VENT HEAD & SILL ONLY 65" MAX. DAYLIGHT OPENING 4 MAX L I I 141/2" MAX. O.C. ELEVATION "C" — 72 HIGH "X° (SEE SHEET 5 FOR PRESSURES) SEE MID-SPAN ANCHOR DETAIL SHT. 3 TYP. (2) HINGE LOCATED APPROX. 13° ® DENOTES HINGE LOCATION AT HEAD & SILL OF 'X" PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 72' MAX. HEIGHT MAX. 4" MAX. SEE MID—SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 13" MAX. O.C. t 30' MAX. 53' MAX. DAYLIGHT � - L_._ 4" MAX. OPENING DAYLIGHT OPENING _ 4' MAX. MAX. O.C. ELEVATION "D" - 63" HIGH (SEE SHEET 5 FOR PRESSURES) 37" MAX. WIDTH 30" MAX. DAYLIGHT OP NING 97' MAX. WIDTH 56" MAX. DAYLIGHT OPENING 4" MAX. — ( L- 37" MAX. VENT 60° MAX. FIXED ---$ 13" MAX. O.C. SEE MID-SPAN ANCHOR DETAIL SHT. 3 TYP. (4) 63" MAX. 13° HEIGHT MAX O.C. 60" MAX. WIDTH 53" MAX. DAYLIGHT OPENING 4" 1.. x- 13" MAX. O.C. 4' MAX. ELEVATION "E" — 63" HIGH "0" (SEE SHEET 6 FOR PRESSURES) ® NOTE: "X' PANEL MAY SWING IN EITHER DIRECTION 56" MAX. DAYLIGHT OPENING SEE MID—SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 63' MAX. HEIGHT SEE MEETING RAIL DETAIL SHT. 3 TYP. (2) ELEVATION "F" - 63" HIGH "XO" & "OX" UNEQUAL LITE (SEE SHEETS 7-8 FOR PRESSURES) • 58" MAX. DAYLIGHT OPENING 63° MAX. HEIGHT PRODUCT REVISED .a tomd1og .lI lea Pled& Ral,Bog Code Accretes. No 'ream Date 7461 °7 14=e4 lye - LG.: M,r*s F.K 3/17,W A REVISE ANCHORAGE mood Mr oar 9 CA.dwda7 Dr.: F.K Minid bit: F.K 7/10/03 lIwn Er F.K. 12/17/02 F.K. CJMNOE SHEET NO. REFERENCES ADD HINGE DETAIL 8 MINE LOCATION NOTES 1070 TECHNOLOGY DRIVE NOXOMIS. FL 34276 P.O. BOX MB NOKOMIS, FL 34274 Visibly Betrer F r_ X" O , XO" & OX" ELEVATIONS nt ALUMINUM CASEMENT WINDOW, IMPACT CA-740 ,..t NT 4 + 12 7045 -8 ' C Lucas A. Tuoror. P.E. PE •68201 Mechanical COMPARATIVE ANALYSIS TABLE 8. (BASED ON 1/4" TAPCONS OR *14 SCREWS) `(O" OR "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORT: FTL -3582, GLAZING OPTION: A 5/18" LAMI (1/8" 090,1/8"HS) "X0" WIDTH "XOX" WIDTH R 28.000 31.000 38.000 38.375 43.000 48.000 50.625 54.000 57.000 60.000 83.500 NEG POS NEG POS NEG POS NEG POS NEG POS NEC POS � POS NEG POS NEG POS NEG POS NEG POS 37.000 65.500 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 48.000 72.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 49.333 74.000 A -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 53.125 79.688 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -72.1 70.0 .69.5 89.5 -87.5 67.5 58.000 84.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.0 70.0 -75.0 70.0 -71.9 70.0 -87.7 67.7 -84.9 64.9 .62.7 62.7 -60.4 80.4 60.000 90.000 A -75.0 70.0 - 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -68.4 68.4 -63.9 63.9 -80.0 60.0 -58.5 58.5 - 58.2 56.2 -53.4 53,4 84.000 96.000 A - 75.0 70.0 -75.0 70.0 -75.0 70.0 - 75.0 70.0 -71.1 70.0 -61.8 61.8 - 58.9 58.9 - 58.1 58.1 53.8 53.8 -50.4 50.4 -47.7 47.7 67.333 101.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -88.4 88.4 -58.2 68.2 55.8 55.6 -52.6 52.6 -49.4 49.4 .45.9 45.9 -43.1 43.1 70.917 108.375 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.8 70.0 .81.8 81.8 55.1 55.1 -51.9 51.9 -48.9 48.9 -45.8 45.8 .42.8 42.8 -40.3 40.3 72.000 108.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 -80.4 80.4 -54.3 54.3 -51.1 51.1 -47.9 47.9 -44.8 44.8 .42.2 42.2 -39.7 39.7 74.000 111.000 A - 75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 67.9 59.0 59.0 -52.8 52.8 -49.9 49.9 _ -46.4 48.4 -43.5 43.5 ♦1.1 41.1 _ - 38.6 38.8 • • • •• • • • •••• •• • • • ••• • •• • • • • • •••• • • •••• • • • • • • • • • •• •• • • • •••• • • • • • •••• • • • • •• •• • • • • • • • • •• • • • • •••• • • • • ••• • TABLE 9. (BASED ON 1/4" TAPCONS OR *14 SCREWS) "XO" or "OX" & 1/3 -1/3 -113 XOX" WINDOWS REPORTS: FTL -3582, FTL-3729 GLAZING OPTIONS: B. 5/18" LAMI (1/8"HS,.090,1 /8"HS) E. 13/16" LAMI (1/8"HS,3/8" SPACE,5/18" LAMI -W/ 1/8"HS,.090,1/8 "HS) ALL "XO" OR "OX" SIZES UP TO 74.000" WIDE x 63.000" HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111.000" WIDE x 83.000" HIGH 11 -75.01 70.0 TABLE 10. (BASED ON 1/4" TAPCONS OR *14 SCREWS) "X0" or "OX" & "1/3 -113 -113 XOX" WINDOWS TEST REPORT: F7L-3580 GLAZING OPTION: C. 7/18" LAMI (3/16 "A,.090,3 /16"HS) ALL "XO" OR "OX" SIZES UP TO 74.000" WIDE x 63.000" HIGH AND ALL "1/3-1/3 -1/3 XOX" SIZES UP TO 111.000" WIDE x 63.000" HIGH 1 -90.01 70.0 NOTE: IF USING 3/16" TAPCONS OR #12 SCREWS DESIGN PRESSURE FOR `XO" OR "OX" AND "XOX" WINDOWS IS LIMITED TO 41.3 P.S.F. 1 3 X 1 3 0 1 3 X X 0 0 X PRr1DIJCT R�D nS rnmp4T2 EVI mt Pbi 001dlfF Cods Actepmnte N• /. t -, .r E on DM !TAW', ..... BY Mum PYO+ .eI . Dh -y. `7//0 Semi lb, 0. F.K. 3/17.03 awsr• F.K A REVISE TABLE! GLASS TYPEA ADO GLASS TYPEE TO TABLE 9 3450.7 7/1097 B c O.td97 NO GRANGE DOS SKEET No. eV F.K. 0al7 Ds* F.0. 12/17/37 1070 IECIWOLOOYSRIVE NOXOMIS, FL 36770 P.O. BQX 1E29 NOKOMIS. FL 36274 Visibly Bsrrer a.aw PRESSURES - XO, OX, & 1/3- 1/3.1/3 XOX WINDOWS ALUMINUM CASEMENT WINDOW, IMPACT s...�w.r sow six am. CM740 l NTS 7 12 I 7045-8 I C Lsc•s 0. Tumor, P.E. PE 558201 Ms•wNa • • •• • • • •••• •••• • • •••• •• • • • ••• • • •••• • • •••• • • •• •• • • • • • • • • •• •• • • •••• • • •••• ••• • • • • • • • • • • COMPARA ANALYSTS TABLL 1. (BASED ON 1/4" TAPCONS OR #14 SCREWS "X" WIDTH X WINDOWS TES REPORTS: FTL -3582 FTL -3587 FTL -3729 GLAZING OPTIONS: A. 5/16" LAMI ,1/8 "A,.090,' /8 "HS) B. 5/16" LAMI (1/8 HS,.0901/8' Hsi E. 13/16" LAMI (1/8 "HS,3 /8" SPACE,5/16" LAMI- W1 S,.090,1 "HS) ET 3H 26.000 1 31.000 36.000 38.375 43.000 48. NEG POS NEG POS NEG POS NEC POS NEG POS NEG PO 50.625 PO 54.000 57.000 60.000 63.000 NEC POST NEG POS NEC FOS NEC PAS NEG 6 0 1 69.000 72.000 G POS NEG POS 19125 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 J -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0J -90.0 70.0 -90.0 70.0 24.000 26.500 30.000 32.000 34.000 38.000 37.000 newer F.K. er 7/10G1 B,E A B,E A B,E A B,E A B,E A B,E A E fX 17/17/02 E -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -75.0 70.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -75.0 -75.0 70.0 -75.0 -75,0 70.0 -75.0 -75.0 70.0 -75.0 -75.0 70.0 -75.0 -75.0 70.0_ -75.0 e,we.: 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 NO CHANGE THIS SHEET Om -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -86.3 -90.0 -75.0 -75.0 -75.0 -75.0 -73.7 -75.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 -90.0 -90.0 -90.0 -90.0 -90.0 -87.4 -90.0 -81.0 -90.0 -75.0 -75.0 -70.4 -75.0 -67.9 -75.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 67.9 70.0 -90.0 -90.0 -77.6 -90.0 -71.1 -90.0 -65.5 -75.0 -60.4 -75.0 -59.0 -75.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 65.5 70.0 60.4 70.0 59.0 70.0 -90.0 -90.0 -90.0 -83.6 -90.0 -68.4 -90.0 -81.8 -90.0 -57.5 -75.0 -54.3 -75.0 -52.8 -75.0 P.O. BOX 1070 NOKOMIS. FL 34274 70.0 70.0 70.0 '70.0 70.0 68.4 70.0 81.8 70.0 57.5 70.0 54.3 70.0 52 7 0_ R..,Ier F.K 3117103 A REVISE TABLES I NIOS, GLASS TYPEA F.K 3290.7 B • A00 GLASS TYPEE TO TABLES 1 A4 070 TECHNOLOGY DANE P 090.19$, FL 34270 -90.0 -90.0 -90.0 -79.9 -90.0 -63.9 -90. -58.9 -90.0 -54.9 -75.0 -51.1 -75.0 - 75.0 70.0 70.0 70.0 70.0 70.0 63.9 70.0 58.9 70.0 54.9 70.0 51.1 70.0 �8:9c 70,0 -90.0 -90.0 -90.0 -75.4 -90.0 -60.6 -90.0 -58.1 -90.0 -51.8 -75.0 -47.9 -75.0 -46.4 ' -75.0 BGZ Visibly eastern 70.0 70.0 70.0 70.0 70.0 60.0 70.0 56.1 70.0 51.8 70.0 47.9 -90.0 -90.0 -90.0 -72.4 -90.0 -58.5 -90.0 -53.8 -90.0 - 48.8 -75.0 - 44.8 46.41-43.5 70.0 -75.0 70.0 -75.0 ,70.0 -90.0 70.0 70.0 -89.6 70.0 70.0 -90.0 70.0 70.6 70.0 58.5 70.0 53.8 70.0 48.6 70.0 44.8 70.0 -58.2 58.2 -69.9 69.9 -90.0 70.0 -90.0 70.0 -50.4 50.4 -90.0 70.0 -45.2 45.2 -75,0 70,0 -42.2 42.2 -75.0 70.0 -90.0 70.0 -90.0 -86.3 70.0 -84.2 -90.0 -67.8 -90.0 -53.4 -90.0 -47.7 -90.0 -42.4 -75.0 -39.7 -75.0 70.0 -90.0 70. -90.0 67.8 -66.2 70.0 -90.0 53.4 -51.3 47.7 -45.6 70.0 -90.0 70.0 70.0 70.0 66.2 70.0 51.3 70.0 45.6 70.0 "X" WINDOWS TEST REPORTS: FTL -3580, FTL -3587 43.5 70.0 -41.1 41.1 -75.0 70.0 -38.6 -75.0 42.4 70.0 39.7 70.0 38.6 70.0 TABLE 2.(BASED ON 1/4" TAPCONS OR #14 SCREWS) GLAZING OPTION: C. 7/18" LAME (3/16"A,.090,3/16"HS) ALL "X" SIZES UP TO 37 000" WIDE x 83.000" HIGH AND ALL "X" SIZES UP TO 32.000" WIDE x 72.000" HIGH 1 -90.01 70.0 a COMPARATIVE ANALYSIS TABLE 3.(BASED ON 1/4" TAPCONS OCREWS WIDTH 37.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 43.000 48.000 53.125 67.000 60.000 84.000 68.000 72.000 74.000 A A A A A A A A A 26.000 NEG POS NEG POS NEC POS NEG POS NEC POS NEG POSINEG1POS NEC POS NEG POS NEG POS NEG POS -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 31.000 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 36.000 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -73.7 GLAZING OPTION: 38.375 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 -67.9 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 87.9 43.000 1 48.000 1 50.625 -75.0 -75.0 -75.0 -75.0 -75.0 -71.1 -65.5 -60.4 -59.0 A. 5/16" LAAII (1/8 "A,.090,1/8 "HS) 70.0 70.0 70.0 70.0 70.0 70.0 85.5 60.4 59.0 HEIGHT -75.0 -75.0 -75.0 -74.4 -68.4 -61.8 -57.5 -54.3 -52.8 70.0 70.0 70.0 70.0 68.4 61.8 57.5 54.3 52.8 -75.0 -75.0 -75.0 -69.6 -63.9 -58.9 -54.9 -51.1 -49.9 XX WINDOWS TEST REPORTS: FTL-3582 54.000 69.6 -65.2 70.0 -75.0 70.0 -75.0 70.0 -75.0 58.9 -56.1 54.9 -51.8 51.1 -47.9 49.9 -46.4 70.0 70.0 70.0 65.2 60.0 56.1 51.8 47.9 57.000 60 000 83.000 -75.0 -75.0 -72.1 -63.0 -58.5 -53.8 -44.8 -43.5 70.0 70.0 70.0 63.0 58.5 53.8 48.6 44.8 43.5 -75.0 -75.0 -69.5 -60.8 -56.2 -50.4 -45.2 -42.2 -41.1 70.0 70.0 69.5 60.8 50.4 45.2 42.2 -75.0 -75.0 -58.0 -53.4 - 47.7 -42.4 -39.7 -38.6 70.0 70.0 67.5 58.0 53.4 47.7 42.4 39.7 38.6 TABLE 4.(BASED ON 1/4" TAPCONS OR #14 SCREWS 'XX" WINDOWS ALL "XX" SIZES UP TO 74.000" WIDE x 63.000" HIGH 1-75.0170,0 TEST REPORTS: FTL-3582, FTL 3729 TEST REPORT: FTL-3580 TABLE 5.(BASED ON 1/4" TAPCONS OR #14 SCREWS) '')(X" WINDOWS ALL "XX" SIZES UP TO 74.000" WIDE x 63.000" HIGH 1-so.ol 70.0 NOTE: IF USING 3/18' TAPCONS OR 412 SCREWS DESIGN PRESSURE FOR "XX" WINDOWS IS LIMITED TO ALUMINUM CASEMENT WINDOVV, IMPACT CA-740 INTS 5 12 I 7045-8 ,-90.0 -83.2 -90.0 -65.0 -90.0 -49.8 -90.0 -43.9 -87.8 70.0 -90.0 70.0 -90.0 70.0 -90.0 49.8 -48.3 70.0, -90.0 43.9 -42.2 70.0 -84.4 70.0 70.0 70.0 83.7 70.0 48.3 70.0 42.2 PRODUCT REVISED Madan Cock Amato:ix No E Date By Div PE 0511201 Mactunkat • •• • • • •••• •••• • • •••• • •• • • • •• • • • • •• •• • • • • • •••• • • • •••• • •• • • • • • • • • • • •• •• • • •••• • • •••• • • •• • • • • • COMPARATIVE ANALYSIS TABLE 6. (BASED ON 1/4" TAPCONS OR 814 SCREWS "0" & "114- 1/2 -1/4 MX" WINDOWS TEST REPORTS: FTL -3582 GLAZING OPTIONS: A. 5/18" LAMI (118 "A,.090,1 /8"HS) B. a118" LAMI (1 /8"HS,.090,1 /8 "HS) C. 7/16" LAMI (3/18 "A,.090,3 /16 I4S) I FTL -3582 E. 13/18" LAMI (1/81-15 3/8" SPACE 5/18" LAMI -W/ 1/8"HS .090 FTL -3729 HEIGHT "0" "XOX" WIDTH WIDTH 38.000 37.000 39.500 70.0 70.0 55.7 42.000 45.000 48.000 50.500 53.125 54.000 55.500 57.000 58.500 60.000 72.000 74.000 79.000 84.000 90.000 98.000 101.000 108.375 108.000 111.000 114.000 117.000 120.000 B,E C A B.E C A -75.0 -90.0 -49.8 B,E C A B,E C A B,E C A B,E C A B,E C A B,E C A 8,E C A B,E C A B,E C A B,E C A B,E 26.000 NEO -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -80.0 -75.0 -75.0 -90.0 ' -75.0 -75.0 -90.0 -74.2 -75.0 -90.0 -72.9 -75.0 -90.0 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 31.000 38.000 NEG -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -70.3 -75.0 -90.0 -85.0 -75.0 -90.0 -60.8 -75.0 -90.0 -58.7 -75.0 -90.0 -58.2 -75.0 -90.0 -57.1 -75.0 -90.0 -58.2 -75.0 -90.0 -55.0 -75.0 -90.0 -53.4 -75.0 -90.0 60.8 -51.3 POS NEG 70.0 -75.0 70.0 -75.0 70.0 -90.0 70.0 -73.7 70.0 -75.0 70.0 -90.0 70.0 -67.8 70.0 -75.0 70.0 -90.0 70.0 -62.4 70.0 -75.0 70.0 -90.0 70.0 -58.0 70.0 -75.0 ,70.0 -90.0 65.0 -54.3 70.0 -75.0 70.0 -90.0 70,0 -75.0 70.0 -90.0 58.7 -48.7 70.0 -75.0 70.0 -90.0 58.2 -47.9 70.0 -75.0 70.0 -90.0 57.1 -48.4 70.0 -75.0 70.0 -90.0 56.2 -44.8 70.0 -75.0 70.0 -90.0 55.0 -43.4 70.0 -75.0 70.0 -90.0 53.4 -42.2 70.0 -75.0 70.0 -90.0 POS 70.0 70.0 70.0 70.0 70.0 70.0 87.8 70.0 70.0 62.4 70.0 70.0 58.0 70.0 70.0 64.3 70.0 70.0 51.3 70.0 70.0 48.7 70.0 70.0 47.9 70.0 70.0 48.4 70.0 70.0 44.8 70.0 70.0 43.4 70.0 70.0 42.2 70.0 70.0 38.375 NEG -70.4 -75.0 -90.0 -87.9 -75.0 -90.0 -62.1 -75.0 -90.0 -58.4 -75.0 -90.0 -54.8 -75.0 -90.0 -51.1 -75.0 -90.0 -48.3 -75.0 -90.0 -45.4 -75.0 -90.0 -44.5 -75.0 -90.0 -43.3 -75.0 -90.0 -42.1 -75.0 -90.0 -40.9 -75.0 -90.0 -39.7 -75.0 -90.0 POS 70.0 70.0 70.0 87.9 70.0 70.0 62.1 70.0 ,70.0 58.4 70.0 70.0 54.6 70.0 70.0 51.1 70.0 70.0 48.3 70.0 70.0 45.4 70.0 70.0 44.5 70.0 70.0 43.3 70.0 70.0 42.1 70.0 70.0 40.9 70.0 70.0 39.7 70.0 70.0 43.000 NEG -60.4 -76.0 -90.0 -59.0 -75.0 -90.0 -55.7 -75.0 -90.0 -83.3 -75.0 -90.0 -59.3 -75.0 -90.0 -55.1 -75.0 -90.0 -52.7 -75.0 -90.0 -50.0 -75.0 -88.6 -49.1 -75.0 -88,9 -47.5 -75.0 =84.3 -48.2 -75.0 x 51.8 -44.8 -75.0 -79.4 -43:5 -75.0 -77.1 POS 60.4 70.0 70.0 59.0 70.0 70.0 83.3 70.0 70.0 69.3 70.0 70.0 55.1 70.0 ,70.0 52.7 70.0 70.0 50.0 70.0 70.0 49.1 70.0 70.0 48.2 70.0 70.0 44.8 70.0 70.0 43.5 70.0 70.0 48.000 NEG -54.3 -75.0 -90.0 -52.8 -75.0 -90.0 -58.4 -75.0 -90.0 -63.6 -75.0 -90.0 -51.4 -75.0 -86.0 -48.7 -76.0 -81.2 -46.1 -75.0 -76.4 -45.3 -75.0 -72.5 -42.5 -75.0 -70.7 -41.3 -75.0 -69.0 -40.4 -75.0 -87.3 POS 54.3 70.0 70.0 52.8 70.0 70.0 49.8 70.0 70.0 58.4 70.0 70.0 63.8 70.Q 70.0 51.4 70.0 70.0 48.7 70.0 70.0 48.1 70.0 70.0 45.3 70.0 70.0 43.9 70.0 70.0 42.5 70.0 70.0 41.3 70.0 69.0 40.4 70.0 67.3 50.825 NEG -51.1 -75.0 -90.0 -49.9 -76.0 -90,0 -48.9 -75.0 -90.0 -53.4 -75.0 -90.0 -50.9 -75.0 -88.2 -75.0 -46.9 -75.0 -44.2 -43.4 -75.0 -70.1 -42.2 -75.0 -41.2 -75.0 -68.7 -75.0 -39.2 -75.0 POS 51.1 70.0 70.0 49.9 70.0 70.0 70.0 70.0 53.4 70.0 70.0 50.9 70.0 70.0 70.0 70.0 70.0 70.0 44.2 70.0 43.4 70.0 70.0 42.2 70.0 68.4 41.2 70.0 40.2 70.0 64.9 39.2 70.0 63.3 54.000 NEG -47.9 -75.0 -90.0 -75.0 -90.0 -43.6 -75.0 -90.0 -50.0 -75.0 -47.5 -75.0 -81.8 -45.3 -75.0 -75.0 -43.5 -75.0 -70.3 -42.2 -75.0 -66.5 -41.9 -75.0 -40.8 -75.0 -75.0 -61.8 -38.7 -75.0 -37.6 -75.0 -59.1 POS 47.9 70.0 70.0 70.0 70.0 43.6 70.0 70.0 50.0 70.0 70.0 47.5 70.0 70.0 45.3 70.0 70.0 43.5 70.0 70.0 66.5 41.9 70.0 40.8 70.0 39.8 70.0 61.8 38.7 70.0 60.4 70.0 59.1 57.000 NEG -75.0 -90.0 -75.0 -90.0 -75.0 -90.0 -46.9 -75.0 -84.5 -44.7 -42.5 -75.0 -70.7 41.3 -75.0 -40.1 -75.0 -63.0 -39.8 -39.1 -75.0 -60.1 -38.5 -75.0 -58.7 -37.6 -75.0 -57.3 -36.7 -73.3 -55.8 44.8 70.0 70.0 43.5 70.0 70.0 41.1 70.0 70.0 70.0 70.0 44.7 70.0 42.5 70.0 70.0 70.0 40.1 70.0 63.0 39.8 70.0 61.8 39.1 70.0 ,60.1 38.5 70.0 58.7 37.6 70.0 36.7 70.0 55.9 -42.2 -75.0 -90.0 -41.1 -75.0 -90.0 -38.6 -75.0 -87.4 -75.0 -42.1 -75.0 -40.4 -75.0 -67.3 -39.2 -75.0 -38.0 -60.0 -37.6 -59.1 -37.2 -57.5 -73.3 -55.9 -72.2 -54.5 -71.0 -53.0 POS 42.2 70.0 70.0 41.1 70.0 70.0 38.6 70.0 70.0 44.3 70.0 42.1 70.0 70.0 40.4 70.0 67.3 39.2 70.0 63.5 38.0 70.0 70.0 59.1 37.2 70.0 57.5 38.7 70.0 55.9 70.0 35.5 70.0 53.0 NEG -75.0 -90.0 -38.6 -75.0 -90.0 -38.5 -75.0 -83.2 -41.9 -75.0 -39.7 -75.0 -69.2 -38.4 -75.0 -37.1 -74.3 -36.2 -72.4 -67.3 -35.9 -71.8 -56.4 -35.4 -70.8 -54.8 -34.8 -69.6 -53.2 -34.2 -68.4 -51.6 -33.7 -87.4 -50.0 POS 39.7 70.0 70.0 38.6 70.0 38.5 70.0 70.0 41.9 70.0 70.0 39.7 70.0 38.4 70.0 84.1 37.1 70.0 38.2 70.0 57.3 70.0 70 0 47.5 -75.0 -75.0 -43.9 70.0 56 4 35.4 70.0 54.8 34.8 53.2 34.2 68.4 51.6 33.7 87.4 50.0 TABLE 7.(BASED ON 1/4" TAPCONS OR 014 SCREWS) "0" & "1/4-1/2-1/4 XOX" WINDOWS TEST REPORT: FTL 3580 ALL "0" SIZES UP TO 60.000" WIDE x 63.000" HIGH AND ALL "XOX" SIZES UP TO 120.000" WIDE x 83.00(r HIGH 11 -90.01 70.0 1 4 0 0 NOTE: IF USING 3/1Ir TAPCONS OR 012 SCREWS DESIGN PRESSURE FOR '0" WINDOWS IS UMITED TO 52.1 P.S.F. DESIGN PRESSURE FOR °X0X" WINDOWS IS LIMITED TO 41.3 P.S.F. PRODUCT REVISED so romptyin with Se Florida Deicliss rude Did ANN Nr inwely F.K. B MW D OC nnlinn 9 NO CHANGE DVS SIIEET 1070 TECHNOLOGY DRAB NOKOMIS, F131273 Visibly Beeler ALUMINUM CASEMENT WINDOW, IMPACT PE 65.82D1 • •• • • • • • •••• • •• • • • • • • •••• • • • •••• • • • • • • • • • •• •• •• • • • • • ••• • • • •••• • • • • • •••• • • • • •• •• • • • • • • • • •• • • • • • .••• • • • •••• ZOMPARATIVE ANALYSIS TABLE 11. (BASED ON 1/4" fAPCONS OR #14 SCREWS) "XO" or "OX" & "XOX" UNEQUAL LITE WINDOWS TEST REPORTS: FTL -3580 GLAZING OPTIONS: A. 5/16" LAMI (1 /8 "A..090,1 /8 "HS) B. 5/16" LAMI (118"HS,.090,1/8 "HS) C.7/16" LAMI (3/16 "A,.090,3 /16 "HS) ( FTL -3582 E. 13/16" LAMI (1/8"HS,3/8" SPACE,5 /16" LAMI -W/ 1/8 "HS,.090,1 /8 "HS) FTL -3729 H EIGH T "XOX" VENT FIXED 28.000 36.000 1 38.375 43.000 48.000 50.325 54.000 1 57.000 60.000 63.000 WIDTH WIDTH WIDTH NEG POS NEG P05 !NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEC P05 NEG POS A -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.1 70.0 .64.9 64.9 -60.6 80.6 -58.1 68.1 - 58.1 56.1 -53.3 53.3 - 50.5 50.5 89.264 19.125 31.014 86.919 95.973 108.649 115.892 122.000 123.135 126.000 130.000 130.378 134.000 1 er FK rawer FX 24.000 26.500 30.000 32.000 33.687 34.000 34.791 35.896 36.000 37.000 38.919 42.973 48.649 51.892 54.827 55.135 56.418 58.209 58.378 60.000 B,E C A B,E C A B,E C A B,E C A B,E C A B,E C A B,E C A B,E C B,E C A B,E C A B,E C Awh6rtr A Anabc maws), F.K. Oman .r F.K 3/17101 Wr WSW 7/f00J Dow 12/17102 Motor CI"dv4 -75.0 70.0 -75.0 -90.0 70.0 -90.0 -75.0 70.0 -69.1 -75.0 70.0 -75.0 -90.0 -75.0 -75.0 -90.0 -76.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -74.4 -75.0 -90.0 -74.3 -75.0 -90.0 -72.9 -75.0 -90.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 ADO GLASS TYPE E TO TABLE 11 -90.0 -60.5 -75.0 -90.0 -53.5 -75.0 -90.0 -49.9 -75.0 -90,0 -47.3 -76.0 -90.0 -48.8 -75.0 -90.0 -45.5 -75.0 -90,0 -43.6 -75.0 70.0„:90.0 70.0 -43.5 70.0 -90.0 70.0 -75.0 70.0 -42.2 70.0 -75.0 70.0 -90.0 REVISE TABLE 11, MUSS TYPE$ A A C 70.0 70.0 69.1 70.0 70.0 60.5 70.0 70.0 53.5 70.0 70.0 49.9 70.0 70.0 47.3 70.0 70.0 46.8 70.0 70.0 45.5 70.0 70.0 43.6 70.0 70.0 43.5 70.0 70.0 42.2 70.0 70.0 -75.0 -90.0 -83.4 -75.0 -90.0 -57.2 -75.0 -90.0 -50.4 -75.0 -90.0 -46.8 -75.0 -90.0 -44.0 -75.0 -90.0 -43.6 -75.0 -90.0 -42.6 -75.0 -90.0 -41.2 -75.0 -90.0 -41.0 -75.0 -90.0 -39.7 -75.0 -90.0 NO CHANGE 1705 SHEET 44.0 -48.4 70.0 -75.0 70.0 -90.0 63.4 -56.5 70.0 -75.0 70.0 -90.0 57.2 -82.1 70.0 -75.0 70.0 -90.0 50.4 -54.5 70.0 -75.0 70.0 -90.0 46.8 -51.3 70.0 -75.0 70.0 -90.0 70.0 -75.0 70.0 -85.8 43.6 -47.9 70.0 -75.0 70.0 -85.0 42.6 -46.7 70.0 -75.0 70.0 -82.8 41.2 -45.1 70.0 -75.0 70.0 -79.9 41.0 -45.0 70.0 -75.0 70.0 -79.8 39.7 -43.5 70.0 -75.0 70.0 -77.1 70.0 70.0 56.5' 70.0 70.0 62.1 70.0 70.0 54.5 70.0 70.0 51.3 70.0 70.0 48.4 70.0 70.0 47.9 70.0 70.0 46.7 70.0 70.0 45.1 70.0 70.0 45.0 70.0 70.0 43.5 70.0 70.0 -75.0 -90.0 -50.4 -75.0 -90.0 -55.2 -75.0 -90.0 -50.7 -75.0 -84.7 -47.4 -75.0 -78.6 -44.7 -75.0 -74.0 "XO" & "OX' WINDOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE FIXED WIDTH. TABLE 12. (BASED ON 1/4" TAPCONS OR #14 SCREWS) "XO" or "OX" & "XOX" UNEQUAL LITE WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: D. 7/16" LAMI (3/16 "HS,.090,3 /16 "HS) ALL "XOX" SIZES UP TO 134.000" WIDE x 63.000" HIGH WITH 37.000" MAX. VENT WIDTH AND 80.000" MAX. FIXED WIDTH AND I.90 0 ( 70.0 ALL "XO" or "OX" SIZES UP TO 97.000" WIDE x 63.000" HIGH WITH 37.000" MAX. VENT WIDTH AND 60.000" MAX. FIXED WIDTH l NOTE: IF USING 3/16" TAPCONS OR 012 SCREWS DESIGN PRESSURE FOR "XO" OR °OX" AND "XOX" WINDOWS IS LIMITED TO 41.3 P.S.F. t0707EQBIOLOOVDRIVE NOKOMIS. FL 34270 P.0. COX taa NOKOMIS, FL 34274 -44.3 -75.0 -73.1 -43.1 -75.0 -71.3 -41.5 -75.0 -89.3 -41.4 -75.0 -69.1 -40.4 -75.0 -67.3 70.0 -75.0 70.0 -75.0 70.0 -90.0 50.4 -47.5 70.0 -90.0 55.2 -52.6 70.0 -75.0 70.0 -90.0 50.7 -48.2 70.0 -76.0 70.0 -79.6 47.4 70.0 70.0 44.7 70.0 70.0 44.3 70.0 70.0 43.1 70.0 70.0 41.5 70.0 69.3 41.4 70.0 89.1 40.4 70.0 67.3 -45.5 -75.0 -73.2 -42.8 -75.0 -69.4 -42.4 -75.0 -88.8 -41.8 -75.0 -87.3 -40.4 -75.0 -65.3 -40.3 -75.0 -65.1 -39.2 -75.0 -63.3 Vat* 8••••• 42.8 -41.4 70.0 -90.0 70.0 70.0 -75.0 70.0 70.0 -90.0 70.0 47.5 -44.1 44.1 70.0 -75.0 70.0 52.6 -49.1 49.1 70.0 -75.0 70.0 70.0 -87.0 70.0 48.2 -44.9 44.9 70.0 -75.0 70.0 70.0 -73.6 70.0 45.5 -42.7 42.7 70.0 -75.0 70.0 -88.3 70.0 -75.0 69.4 -64.7 42.4 -41.1 70.0 -75.0 68.8 -64.1 41.6 -40.2 70.0 -75.0 67.3 -62.5 40.4 -38.9 70.0 -75.0 65.3 -60.6 40.3 -38.8 70.0 -75.0 65.1 -60.5 39.2 -37.7 70.0 -75.0 63.3 -59.1 70.0 86.3 41.4 70.0 64.7 41.1 70.0 64.1 40.2 70.0 62.5 38.9 70.0 60.6 38.8 70.0 80.5 37.7 70.0 59.1 -75.0 -90.0 -41.6 -75.0 -90.0 -48.2 -75.0 -81.9 -42.0 -76.0 -69.7 -40.7 -75.0 -64.8 -39.5 -75.0 -81.0 -38.3 -75.0 -60.5 -38.7 -75.0 -59.2 -37.7 -75.0 -57.6 -37.6 -75.0 -57.4 -36.7 -73.3 -55.9 70.0 -75.0 70.0 41.6 -39.2 39.2 70.0 -90.0 70.0 70.0 70.0 46.2 70.0 70.0 42.0 70.0 69.7 40.7 70.0 64.8 39.5 70.0 81.0 39.3 70.0 60.5 38.7 70.0 59.2 37.7 70.0 57.8 37.6 70.0 87.4 -75.0 70.0 -89.4 70.0 -43.6 43.6 -75.0 70.0 40.1' -40.1 -75.0 -38.6 -75.0 -37.5 -74.9 -58.4 -37.3 -74.6 -57.9 CA-740 NTS 8 12 -73.7 -36.2 -72.4 -54.7 -36.1 -12.3 -54.6 70.0 38.6 70.0 61.4 37.5 70.0 58.4 37.3 70.0 57.9 70.0 36.2 70.0 54.7 36.1 70.0 54.6 70.0 53.0 -75.0 -90.0 -36.9 -73.8 -85.2 -75.0 -73.1 -38.0 -75.0 -38.6 -73.2 -58.8 -35.7 -71.4 -55.7 -35.5 -71.0 -55.2 -35.0 -70.1 -53.8 -34.3 -68.6 -51.9 -34.3 -51.7 -33.7 -67.4 -50.0 7045-8 70.0 70.0 36.9 70.0 70.0 41.1 70.0 70.0 38.0 70.0 63.1 70.0 35.7 70.0 55.7 35.5 70.0 55.2 35.0 70.0 53.8 34 3 68.6 51.9 34.3 68.5 51.7 33.7 67.4 50.0 PRESSURES- UNEQUAL CONFIG. X0, OX XOX ALUMINUM CASEMENT WINDOW, IMPACT UNEQUAL LITES 0 UNEQUAL UTES PRODUCT REVISED as complying n Melds &Min Cede Acegnialso No *Wen Date By lia PE 858701 Mechanical • • •• • • • •••• •••• • • •••• • •• • • • ••• • • •• •• • • • • • •••• • • ••• • • •• • • • • • • • • • • •• •• • • •••• • • •••• • • •• • • • • • MAX. HEIGHT (SEE SHTS. 3 & 4) VERTICAL SECTION OPERABLE UNIT MAX. DAYLIGHT OPENING FIXED & OPERABLE VENT (SEE SHTS. 3 & 4) VERTICAL SECTION FIXED UNIT REFERENCE "XO ° & "XOX"FRAME ASSEMBLY DETAIL, SHEET 10 HORIZONTAL SECTION - XOX MAX. FIXED LITE DAYLIGHT OPENING (SEE SHT. 3) MAX. WIDTH (SEE SHT. 3) MAX. VENT DAYLIGHT OPENING (SEE SHT. 3) MAX. WIDTH (SEE HT. 3) HORIZONTAL SECTION - XX WW W MAX. VENT I— DAYLIGHT OPENING (SEE SHT. 4) MAX. WIDTH (SEE SHT. 4) HORIZONTAL SECTION - X REFERENCE •XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 10 f REFERENCE "XX" FRAME ASSEMBLY DETAIL, SHEET 10 BY M6 DI PRODUCT REVISED o tampbtep with Ibe pblde Belding Cade Anephnet No nlba Date 7 /a /o3 70 F.K. 3'1 FK. Srt7A73 F.X. A NO CiKi THIS SHEET Minded ey ewe er a.b 32303 771303 A.wr.,a B ADO ,vir1.R GLA21NG BEAD ITEM wr en F.K. F.K. 12/17/92 SNOW TOP HINGE 1070 TEC79e0LOOYORNE N0KOM18, FL 3477E P0. 8051529 NOKOMIS, 8.34774 Visibly Better no_r- a SECTIONS ALUMINUM CASEMENT WINDOW, IMPACT CA•740 NTS 9 12 as.. Ns 7045-8 I C LUCAS A. Timer. P.E. PE 85E201 M•rtiOMCal • •• • • • • • • • •• • • • • • •.•• • • • • •••• • • • • • • • • • • • • • • • • • •• • • • ••• • •• •• • • •••• • • • • •• • •• •• • • • • • • • • •• • • • • •••• • • • • ••• • FRAME ASSEMBLY TUBE, MATL: 6083-T6 'X' FRAME JAMB "XX" FRAME ASSEMBLY DETAIL FRAME ASSEMBLY TUBE, MATL: 6063 -T6 "X' FRAME JAMB "X" FRAME JAMB '0' FRAME JAMB "XO" & "XOX' FRAME ASSEMBLY DETAIL FRAME HEAD OR SILL #8x1 QUAD PH SMS (2) PER CORNER #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3" APART AT MID-SPAN #12x1 PH TEK SMS 13' MAX. O.C. W/ (2) SCREWS 3' APART AT MID-SPAN SASH FRAME ASSEMBLY DETAIL MAIN FRAME ASSEMBLY DETAIL NOTE: ALL ALUMINUM SHALL BE OF 8063 -T6 #8x1 QUAD PH SMS (2) PER CORNER SASH FRAME SIDE RAIL SASH FRAME TOP OR BOTTOM RAIL 1.159" 2.139" O SASH FRAME HEAD, SILL, JAMB MAIL: 6063 -T8 DWG# 7003A 2.784" 0 FIXED FRAME HEAD, SILL, JAMB MAIL: 6063 -T6 DWG# 7005A 3.544° .082" NOM. FRAME HEAD, SILL, JAMB MAIL: 6063 -T8 " DWG# 7002A 7 2.854' .062" NOM. F .a•- F.K F.K F.K F.K. Dow 9117113 30&w 7 /MBO3 12/17/02 Maitor B c away RENSED FRAME ASST DETAIL SCREW SPACING NO CHANCE THIS SHEET NO CHANGE THIS SHEET OAK 1070 TECNNOLOOYDRIVE NOKO910. fL 342275 P.O BOX 1529 NOKOMIS. 71.34274 V,iby Bare. EXTRUSIONS & ASSEMBL DETAILS ALUMINUM CASEMENT WINDOW, IMPACT oc CA-740 I NTS 10 12 7045-8 loess A. Tumor. P.E. PE /88201 Mwaniarl • •. • • • •••• •• • • •••• • •• • • • •• • • • •• • • • • • • • • •••• • • •••• • •• • • • • • • • • • • •• •• • • •••• • • •••• • • •• • • • • • PARTS UST ITEM 2 3 4 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 30 31 32 33 40 41 43 44 45 46 S 31 52 53 54 55 67 68 69 70 71 72 RAW or F.K Awed t7 F.K. F.K. F.K. pwn e7 F.K. DWG 7002A 1155 7008 7003A 1153 7017 7009 7024 7026 7014 1157 7013 7015 7028 7027 7030 7031 7032 7033 7022 7023 7042 1224 1634 7006 7040 1635 331 7004A 7011 7012 7019 7018 3/17/07 Oalw 32W7 Wrikor awe 7 //OA1 1 C Mee., an POT. M 78IPQA 78IPQA 67017K 78X78PPSMS 7858ZA 7I0X12FP 7036 611'247 6163K 61635K 60976 78x12PSTW/B 67004 712XIPPT 711573 7FIAHD DESCRIPTION MAIN FRAME . HEAD, SILL R JAMBS 68 X 1 QUAD PH SMS FRAME CORNER KEY 1/2"X1/21( Ur CLOSED-CELL FOAM TAPE SASH - TOP, BOTTOM & SIDE RAILS M8 X 1 QUAD PH SMS BULB WEATHERSTRIP .187X.240 SASH CORNER KEY MAXIM MULTI-POINT LOCK LOCK SUPPORT PLATE 810-24 X .562PH. PN. TYPE P MULTI-LACK KEEPER (RH• & LH) 68 X .875 P11. P14. SMS TIE BAR GUIDE TIE BAR ASSEMBLY MAXIM DYAD OPERATOR MAXIM DUAL ARM OPERATOR OPERATOR GASKET BACKING PLATE 68-32 X .375 PH. PN. TYPE B STUD BRACRET(LH. R RH.) 68 X 5/8' FLT. P111. SMS OPERATOR TRACK & SLIDER (DUAL ARM) SNAP-ON HANDLE 12' HINGE (HEAVY DUTY) 610 X.500PILPHL 5/16' LAMINATED (I/8A & 1/OHS GLASS) .090 INNER LAYER - SOLIIT7A OR DUPONT PVB 5/16" LAMINATED (1/8115 & 1/8118 GLASS) .090 INNER LAYER - SOLU[7A OR DUPONT PVB 7/16' LAMINATED (3/16A & 3/16168 GLASS) .090 INNER LAYER - sown* OR DUPONT PVB 7/16' LAMINATED (3/16HS R 3/16113 GLASS) .090 INNER LAYER - SOLUf1A OR DUPONT PVB GLAZING BEAD (5/161 GLAZING EEAD (7/16") VINYL BULB WSTP(7HICK) SILICONE - DOW CORNING 899 OR 995 PARAROND SETTING R10CK SCREEN FRAME SCREEN CORNER KEY SCREEN CLOTH SCREEN SPLINE - SERRATED CASEMENT SCREEN CUP 68 X.500 Sq. PN. TEK SMS CASEMENT FRAME ASST. THEE. 612 X 1" PH. PHIL TEK. LOCK SUPPORT PLATE LOCK SPACER SNAP -ON T- HANDLE 11400 FOLDING HANDLE NO CNG 1141.9 SHEET ADD 43/10" L0. 04.4388 ODAZINO BEND NO CHANGE THIS SHEET tem 1010 TECHNOLOGYORIVE NOKO.MIS, R 34275 P.O. BOX I52• NOXOMI3. RL 34274 ITEM 73 74 75 80 8 82 83 85 86 DWG 7025 7016 7005A 1155 7010 7007 7047 PGT. b 70834A 78IPQA 67407 13/16' DESCRIPTION MAXIM SINGLE LOCK SINGLE LOCK KEEPER M8 X .730 QUAD PN SMS FIXED WINDOW FRAME - HEAD, SILL & JAMBS 68 X 1 QUAD PN SMS FIXED FRAME CORNER KEY INSTALLATION 6101E COVER GLAZING BEAD (13/16" I.G.) LG. GLASS (1/8 • HS,3/8 "ABi SPACE4/16 "LAM( 5/16' LAMI (2 LIES OF 1/8•HS GLASS WITH AN .090 INNER LAYER - SOLUTIA OR DUPONT PVB .706" .050" .865" 0 5/16° GLAZING BEAD MATL: 6063 -T6 DWG# 7036 .523" —1 .050" .865" C)7/16" GLAZIBEAD MATL: 6063 -T6 DWG# 7042 .040° 1.000" .423" - 0 CASEMENT SCREEN FRAME MAIL: 6063 -T6 DWG# 7006 Visibly Belt, r_ eimeoret C4 -740 I NT .172" .870" L .050' 1 I" Yom— .569° O 13/16" GLAZING BEAD MATL: 6083 -T8 DWG# 7047 .125" .062" �I 1.124* r- .093" 1 093" J CASEMENT FRAME ASSEMBLY TUBE MATL: 6063 -T6 DWG# 7004A 1 2.701" PARTS LIST B EXTRUSIONS ALUMINUM CASEMENT WINDOW, IMPACT 11 ° 12 I HAL 7045 -8 —.289° . l � INSTALLATIOO� HOLE COVER MAIL: 6063 -T6 DWG# 7007 PRODUCT REVISED n mmplAos whh He Fluids Raiding Code Accepts= No Data Lone A. Turner. P.E. P6 400201 Mechanical • • • • • • •••• •••• • • •••• • •• • • • ••• • • • • •• •• • • • • • •••• • • •••• • •• • • • • • • • • • • •• •• • • •• • • • • • •• • • • • • APPROVED WOOD BUCK 1 1/2" OR MORE THICK (SEE NOTE 2) 1/4" MAX. SHIM — #12 OR #14 SCREWS NOTES: L MIN. EMBEDMENT OPERABLE UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK 1/4" MAX. SHIM 3/16" OR 1/4° TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) APPROVED WOOD BUCK LESS THAN 1 1/2" THICK (SEE NOTE 3) 1/4" MAX. SHIM 3/16' OR 1/4" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) 1 1/4" MIN. EMBEDMENT OPERABLE UNIT FRAME TO CONCRETE 1 M 1/4 IN EMBEDMENT OPERABLE UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2' THICK 1/4" MAX. SHIM 3/16" OR 1/4° TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) 1. USE ONLY MIAMI -DADE COUNTY APPROVED ELCO OR ITW TAPCONS. 2. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS 1 1/2" OR MORE THICK TO BE ENGINEERED BY OTHERS AND TO BE REVIEWED BY BUILDING OFFICIAL. 3. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS LESS THAN 1 1/2' THICK TO BE ENGINEERED BY OTHERS. APPROVED WOOD BUCK 1 1/2" OR MORE THICK (SEE NOTE 2) 1/4" MAX. SHIM #12 OR #14 SCREWS 11/2" MIN. EMBEDMENT FIXED UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK 1 1/4' MIN. EMBEDMENT FIXED UNIT FRAME TO CONCRETE APPROVED WOOD BUCK LESS THAN 1 1/2" THICK (SEE NOTE 3) 1/4' MAX. SHIM --y 3/16" OR 1/4' TAPCON 1/4' MAX. SHIM —7 (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMB. 1 114' MIN. EMBEDMENT FIXED UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK PRODUCT RF.V111ED tomphlah wifY the Molds 8e{dlq Cade Aetepune N• ration ate Dh e' 9 nova er FK ParddK Fit Orr 9/17179 3/25/79 rower 00r FK 7/10017 F.K. 12/17102 iarwry r ADDED 014 OCREW OPTION NO CHANGE 7783 SHEET C NO CHANGE THIS SHEET Wr Oak 1070 TEtlW0LODYDRIVE NOKQ0IS. F134273 P.O.OQX 1620 N0X0M3. Ft 31774 II T Visibly Better ANCHORAGE DETAILS ALUMINUM CASEMENT WINDOW, IMPACT Y(w4YY M' CA -740 NTS 12 d 12 lo�.ew 7045-8 Poe C Lune A. Turner. P.E. PE $58201 MediaNd '7404 3 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION iR COVED MAR t 2 O NOTICE OF ACCEPTANCE (NOA) W.06 - 2R, PGT Industries P.O. Box 1529 Nokomis, FL 34274 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dace County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series SWD -101 Outswing Aluminum French Door- Impact APPROVAL DOCUMENT: Drawing No. 971, titled "French Door X, XX ", sheets 1 through 4 of 4, prepared, signed and sealed by Robert L.Clark, P.E., dated 4/13/01, bearing the Miami -Dade County Product Control Revision Stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA 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 NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for imp it on at the job• itg at he request of the Building Official. This NOA revises NOA 101 - 0427.0 ar d$41ststcof this page 1 as well as approval document mentioned above. The submitted documentation vfdt @fetedbp thedgpre Berman, P.E. .. ... .. • • • .. • • • ••• • • • • • • • • • .. • • • • • • • • • • • • .. • • .. • ... • ... • .. • • • • • • • • • • .. • ... • • • ... • • • • • ... • • • • • • • • • • .. • MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 163 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOA No 02 -0701.12 Expiration Date: November 22, 2006 Approval Date: July 12, 2002 Page 1 • • • • Vol LS a 1 • •000 OLEN I/4 arm ® TYP HFAD 112 ireA0 I/4 llum TYP. SILK 112 FIATICAD ® TYP. HEAD MOT 14.67 TRUISM. 102542 LOW M SUS _r / RobertLaerk, PE. P.E. #347l2 Structural II - g_ JAM E H MAI au am Roc z • MIAMI WM 0 I IN 1 SH 0 0=11 YMMIIIIIIIIIIIIIMIII VaZikAtAl IIIMEill2264 ) Galik411.7gaik01•1111 1111511111111111111MMIDMITAIEffiXtri,mthidati•EmMTIMVIIMININILIMIL HEY' _MUSS WASHER US N ififilEam door op 41 bcq. roll FASTEC FASTEC INDUSTRIAL T eo. door o & bo . roil INDU - nu. exictigzilig-mAllffelvilrIg'IV11 firelNIZIVAMAIIMMEMPKIIII NEN Icii1D1111111•1■11FaV311111 •uzzg;g2IMINMI MI Flia1.7WM1411,1 GMA111:19/04041111111111111CMPAIIIIII 17/1112XYLIWaraArisSILTAIIIIII E/4;/•i;!.vaIEHRTIJ • UR rot- rinum1111111V41.11=M1111n I Z.IIMINIPMEMIN=11 KEN ILC1(41-.1121/111/.1 Itiki•MaAIRSIMM2TX:111=1=1EMAIEW FA1111I1171MitilW.11W/ELIMINNII tirti „A t731aAil, - • • - 11'!' :TM: i i 1 lad LiAlf7 Itill1147.1,10liAlEIPLRICPPIlLkW:a riltki!all FMar Ift.A [41fraattial7/• -MIMI= tklif.47/1111^1e7.11ff-11M11=1■111111'14:ra MI trIIM411-11[2.2A PLEZKEI IttalWrifrE2M17/11111■111/7.cfgalmloWillf.T=11 rxmwvavY....777tmommmr.Rwain■■•••=wigi:oivrcia-iwamiwm.iinsm ItEirkirommrl'2Diaffx Pia MYLIIIIihilE14111FOIMIONUIT7.674.1M77:glIrMANNIIMINIIIILWY41/Nacii:MIIIIII EFAIWOWNIPAPIOL3111=111111W21:1111 M 111 r • • • - head WE14114 WI.11111EI . IldEirelNIIIIMINNEIVI416 PM-Ma PIA • !NATAIIMIkdr.1 . • I•.•.• Lidi1E.013•11= riilAikt.141111 IFNI rirrestfiteil NEMillINC , IGE/11r1 • 1 IIIIMIN UI-10 60380 60411 Win •7:41/01FEID ral D - It IN I -• I . ccilriaTg, I ' I- ji Pill takff.TIY n i ,_,., ‘ wf Walr"ZigUIEfril1111 T i rei li tzifl Ell 2 -! 1 * WM ranrwiamatims■ Ivi QTY./DESCRIPTION VENDOR ALU AX VENDOR # AF- 0 5 00f roil Gla2P1114 Mai) imrst ratmuramomuLewi_qpi Pre 11111•W11•11111 MEM= 11111■11•1•111111161WWIalliihillidIMMEIridhilikillIMI =1.1111.1.M111. 11 E UM 111 N= LiY1i1Noligifi MINIM 1 111 1 1 1 1■1 Etr.tgalL2gegl DESCRIPTION DOOR SILL 60 5 DC0R : alMI 60376 1111MK. • Mailiae.T. .2S0 x .187 AN • STRIP rffIEZNIIIIEN€7 Ira fir VIE XF-i r:7 •U IT .714 Itawtslonc 0) added 2 pt. lock info 1 1/14 DAMMAM Mips: .t r SerissAiedirt SWD-101 DimcdpUom • • PRODUCT ItliViSICD • • • • • • MODUCtaNtAiel2 • • 1i* ascompbriss with IN MAI. • ' Amol•••• 2 • •.• :ACrEPTMMIK.•7•1-0,4■ • borukal Blinn Cwis • DCF1R6111:10l1014:10•185•1■2111117•14 • Dry IS 4, 54.. • .. • • • utn v r i ;15km 1070 Technology Dr. Nokomis, A. 34275 • 4 INDUSTRIES French Door — Anchorage B.O.M. PC? NO MOOR NM Stab: SAW: Orsreng tto 40f4 971 7 1/2' -- 2 POINT \\ LOCK OPTION / i ;r ' 7 1/2 " - + 13" +I MAX. ON CENTER TYP. HEAD & SILL /f 13.5" 1 TYP. MAX. 5 1/2 } SEAL/WT ON FRAME CORNERS & PANEL CORNERS 7 1/2' 95.750 2 --."g1 OPRON / I h - 63" I MAX. SEALANT ON ON CENTER FRAME CORNERS ORNERS TYP. HEAD & SILL & PANEL CORNERS X X u Robert L park, P.E. P.E. #39712 Structural 71.750 9 Yotertae / 7 1/2' 5 1/2" 13.5' Ra.41av: 0) added 2pt. lock info •••• P RODUCrREVUSED • 1 • • as campy* iMltblbtid• • • Cotk • 13.5' • • N ./ eend022 • I 'sue • 1 TYP. MAX. • • 5 1/2" • • Cptr+atfon: LARGE MISSLE IMPACT DOORS 1.) CLAZING:.401 . • r INATED ?ER (MONSANTO OR DUPONT) 2. CONFIGURt AO - • X. XX J. DESIGN PR '• URE RATING: Jo) .464 LA , .t S.F. -75 P.S.F. .3b) .40 M.. +60 P.S.F. -60 P.S.F. 4.) ANCHO MAX. 7 2' FROM CORNERS (HEN) & SILL) MAX. 5 1 FROM CORNERS (JAMB) MAX. SPACIN • & SILL: 13.000 AWf. SPACING AT 00 5.) NO SHUTTERS REQUIRED 6.) REFERENCE TEST REPORT: FTL -2241 7.) FOR LOCKING ASSEMBLY OPTION - SEE SHEET 3 OF 4 •••• ▪ • • • • • •••• • PRODUCT RENEV;PV • ••• • • • AccErrANt$ tt. a' D11 %-I.04 EXPIRATION IIA I NMWtt• 12 2Da • • Uy k54�5�Llaw•1. _ • A,vyucrriPLOANIS1oN • • Oi11[D11x1Ca0i?SEti • • • • •• • •••• • • • • • 1070 Technology Dr. Nokomis, Fl. 34275 INDUSTRIES tiered m: pats: Chad rd. French Door — X, XX A6. 1 I /17/00 per Kt MOOR NR seat.: Shoe: Dro.atp Ne. Rare Brawn qr 0.8. 2 /16/98 1 x 1a4 971 D 95.750 93.625 .489 EXTERIOR ROUGH - OPENING 1.272 4.000 4.000 ROUGH OPENING SEE SHEET 3 FOR ANCHORS .250 . SPACE 0 '',..•• 1.750 3.000 -1 1 -�- 3.000 1.479 84 3/4" AAYUGHT OPENING MAX. SHIM . 250 SPACE VERTICAL SECTION INTERIOR 1.489 f XSPA2505 ` CE M } ROUGH OPENING # 1/4 i� o Ro 7 rt� ca&k. P.B. P.B. #39712 Structural 71.750 EXTER!OR HORIZONTAL SECTION INTERIOR D oaded 2 pt. lock info Docked .aro Moab.: t' sums/mode SWD -101 Read en row c w Ar�0ta: a 0.a III /17/00 1 dam te D.B. 2/16/98 D..eryDon: PCT N0: INACTIVE PANE(, V£NDCR MOe French Door — Elevot'ons • • •• • • : 111 •• • • ct.rr. •••• •• • • • ". , •••• • •. • 1070 Technology Dr. Nokomis, Fl. 34275 Scoho tari 1 2" a4 t» Na. • .'RODUQ' §Q :.. • • • • • • • • • • ACCEI'TAt'I7�No GI - .d 4 11 ' caq. � •. p . • crnRAT1oI um?, NWswEl 221'W' • • • • tt Ict, • &thaN.14- room VI=ION ammo YI • • • JIrCEI /}1KS •. • • .. • • INDUSTRIES 971 M AX. S IM SPACE ROUGH OPENING 1.480 • • • • • • ,T_ 03/1 Matelot Roved BL: bate 11/17/00 Robert L. Clark, hta.a er • D. B. 1 2/16/98 J 1 �I O !!1.1 I CJ T neemn.4 4 1 a w ..0c * Ngrr: 4 1' s.a,/+be.¢ SWD - 101 beepmlba: French Door — PCT NO: Exploded /Glazing *no, No: scab: Shoo po.hq Noy 3. 971 3 POINT LOCK ASSY, 2 POINT LOCK ASSY, 11 4 11i 1/8 ANN. .090 ammo 3/16 ANN. -1 L .250 ANX. 9111.1 Ti 3.000 --� SPACE 1.489 _401' L4Y_ WAIONSANTO S4ELEX RITEAL4yER OR .401' LAY. W/DUPONT BUTAL1IE INTERI 4y7R SEE itQj[. j ON SHEET L DESIGN PRESSURE RATINO: ±66 mf Rabble: 0) added 2 pt. lock info 3/16 ANN. .090 3/76 ANN. -1 1070 Technology Dr. Nokomis, Pl. 34275 .250 MAX SHIM I.-- .1000 --1 SPACE .494' LAM. W/YONSANTO sAn r9 PYR INTSR1AY R OR .484' LAU. W/OUPONT PIITAIITF INTERLATER SEE NOTE O ON SHEET DESIGN PRESSURE RATING: ±75 DO. • • 1 • • MUM* • • • 01111•p 'Ai ere florid. • • • • WEN Oft • • Aespt•sw NNN • 1. 12 • • • • Otetro• • • • • .• • PRODtCX sericV PD• • • • • • ACCCPTANC[ Pi,. 4111- • • • • E1W1RAA7ONDAl% Nn4114ept72/24. • • � V • I .,,. • .l , . • • . �oq� : • - r .. • • • • wanrtrdl •~ f 7 E .: • • • •• • • • 7.489 • • • FAT INDUSTRIES R..: