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PLANS^ - -4 ^ ■ • • _ •A • • ...... y • - 1 , A - 2"x Ptiv(e-i --- Caric, ePAP 9 , 1‘ 1 6 /kir VI..) 9 $M:, -,,,-- Ttikitil .., ftboR, ..,.. 1:s.... .• ..._ 7--- - --I-' (44( ' 5 0(3 k - • , C .,..1 .• :iii-*- ---" ,.. a ...,...„, :... v : ..... „4 ,,. , -\.-1 ...,;.- ' - _ i ,, 36 r retr ._ ...,e..c..14 rttA. _ — 10 "/K 'ii" C441( - rOaj WI c) -• • . ---..:., - i Ili 149 .S t ...;" , • •V - 4 ' • - , _7 C) CoN5C, 06• rf -I 3 - vg (.04c, rfu. IL _ - r JAk.0%)If, • /$4C. O 1 : f .‘,"":"-- • •-• . . . . . . . . . . . , . . . . , 76.00 MAX. (64" MAX. FOR 1/4" TEMP. OR 3/16" SENTRY GLAZING) .250 MAX. SHIM SPACE 70.00 DAYLIGHT OPENING MAX. (58 MAX_ FOR 1/4 TEMP. OR 3/16"' SENTRY) SECTION A —A REFERENCE TEST REPORTS: FTL -1517, FTL -1518, F17.-1519, FTL -1520 & FR -1535 SECTION B -6 GLAZING OPTION: 5/16" GLAZING OPTION: "SENTRY GLASS" Robert L Clark, P.E. PE /39712 St{ucturol .25" MIN INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX . 1529 NOKOMIS, fl. J4274 ATTACHED WITH B.O.M. ITEM 27, 4" FROM EACH END AND 16" CENTERS HORIZONTALLY, AND 3.5" FROM EACH END AND 18" CENTERS VERTICALLY GLAZING OPTION: 1/4 Revsd By: Dote: L.T. 4/18/02 Raved By: Dote: F. K. 9/7/01 Drown By: Date: R.S. 2/12/97 Description: VERTICAL SECTIONS Senes /Model: C -700 :25 MIN Scale: NTS Revisions: COMP. ANALYSIS Revisions: COMP. ANALYSIS ALUMINUM CASEMENT WINDOWS Sheet: 4 of 1 1 .25" MIN PRODUCT REVISED ss complying with die Florida Dvidiag Code Acceptance Pio 0 ?- 6 Ye J. oI Fsplratino Du /t Dy '■ rei •e P • Cantml Oro wing No. 330 24.375 DAYLIGHT OPENING MAX. REFERENCE TEST REPORTS: FTL -1517, FTL -1518, FTL -1519, FTL -1520 dc FR .-1535 P 31.625" DAYLIGHT OPENING MAX. (24.375" FOR 1/4" TEMP. OR ,3/16 " SENTRY) 36.125" (28.875" MAX. FOR 1/4" TEMP. OR 3/16" SENTRY) 74.50" MAX. (60" MAX. FOR 1/4" TEMP. OR 3/16" SENTRY GLAZING) SECTION D -0 31.153" DAYLIGHT OPENING MAX. (23.9 MAX. FOR 1/4" TEMP. OR 3/16" SENTRY GLAZING) 35.653" (28.4" MAX. FOR 55.187 DAYLIGHT OPENING MAX. ---� 120.000 MAX. SECTION C —Q 1/4" TEMP. OR 3/16" SENTRY) 37.250" MAX. (30" MAX. FOR 1/4" TEMP. OR 3/16" SENTRY GLAZING) SECTION —c Robed L Clark, P,E, PE 139712 Structural 1070 TECHNOLOGY ORIVE NOKOMIS, fl. 34275 P.O. BOX 1529 NOKOMIS, FL' J4274 Revsd t?y Mote: L. r. 4/18/02 Reved Pr Dote: F.K. 9/7/01 Ovn�.n B1^ Dote: R.S. 2/12/97 D.acrfption: 28.875 Revisions: COMP. ANALYSIS Revisions: COMP. ANALYSIS HORIZONTAL SECTIONS TRIE ALUMINUM CASEMENT WINDOWS Series/Modek S core: Sheet: Drawing No. C -700 NTS 3 �' 1 1 330 PRODUCT REVISED as cc p 1 J'tag with the Florida Belding Code• Acccptaace No ot. o y13, o j Expiration D . , � vii B Miami Dade Product n Divfiloo Rev: 64" MAX. 63" c' MAX. g J X _ / < / i 28.4" 30" MAX. 61.5" 7 / / 120" MAX. 63" MAX. 28.875" 55.187" MAX. FIXED _ MAX. LITE DAYLIGHT OPENING VENT WIDTH \ / \ / \ / MT 1 XOX r 's\ 28.875" --- 60" MAX. 62.5" Robert L Clork. P.E. PE 1139712 Structural XX 61.5" LARGE MISSLE IMPACT WINDOWS 1.) GLAZING: 3/16" SENTRY GLASS 2.) CONFIGURATIONS: X,XX,XOX 3.) DESIGN PRESSURE RATING: SEE COMPARATIVE ANALYSIS TABLES ON SHEET 8 4.) ANCHORAGE: MAX. 6" FROM EACH CORNER XX AND XOX CONFIG: 2 ANCHORS 4" APART, 4" FROM EACH MEETING RAIL MAX. SPACING AT HEAD & SILL: 11.000 MAX. SPACING AT JAMBS: 16.000 5.) SHUTTER REQUIREMENT: NONE REQUIRED 6.) REFERENCE TEST REPORT: FTL -1517 'INDUSTRIES a 1 070 : DRIVE 'NOKOMIS, FL -34275 P.O. t80X :.1529 NOKOMIS, f.1 _34274 Rersd By; Dote: L.T. 4/18/02 Reread By: Dote: F.K. 9/7/01 Drawn BY Dote: R.S. 2/12/97 Description: Revisions: COMP. ANALYSIS Revisions: COMP. ANALYSIS PRODUCT REVISED as complying Mitb tAe Florid* Budding Code Acceptance No OZ-oyt?•QS Expiration Datt / .'e/ f , 2 By :ALUMINUM CASEMENT WINDOWS Series/Model: !Scott: I Sheet: Drawing No. C -700 NTS 2 0 1 . 330 Dig isioo FRONT VIEWS, ELEVATION, IMPACT ct Con Rev: F Ft INDUSTRIES 1070 TECHNOLOGY (NNE NOKOMS, FL. J4275 P.O. BOX 1529 NOKOMIS, ft J4274 Reid By: L.T. ,� R F.. K Date: 4/18/0 D ote: 9/7/0 2 12/97 '7G isions: COMP. ANALYSIS Revision,: COMP. ANALYSIS Dro wn 9y Dote: De : FRONT VIEWS, ELEVATION, NON — IMPACT rfle ALUMINUM CASEMENT WINDOWS Series /Mo4el: Scaly. C -700 NTS PRODUCT REVISED as complying with the Florida Bo iding Code Acceptance No 1 (t� 01 Expire •.. Dat • tI a B iaml 'e Product Co v/ Alrliioo Sheet: 1 of 1 1 Drawing No. 330 !Rev: 76_"` MAX: (64-"' MAX. FOR 1/4"` TEMP. GLAZING) 64 " c MAX. -4 4 35.653 3725 MAX. X ® 74.5' E x ( 4, 55.187" MAX. FIXED LITE DAYLIGHT OPENING 120" MAX. 76" MAX. (64" MAX. FOR 1/4 TEMP. GLAZING) 28.875" r MAX. VENT WIDTH XOX j 62:5"` ® I 36.125 74.5"' MAX. Rdb ert L Clork, P.E. Pt: #39712 Stru :turol XX NON—IMPACT WINDOWS F7 — .. ( X AND XX CONf7GUf,A77ONS ) 1:) GLAZING: DSO, 3/16" ANNEALED, 3/16 HFA STRENGTHENED OR TEMPERED, 1/4 TEMPERED Z.) CONF7GURATIONSt X,XX 3) DESIGN PRESSURE RATING: SEE COMPARATIVE ANALYSIS 'TABLES" ON SHEETS 5 & 6. 4.) ANCHORAGE: MAX.. 6 FROM EACH CORNER XX CONFIC: 2 ANCHORS 4" APART, 4" FROM EACH MEETING RAIL 74.5" MAX. SPACING AT HEAD & SILL: 11.000 MAX.. SPACING AT JAMBS: 16.000 5.) SHUTTER REQUIREMENT MIAMI —DADE COUNTY APPROVED SHUTTERS ARE REQUIRED. 6:) REFERENCE TEST REPORTS: F71-1518 & F7L -1519 NON -- IMPACT WINDOWS ( xox CONF7GURAT7QN ) 1.) GLAZING: 3/16" ANNEALED, 3/16" HEAT— STRENGTHENED OR TEMPERED, 1/4 TEMPERED 2.) CONFIGURATIONS: XOX 3.) DESIGN PRESSURE RATING: SEE COMPARATIVE ANALYSIS TABLES ON SHEET 7 4.) ANCHORAGE: MAX 6'" FROM EACH CORNER 2 ANCHORS 4"' APART, 4 FROM EACH MEETING RAIL MAX. SPACING AT HEAD & SILL: 11.000 MAX. SPACING AT JAMBS: 16.000 5.) SHUTTER REQUIREMENT MIAMI—DADE COUNTY APPROVED SHUTTERS ARE REQUIRED. 6.) REFERENCE TEST REPORTS: FTL -1520 & F7L -1535 M IA M I•DADE ACCEPTANCE NO.: 01- 0102.01 E X P I R S' 09/ 13/2004 APPROVED: 09/13/2001 PRODUCT CONTROL NOTICE OF ACCEPTANCE PGT Industries 1070 Technology Drive Nokomis ,FL 34275 The expense of such testing will be incurred by the manufacturer. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE MIflRO - DADE FLAGI,Iil2 BUILDING 110 1VGS1' FLAGLER STREET, sum; 1(03 MIAMI. FLORIDA 33130 -1563 (305) 375 -2901 I'AX (305) 375 -29(18 CONrRACI OR LICENSING; SECTION (305) 375.2527 FAX (305) 3752558 coNTRAcron ENFORCF:rIENI* 1) !VISION (305) 375.2966 I'AX (305) 375 -2908 PRODUCT CONrROI. DIVISION (305) 375-2902 FAX (305) 372 -6339 Your application for Notice of Acceptance (NOA) of: Sere§ PW 701 Aturitrium Fired Window • Non ImprtSc Imp:act Resistant undei Cliapter 8 ~ oftIie Code or Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. Raul Rodriguez Chief Product Control Division TIIIS IS TIIE COVERSIIEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Oflicc \\ s045000Ilpc200011cemp (aces\notice acceptance cover page. dot Internet mail address: postmaster @buildingcodeontine.com Homepage: hits : / Awww.buildingcodeonline.com PGT Industries ACCEPTANCE No.: APPROVED: EXPIRES: NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 2 01- 0102.01 SEP 1 3 2001 SEP 1 3 200 1. SCOPE 1.1 This approves an aluminum fixed window, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series PW -701 Aluminum Fixed Window — Non - Impact and Large Missile Impact Resistant and its components shall be constructed in strict compliance with the following documents: Drawing No 4231, Sheets 1 through 8 of 8, titled "PW -701 Aluminum Fixed Window," dated 8/13/01, prepared by manufacturer, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIM1'I'ATIONS 3.1 This approval applies to single unit applications only, as shown in approved drawings. 3.2 Non - Impact Resistant windows, for Design Pressure Rating vs. Window Size, sec Comparative Analysis Tables in Sheet 8 of 8 of approved drawings. 3.3 Impact Resistant windows, see Design Pressure Rating in Sheet I of 8 of approved drawings. 4. INSTALLATION 4.1 The aluminum fixed window and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): to determine whether the installation requires a hurricane protection system or not, see corresponding table in approved drawing. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies oldie following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. Manuel erez, P.E. Product Control iininer Product ont .I Division PGT Industries ACCEPTANCE No.: APPROVED: EXPIRES: + NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 01- 0102.01 SEP 1 3 2001 SEP 1 3 2036 1. Renewal of this Acceptance (approval) shall be considered afer 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: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d. The engineer, who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the tiling 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 purpose. 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 w ell 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 sitc at all times. The engineer does not need to reseal the copies. 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, and this last page 3. END OF TIIIS ACCEPT tNCE 3 Manuel erez, P. E., Product Contrsg liner Produc • rol Division COMPARATIVE ANALYSIS FOR: 3/16" HEAT STRENGTHENED GLASS CONFIGURATION: X FTL -1518 WINDOW WIDTH WINDOW HEIGHT 26.000 (2) 38.375 (3) 50.62554) 63.000 (5) 76.000 (6) NEG POS NEG POS NEG POS NEG POS NEG POS 19.125 (2) -135.0 104.0 -135.0 104.0 -135.0 104.0 -104.6 104.0 -84.1 84.1 20.000 (2) -135.0 104.0 -135.0 104.0 -131.5 104.0 -100.8 100.8 -81.0 81.0 24.000 (3) -120.4 104.0 -120.4 104.0 -115.3 104.0 -87.3 87.3 -69.6 69,6 261500 (3) -98.8 98.8 -98.8 98.8 _ -98.8 98.8 -81.1 81.1 -64.3 64.3 30.000 (4) -78.5 78.5 -77.1 77.1 -77,1 77.1 -74.2 74.2 -58.4 58.4 32.000 (4) -70.2 70.2 -67.8 67.8 .67.8 67.8 -67.8 67.8 -55.7 55.7 34.000 (4) -63.5 63.5 -60.0 60.0 -60.0 60.0 -60.0 60.0 -53.3 53.3 36.000 (4) -58.0 58.0 -53.5 53.5 -53.5 53.5 -53.5 53.5 -51.2 51.2 37.250 (4) -55.0 55.0 -50.0` 50.0 _ -50.0 50.0 -50.0 50.0 -50.0 50.0 COMPARATIVE ANALYSIS FOR: DSB GLASS CONFIGURATION: X FTL -1519 WINDOW WIDTH WINDOW HEIGHT 26.000 (2) 38.375 (3) 50.625 (4) 63.000 (5) 76.000 (6) NEG POS NEG POS NEG POS NEG POS NEG POS 19.125 (2) -75.0 75.0 -69.0 69.0 -56.7 56.7 -52.1 52.1 -49.2. 49.2 20.000 (2) -75.0 75.0 -64.2 64.2 -50.8 50.8 -46.8 46.8 -43.2 43.2. 24.000 (3) -75.0 75.0 -54.1 54.1 -38.3 38.3 -30.1 30.1 -27.5 27.5 26.500 (3) -75.0 75.0 -51.6 51.6 -36.1 36.1 -26.7 26.7 -22.8: 22.8 30.000 (4) -62.8 62.8 -48.7 48.7 -34.3 34.3 -25.1 25.1 -19.7 19.7 32.000 (4) -56.2 56.2 -46.7 46.7 -33.8 33.8 -25.4 25.4 -18.6 18.6 34.000 (4) -50.8 50.8 -44.7 44.7 -33.4 33.4 -25.4 25.4 -18.5 18.5 36.000 (4) -46.4 46.4 -42.8 42.8 -32.7 32.7 -25.0 25.0 -18.8 18.8 37.250 (4) --44.0 44.0 -40.0 40.0 -31.8 31.8 -24.7 24.7 . -18.9 18.9 COMPARATIVE ANALYSIS FOR: 3/16" ANNEALED GLASS CONFIGURATION: X FTL -1518 WINDOW WIDTH WINDOW HEIGHT 26.000 (2) 38.375 (3) 50.625 (4) 63.000 (5) 76.000 (6) POS NEG POS NEG POS NEG POS NEG POS NEG 19.125 (2) -120.0 104.0 -120.0 104.0 -120.0 104.0 -104.6 104.0 -84.1 84.1 20.000 (2) -120.0 104.0 -120.0 104.0 -120.0 104.0 -100.8 100.8 -81.0 81.0 24.000 (3) -120.0 104.0 - 108.4. 104.0 -83.4 83.4 -71.6 71.6 -66.6 66.6 26.500 (3) -98.8 98.8 -92.7 92.7 -69.6 69.6 -57.9 57.9 -52.6 52.6 30.000 (4) -78.5 78.5 -77.1 77.1 -58.9 58.9 -47.0 47.0 -40.5 40.5 32.000 (4) -70.2 70.2 -67.8 67.8 -55.7 55.7 -43.1 43.1 -36.1 36.1 34.000 (4) -63.5 63.5 -60.0 60.0 -53.2 53.2 -40.1 40.1 -33.2 33.2 36.000 (4) -58.0 58.0 -53.5 53.5 -50.8 50.8 -39.1 39.1 -31.6 31.6 37.250 (4) -55.0 55.0 -50.0 50.0 -49.9 49.9 -38.4 38.4 -30.7 30.7 COMPARATIVE ANALYSIS FOR: 1/4" TEMPERED GLASS CONFIGURATION: X FTL-1520 WINDOW WIDTH WINDOW HEIGHT 26.000 (2) 38.375 (2) 50.625 (3) 63.000 (4) 64.000 (4) NEG POS NEG POS NEG POS NEG POS NEG POS 19.125 (2) •135.0 75.3 -135.0 75.3 -132.3 75.3 -97.5 75.3 -95.5 75.3 20.000 (2) -135.0 75.3 -135.0 75.3 -129.2 75.3 -94.7 75.3 -92.7 75.3 24.000 (3) -117.2 75.3 -117.2 75.3 -117.2 75.3 -85.0 75.3 -83.1 75.3 26.500 (3) -96.2 75.3 -96.1 75.3 -96.1 75.3 -80.9 75.3 -79.0 75.3 30.000 (3) -76.4 75.3 _ -75.0 75.0 -75,0 75.0 -75.0 75.0 -75.0 75.0 f X OR X • ► kJ: i fa • � . • AB•V • ' MI IM M Robert L Cfork P.E. PE /39712 Structural FA INDUSTRIES 1070 TECHNOLOGY DRNE NOKOMIS, Fl. J4275 P.O. 6OX ..1529 NOKOMIS, fL J4274 Raved 8y: L.T. R F.K. Drawn 8y: R.S. Sedes/G/odel: C - 700 Doc.: 4/18/02 Dote: 9/7/01 Dote: 2/12/97 Scole: NTS Revisions: COMP. ANALYSIS Revisions: COMP. ANALYSIS Description: COMP. ANALYSIS - NON - IMPACT X Title: ALUMINUM CASEMENT WINDOWS Sheet: 5 oa 1 1 PRODUCT REVISED as complying with the Florida Qaiding Code Acceptance r(o Oe- O Y23 • 01 Expiration Date Drawing No. 330 'Rev: COMPARATIVE ANALYSIS FOR: DSB GLASS CONFIGURATION: XX FTL -1519 COMPARATIVE ANALYSIS FOR: 3/16" HEAT STRENGTHENED CONFIGURATION: XX FTL -1518 WINDOW WIDTH 38.375 (2) WINDOW HEIGHT 26.0002) 38.375 (2) 50.625 (3) 63.000 (4) 76.000 (5) NEG POS NEG POS NEG POS NEG POS NEG POS 37.000 (6) -135.0 104.0 -135.0 104.0 -135.0 104.0 -107.5 104.0 -86.5 86.5 40.000 (6) -135.0 104.0 - 135.0 104.0 -131.5 .104.0 -100.8 100.8 -81.0 81.0 42.000 (6) -135.0 104.0 -135.0 104.0 -126.8 104.0 -96.9 96.9 -77.7 77.7 48.000 (6) -120.4 104.0 -120.4 104.0 -115.3 104.0 -87.3 87.3 -69.6 69.6 50.000 (6) -111.0 104.0 -111.0 104.0 -111.0 104.0 -84.6 84.6 -67.3 67.3 53.125 (8) -98.4 98.4 -98.3 98.3 -98.3 98.3 -80.9 80.9 -64.1 64.1 60.000 (8) -78.5 78.5 -77.1 77.1 -77.1 77.1 -74.2 74.2 -58.4 58.4 72.000 (10) -58.0 58.0 -53.5 53.5 -53.5 53.5 -53.5 53.5 -51.2 51.2 74.500 (10) -55.0 _ 55.0 -50.0 50.0 _ -50.0 50.0 -50.0 50.0 -50.0 50.0 COMPARATIVE ANALYSIS FOR: DSB GLASS CONFIGURATION: XX FTL -1519 WINDOW WIDTH WINDOW HEIGHT 26,000J2) 38.375 (2) 50.625 (3) 63.000 (4) 76.000 (5) NEG POS NEG POS NEG POS NEG POS NEG POS 37.000 (6) -75.0 75.0 -72.9 72.9 -61.7 61.7 -56.8 56.8 -56.0 56.0 40.000 (6) -75.0 75.0 -64.2 64.2 -50.8 . 50.8 -46.8 46.8 -432 43.2 42.000 (6) -75.0 75.0 -59.9 59.9 -46.8 46.8 -41.3 41.3 -37,5 37.5 48.000 (6) -75.0 75.0 -54.1 54.1 -38.3 38.3 -30.1 30.1 -27.5 27.5 50.000 (6) -75.0 75.0 -52.9 52.9 -37.4 37.4 -28.2 28.2 -25.3 25.3 53.125 (8) -75.0 75.0 -51.6 51.6 -36.1 36.1 -26.6 26.6 -22.7 22.7 60.000 (8) -62.8 62.8 -48.7 48.7 - 34.3 34.3 -25.1 25.1 -19.7 19.7 72.000 (10) -46.4 46.4 -42.8 42.8 -32.7 32.T -25.0 25.0 -18.8 18.8 74.500 (10) -44.0 44.0 -40.0 40.0 -31.8 31.8 -24.T 24.7 -18.8 18.8 COMPARATIVE ANALYSIS FOR 3/16" ANNEALED GLASS CONFIGURATION: XX FTL -1518 WINDOW WIDTH WINDOW HEIGHT 26.000 (2) 38.375 (2) 50.625 63.000 (4) 76.000 (5) NEG POS NEG POS NEG POS NEG POS NEG POS 37.000 (6) -120.0 104.0 -120.0 104.0 -120.0 104.0 -107.5 104.0 -86.5 86.5 40.000 (6) -120.0 104.0 -120.0 104.0 -120.0 104.0 -100.8 100.8 -81.0 81.0 42.000 (6) -120.0 104.0 -120.0 104.0 -108.6 104.0 -96.9 96.9 -77.7 77.7 48.000 (6) -120.0 104.0 -108.4 104.0 -83.4 83.4 -71.6 71.6 -66.6 66.6 50.000 (6) -111.0 104.0 -101.6 101.6 -77.9 77.9 -65.4 65.4 -60.0 60.0 53.125 (8) -98.4 98.4 -92.4 92.4 -69.3 69.3 -57.6 57.6 -52.3 52.3 60.000 (8) -78.5 78.5 -77.1 77.1 -58.9 58.9 -47.0 47.0 -40.5 40.5 72.000 (,10) -58.0 58.0 -53.5 53.5 -50.8 50.8 -39.1 39.1 -31.6 31.6 74.500 (10) -55.0 55.0 -50.0 50.0 -49.9 49.9 -38.4 38.4 , -30.7 30.7 xx 1NOTE: NUMBERS IN ( ) PARENTHESES - ABOVE ARE MINIMUM QUANTITY OF ANCHORS PER SIDE. Robert L Cforit P.E. PE 139712 Structural T INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, PL 34275 P.O. BOX 1529 NOKOMIS, a.34274 Rued By: L.T. Red By: F. K. Drawn By: R.S. Series/Model: C -700 oat.: 4/18/02 Dote: 9/7/01 Date: 2/12/97 Scale: NTS Revisions: COMP. ANALYSIS Revisions: COMP. ANALYSIS ALUMINUM CASEMENT WINDOWS Sheet: 6 of l l PRODUCT REVISED n complying *kb the Florida Belding Code Acceptance No D2- oyt1.of Expiration Dal j"" vo4 ar mi Division Description: COMP. ANALYSIS - NON- IMPACT XX Drawing No. 330 c ' r.. uct Co Rev-. COMPARATIVE ANALYSIS FOR 1/4" TEMPERED GLASS CONFIGURATION: XX FTL -1520 WINDOW WIDTH WINDOW HEIGHT 26.000 (2) POS 38.375 NEG (2) POS 50.625 NEG (3) POS 63.000 NEG (4) POS 64.000 NEG (4) POS NEG 37.000 (6) -135.0 75.3 -135.0 75.3 -134.7 75.3 -99.7 75.3 -97.6 75.3 40.000 (6) -135.0 75.3 -135.0 75,3 -129.2 75.3 -94.7 75.3 -92.7 75.3 42.000 (6) -135.0 75.3 -135.0 75.3 -126.1 75,3 -91.8 75.3 -89.9 75.3 48.000 (6) -117.2 75.3 -117.2 75.3 -117.2 75.3 -85.0 75.3 -83.1 75.3 50.000 (6) -108.0 75.3 -108.0 75.3 -108.0 75.3 -83.2 75.3 -81.3 75.3 53.125 (6) -95.7 75.3 -95.7 75.3 -95.7 75.3 -80.8 75.3 -78.9 75.3 54.000 (6) -92.7 75.3 -92.6 75.3 -92.6 75.3 -80.2 75.3 -78.3 75.3 60.000 (6) -76.4 75.3 -75.0 75.0 -75.0 75.0 -75.0 75.0 -75.0 75.0 xx 1NOTE: NUMBERS IN ( ) PARENTHESES - ABOVE ARE MINIMUM QUANTITY OF ANCHORS PER SIDE. Robert L Cforit P.E. PE 139712 Structural T INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, PL 34275 P.O. BOX 1529 NOKOMIS, a.34274 Rued By: L.T. Red By: F. K. Drawn By: R.S. Series/Model: C -700 oat.: 4/18/02 Dote: 9/7/01 Date: 2/12/97 Scale: NTS Revisions: COMP. ANALYSIS Revisions: COMP. ANALYSIS ALUMINUM CASEMENT WINDOWS Sheet: 6 of l l PRODUCT REVISED n complying *kb the Florida Belding Code Acceptance No D2- oyt1.of Expiration Dal j"" vo4 ar mi Division Description: COMP. ANALYSIS - NON- IMPACT XX Drawing No. 330 c ' r.. uct Co Rev-. COMPARATIVE ANALYSIS FOR: 3/16" HEAT STRENGTHENED GLASS CONFIGURATION: XOX FTL -1535 WINDOW WIDTH WINDOW HEIGHT 26.000 (2) 38.375 J2) POS 50.62513) NEG POS 63.000_4) NEG POS 64,00014) NEG POS NEG POS NEG 60.000 (10) -135.0 104.0 -120.6 104.0 -81.8 81.8 -61.8 61.8 -60.6 60.6 72.000 (10) -111.1 104.0 -111.1 104.0 -73.0 73.0 - 54.2 54.2 -53.1 53.1 74.000 (10) -105.2 104.0 -105.2 104.0 -71.9 71.9 -53.2 53.2 -52.1 52.1 84.000 (11) -81.6 81.6 -81.6 81.6 -67.3 67.3 -49.0 49.0 -47.9 47.9 96.000 (11) -62.5 62.5 -62.5 62.5 -62.5 62.5 -45.3 45.3 -44.3 44.3 106.375 (12) -50.9 50.9 -50.9 50.9 -50.9 50.9 -43.1 43.1 -42.1 42.1 108.000 (12) -49.5 49.5 -49.4 49.4 -49.4 49.4 -42.8 42.8 -41.8 41.8 111.000 (12) -46.9 46.9 -46.7 46.7 -46.7 46.7 -42.3 42.3 -41.3 41.3 120.000 (13) -40.7 40.7 -40.0 40.0 -40.0 4 40.0 -40.0 40.0 -40.0 40.0 COMPARATIVE ANALYSIS FOR: 3/16' ANNEALED GLASS CONFIGURATION: XOX FTL -1535 WINDOW WIDTH WINDOW HEIGHT 26.00012) 38.37512) 50.62513) 63.00014) 64.00014) NEG POS NEG POS NEG POS NEG POS NEG POS 60.000 (10) •120.0 104.0 -81.4 81.4 -58.9 58.9 -47.0 47.0 -46.3 72.000 (10) -104.5 104.0 -69.2 69.2 -50.8 50.8 -39.1 39.1 -38.3 .. x,46.3 . 38.3 74.000 (10) -101.0 101.0 -68.0 68.0 -50.1 50.1 -38.6 38.6 -37.7 37.7 84.000 (11) -81.6 81.6 -60.3 60.3 -46.5 46.5 -36.9 36.9 -36.3 36.3 96.000 (11) -62.5 62.5 -51.7 51.7 -43.0 43.0 - 34.6 34.6 - 34.0 34.0 106.375 (12) -50.9 50.9 -46.2 46.2 -39.8 39.8 -32.4 32.4 -31.9 31.9 108.000 (12) -49.5 49.5 -45.3 45.3 -39.1 39.1 -32.1 32.1 -31.6 31.6 111.000 (12) -46.9 46.9 -43.8 43.8 -38.0 '38.0 -31.5 31.5 -31.0 31.0 120.000 (13) -40.7 40,7 -40.0 40.0 -35.2 35.2 -29.8 29.8 -29.3 29.3 / XOX 1NOTE: NUMBERS IN ( ) PARENTHESES ABOVE ARE MINIMUM QUANTITY OF ANCHORS PER SIDE, Robert L Ciarlc, P.E. PE /39712 Structural COMPARATIVE ANALYSIS FOR: 1/4' TEMPERED GLASS CONFIGURATION: XOX WINDOW WIDTH 60.000 (10) 72.000 (10) 74.000 (10) 84.000 (11) 96.000 (11) 106.375 (12) 108.000 (12) 111.000 (12) 120.000 (13) WINDOW HEIGHT 26.0009) NEG POS -135.0 75.3 -135.0 -135.0 75.3 75.3 - 135.0 75.3 -117.2 75.3 -95.5 75.3 -92.7 75.3 38.375 9) NEG •135.0 -135.0 -135.0 -135.0 -117.2 -95.4 -92.6 -87.7 -75.0 POS 75.3 75.3 75.3 75.3 75.3 75.3 75.3. -88.0 •76.4 75.3 75.3 75.3 75.0 50.62553) NEG POS -135.0 -135.0 -134,7 -126.1 -117.2 -95.4 -92.6 -87, •75.0 75.3 75.3 75.3 75.3 75.3 75.3 75.3 75.3 75.0 63.000_4) NEG -115.8 -101.6 -99.7 -91.8 -85.0 -80.8 -80.2 -79.3 -75.0 POS 75.3 75.3 75.3 75.3 75.3 75.3 75.3 75.3 75.0 64.000_4) NEG -113.6 -99.5 -97.6 -89.9 -83.1 -78.9 -78.3 FTL -1520 POS 75.3 75.3 75.3 75.3 75.3 75.3 75.3 -77.4 -75.0 75.3 75.0 T INDUSTRIES 1070 TECHNOLOGY DRNE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, R 34274 Revsd By L.T. F.K. Gro wn l?r R.S. DescrlpUon: COMP. ANALYSIS - NON - IMPACT XOX 77U.: ALUMINUM CASEMENT WINDOWS Series/Uodeh. C-700 Dote: 4/18/02 Date: 9/7/01 Dote: 2/12/97 Scale: NTS Revision.: COMP. ANALYSIS Revisions: COMP. ANALYSIS Sheet 7 of 1 1 Drawing PRODUCT REVISED as complying with tk Flom Raiding Code Acceptance No a2•0Yt? of Eiplration Dar q •.0.6 By M 1 Dwiiion 330 er •.act C• iral ) Rev: DESIGN PRESSURE RATING FOR GLASS TYPE B - 3/16" HEAT STRENGTHENED OR TEMPERED W/ DUPONT SENTRY 457 CONFIGURATION: XOX ALL SIZES TO 120" WIDE x 64" HIGH FTL -1517 NEG POS -50.0 _ 50.0 COMPARATIVE ANALYSIS FOR GLASS TYPE A. - 3/16" ANNEALED W/ DUPONT SENTRY 457 FTL -1517 WINDOW WIDTH WINDOW HEIGHT 26.00052) 38.375 (2) 50.62553) 63.000 (4) 64.000 (4) NEG POS NEG POS NEG POS NEG POS NEG POS 60.000 (10) -50.0 50.0 -50.0 50.0 - 50.0 ■ 50.0 -50.0 50.0 -50.0 50.0 72.000 (10) -50.0 50.0 -50.0 50.0 -50.0 50.0 _, -39.1 39.1 -38.3 38.3 74.000 (10) -50.0 50.0 -50.0 50.0 -50.0 50.0 -38.6 38.6 -37.7 37.7 84.000 (11) -50.0 50.0 -50.0 50.0 -46.5 46.5 - 36.9 36.9 -36.3 36.3 96.000 (11) -50.0 50.0 -50.0 50.0 -43.0 43.0 - 34.6 34.6 -34.0 34.0 106.375 (12) -50.0 50.0 -46.2 46.2 -39.8 39.8 -32.4 32.4 -31.9 31.9 108.000 (12) -50.0 50.0 -45.3 45.3 -39.1 39.1 , -32.1 32.1 -31.6 31.6 111.000 (12) - 50.0 50.0 -43.8 43.8 -38.0 38.0 -31.5 31.5 -31.0 31.0 120.000 (13) -50.0 50.0 _ -40.2 40.2 -35.2 35.2 -29.8 29.8 -29.3 29.3 DESIGN PRESSURE RATING FOR GLASS TYPE B - 3/16" HEAT STRENGTHENED OR TEMPERED W/ DUPONT SENTRY 45T CONFIGURATION XX ALL SIZES TO 60" WIDE x 64" HIGH FTL -1517 NEG POS -50.0 50.0 COMPARATIVE ANALYSIS FOR: GLASS TYPE A. - 3/16" ANNEALED W/ DUPONT SENTRY 457 FTL -1517 WINDOW WIDTH WINDOW HEIGHT 26.000 (2) 38.375 52) 50.62553) NEG POS 63.00054) NEG POS 64.0004) NEG POS NEG POS NEG POS 37.000 (6) -101.0 68.7 -68:0 68.0 -50.1 50.1 -38.6 38.6 -37.7 37.7 40.000 (6) -91.6 68.7 -63.5 63.5 -47.9 47.9 -37.4 37.4 - 36.8 36.8 42.000 (6) - 88.5 68.7 -60.3 60.3 -46.5 46.5 -36.9 36.9 - 36.3 36.3 48.000 (6) -78.1 68.7 -51.7 51.7 -43.0 , 43.0 - 34.6 34.6 - 34.0 34.0 50.000 (6) -72.0 68.7 -49.7 49.7 -42.2 42.2 -33.7 33.7 . -33.1 33.1 53.125 (6) -63.8 . 63.8 -46.3 46.3 -39.8 39.8 -32.4 32.4 -31.9 31.9 54.000 (6) -61.8 _ 61.8 -45.3 45.3 -39.1 39.1 -32.1 32.1 -31.6 31.6 60.000 (6) -50.9 50.9 -40.2 40.2 . -35.2 35.2 -29.8 29.8 -29.3 29.3 DESIGN PRESSURE RATING FOR GLASS TYPE 3 - 3/16" HEAT STRENGTHENED OR TEMPERED W/ DUPONT SENTRY 457 CONFIGURATION: X ALL SIZES TO 30" WIDE x 64" HIGH FTL -1517 NEG POS -50.0 50.0 COMPARATIVE ANALYSIS FOR: GLASS TYPE A. - 3116" ANNEALED W/ DUPONT SENTRY 457 FTL -1517 WINDOW WIDTH WINDOW HEIGHT 26.000 (2) 38.375 (2) 50.625 (3) 63.000 (4) 64.000 (4) NEG POS NEG POS NEG POS NEG POS NEG POS' 19.125 (2) -50.0 50.0 -50.0 50.0 -49.2 49.2 -37.9 37.9 -37.0 37.0 20.000 (2) -50.0 50.0 -50.0 50.0 -47.9 47.9 -37.4 37.4 -36.8 36.8 24.000 (3) -50.0 50.0 -50.0 50.0 -43.0 43.0 -34.6 34.6 -34.0 34.0 26.500 (3) -50.0 50.0 -46.4 46.4 -39.9 39.9 -32.4 32.4 -31.9 31.9 "30.000 (3) -50.0 50.0 -40.2 40.2 -35.2 35.2 -29.8 29.8 -29.3 29.3 f XX r/ X OR X 1NOTE: NUMBERS IN ( ) PARENTHESES ABOVE ARE MINIMUM QUANTITY OF ANCHORS PER SIDE. Robert L Clark, P.E. PE 139712 Structural INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, fL .34275 P.O. BOX 1529 NOKOMIS. fI. ; 34274 Rend 9r L.T. Rena 9y: F. K. Drown 9y: R.S. Series /Model: C-700 XOX Dote: 4/ 18/02 te: 9/7/01 Dote: 2/12/97 Stole: NTS Revisions: COMP. ANALYSIS Revisions: COMP. ANALYSIS • Descriptfbn: COMPARATIVE ANALYSIS - IMPACT W ALUMINUM CASEMENT WINDOWS Sheet 8 of 1 1 PRODUCT REVISED as tomplyiag it kb the Florida Bailin; Code Acceptance No 02- o Y&/ . o Expiration Date a t4a6 41 /1V B , ram )let DirC�ion act Control Ornwinq No. 330 Rev-. i .859 —ow-- 1.094 1.250 ALUM. 6063 224 ALUM. 6063 — T5 .031 .031 REFERENCE TEST REPORTS: FTL -1517, FTL -1518, FTL -1519, FTL -1520 & FTL -1535 1.148 ALUM. 6063 — T5 1.383 INDUSTRIES 1 070 TECHNOLOGY ORIE NOKOMIS, fL J4275 Revsd B L.T. Revsd By: F.K. Drown 9y: R. S. 2 \08* Dote: 4/18/02 Dote: 9/7/01 Dote: 2/12/97 ALUM. 6063 —T5 1.250 Revisions: COMP. ANALYSIS Revisions: COMP. ANALYSIS Descriperon: EXTRUSIONS Titre: ALUMINUM CASEMENT WINDOWS PRODUCT REVISED u complying with the F) k% Balding Code Acceptance No 0 ? -GVL3 , O t Expiration Date ♦ ., i nil Dade Prod Dig b ;on Robert L Clock. RE. PE /39712 P.O. BOX 1529 unrrnuec n • Series/Model: ' Scots: J Sheet A /Tr` I n . 4 4 Drawing No. -7 -- s n Rev: TYPICAL MAIN FRAME CORNER 0 • 0 REFERENCE TEST' REPORTS: F7L -1517, FTL -1518, F7L -1519, FTL -1520 de. FTL -1535 0 TYPICAL SASH CORNER SPACING 6" FROM CORNER, 16" MAX. SPACING ON CENTER TO ATTACH ITEM 21 TO MAIN FRAME AND FIXED MTG RAILS. 0 DESCRIPTION FRAME HEAD, SILL, JAMB FRAME MEETING RAIL SASH HEAD SILL JAMB 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 781PQA 7 •RNM 7CAOR L 7TRAK 7CEHG 710516PPA 8x1 1/2 SCREW PAN HO. QUAD. •11 I •� SM. MAIN FRM /SASH CORNER KEY • M N •• R L OPERATOR GUIDE TRACK STANDARD HINGE 10x5/16 SCREW PAN HD. PHIL 3/16" ANNEALED GLASS 16' ANNEALED DuPONT 457 F1 16 ROLLED ALUM. GLAZING BEAD VENDOR ALUMAX EXTRUSIONS ALUMAX EXTRUSIONS . .: FASTEC INDUSTRIAL CORP. PRECISION FABRICATION SCHLEGEL CORP. PROTOTYPE PLASTICS VINYL— TECH. / PGT TRUTH HARD WARE TRUTH HARDWARE TRUTH HARDWARE TRUTH HARDWARE MERCHANTS FASTENER CORP. PPG. LOF PPG. LOF PPG. LOF • -- • AQUA FASTENERS • : 1 • 0200x190 Q150x190 FP -176 BLAC 315 208000 3 -19 -23 -002 30175 35.10.00. 101 •• 7CORNMSM 4CORNN 60200K 60150K 6FRMBK 49004 7KEEP 610001 76178A 65107W 6503W 60118W is .. • s . i I► 1 SASH SIDE /SILL WEATHER STRIP MAIN FRAME BULB WEATHER STRIP SASH LOCK SASH LOCK KEEPER 1 4 TEMP. GLASS DSB GLASS FIXED LIGHT INSERT 6x1 7 8 SCREW BUGLE TEC DSB ROLLED ALUM. GLAZING BEAD EXTR D. ALUM. GLAZING BEAD 26 28 601308K 27 7PWSW 65133 FOAM 16x7/8 FLT. HO. PHIL. 1/4 ROLLED ALUM. GLAZING BEAD T INDUSTRIES TAPE ADNES 1 —SIDE Revsd 9r Dote: L.T. 4/18/02 Revsd 8y: Dote: F.K. 9/7/01 Drown (Ty: Dote: R.S. 2/12/97 Revisions: COMP. ANALYSIS Revisions: COMP. ANALYSIS Description: FRONT VIEWS, ELEVATION NUE ALUMINUM CASEMENT WINDOWS VENDOR # AF -10228 AF -9999 AF -9514 i •: ►: ' a Ki:• • • FRANK LOWE FASTEC INDUSTRIES FLORIDA SCREEN PRODUCT REVISED a comply4.R with the Florid* Balding Coot Acceptance No at. eyL3, of Expiration Da jt, // rs l#ei iami Dade Product C m Aitirion Robert L Clorir, P. . PE /39712 Structure! 1070 TECHNOLOGY DRIVE NOKOMIS, fl. J4275 P.O. BOX 1529 NOKOMIS, FL' 34274 Saries/Joieh: C-700 Stole: NTS Shut: 10 of 1 1 Drawing No. 330 Revae By: L.T. PRODUCT REVISED as complytag with the Florida Bolding Code AcceptsweeNo et- • Vtl, ,r Ex phi . • Date f Miami Dade Product Con Di, won Robert t. Clark, P.E PE 139712 Structural 1:: INDUSTRIES Drawn By: R. S. Dote: 4 18 02 te: 9 7 01 Dots: 2 12 97 Re+4sions: COMP. ANALYSIS Revisions: COMP. ANALYSIS Descrtptlon: XOX CONFIGURATION AND 8:0.M. Tits: Ar 1.250 MW. 3/16" TAPCON " . NO C SINK REQ. • zr- • • • • ' • 4 .250 1 x WOOD MAX. BUCK TYP. HEAD SILL JAMB 1.250 MW. 11 0 .250 MAX. TYP. HEAD SILL JAMB 2xWOOD BUCK OR FRAMING 1070 TECHNOLOGY DRIVE NOKOMIS, fl 34275 P.O. SOX 1529 NOKOMIS, fl J4274 110 PANHEAD .250 MAX. 1 x 4 WOOD BUCK 1.25 MIN. TYP. HEAD SILL JAMB 2 x 6 WOOD FRAMING R ALUMINUM CASEMENT WINDOWS Serree/Uodel: Seas: Sheet C -700 NTS 11 of 11 awl 330 HEXAGON 60" BETWEEN FLATS Maximum Area 21.65 sq. ft. FAN 96" X 47" Maximum Area 24.47 sq. ft. LARGE MISSILE IMPACT WINDOWS 1.) GLAZING: 7/16" LAMINATED W /INTERLAYER DUPONT BUCACITE PVB 2.) CONFIGURATIONS: 0 3.) DESIGN PRESSURE RATING: +60.0 PSF & —60.0 PSF (3/16" HEAT STRENGTHENED /.090/3/16" HEAT STRENTHENED LAMI) +36.0 PSF & —36.0 PSF (3/16" ANNEALED /.090/3/16" ANNEALED) 4.) ANCHOR MAXIMIM SPACING: 12.000" 5.) NO SHUTTERS REQUIRED 6.) ALL FRAME JOINTS TO BE SEAM WELDED 7.) REFERENCE TEST REPORT: FTL -2797 FULL CIRCLE 060" , Maximum Area 19.64 sq. ft. ELLIPTICAL 96" X 47" Maximum Areo 24.61 sq. ft. Robert L. dark, P.E. PE #39712 Structural ItT INDUSTRIES Drawn By: F.K. 1070 TECHNOLOGY DRIVE P.O. BOX 1529 Series/Model: NOKOMIS, f1 34275 NOKOMIS, F1 34274 PW — 70 1 A ARCH. 48" X 96" Maximum Area 30.28 sq. ft. Revsd BylOote: Revisions: Dote: REDRAWN WN Description: ELEVATIONS, 7/7 6 LAMINATED GLASS Titre: ALUMINUM FIXED WINDOW State: NTS Sheet: Drawing No. DETAIL C SEE SHT. 7 APPROVED AS COMPLYING WITH THE SOUTIOIDf I �LU ILE UU 100E DA 33 u BY PROD CT ONTROL OIVISIO BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NOO I'Q 1O •c 1 of 8 1 4231 !Rev: C QUARTER CIRCLE 68" X 68" Maximum Area 25.22 sq. ft. HALF CIRCLE 96" x 48" Maximum Areo 25.13 sq. ft. LARGE MISSILE IMPACT WINDOWS CONT. TRAPEZOID 48" x 96" Maximum Area 30.28 sq. ft. OCTAGON 60" x 60" Maximum Area 20.71 sq. ft. /z&‘of Robert L. Clark, P.E. PE #39712 INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, F2 34275 EYEBRO N 96" x 48" Maximum Area 30.24 sq. ft. RECTANGLE • 48" x 96" Maximum Area 32.00 sq. ft. Drown By: Title: F.K. ALUMINUM FIXED P.D. BOX 1529 NOKOMIS, FL 34274 Revsd By: Series /!lode!: PW -701 Dote: Dote: 8 /13/01 Revisions: REDRAWN WINDOW Scale: Sheet: NTS 2°' 8 APPROVED AS COMPLYING WITH THE E ur FJ,( 21� �IILDttlf 00E tr PROD ' ONTROL DIVISIO BUILDING COOE COMPLIANCE OFFICE A('CFPTANCE NO Q \ V O ELEVATIONS, 7/16 LAMINATED GLASS Drawing No. 4231 Rev: HEXAGON 60" BETWEEN FLATS Maximum Area 21.65 sq. ft. FAN 120" x 55" Maximum Area 35.20 sq. ft. NON - IMPACT WINDOWS 1.) GLAZING: 3/16" TEMPERED 2.) CONFIGURATIONS: 0 3.) FOR DESIGN PRESSURE RATING SEE COMPARATIVE ANALYSIS ON SHT. 8 OF 8 4.) ANCHOR MAXIMIM SPACING: 12.000" 5.) SHUTTERS REQUIRED AT ALL INSTALLATIONS 6.) ALL FRAME JOINTS TO !3E SEAM WELDED 7.) REFERENCE TEST REPORTS: FTL--2763, 2780 & 2816 �' `� i i \� i i i i r t r r t t I t • r r i �\ i � \ i �\`\ , / �i FULL CIRCLE 060" Maximum Area 19.64 sq. ft. ELLIPTICAL 120" x 48" Maximum Area 31.46 sq. ft. v, Robert L. Clark, P.E. PE #39712 Structural INDUSTRIES e Drown By: F.K. 1070 TECHNOLOGY ORME NOKOMIS, Fl. 34275 P.O. BOX 1529 NOKOMIS, FL 34274 A ARCH. 60" x 120" Maximum Area 47.32 sq. ft. Revsd By Dote: Dote: 8/1 Series /rdodel: PW-701 Revisions: Scale: Sheet: NTS 3of 8 DETAIL C SEE SHT. 7 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING OOE D E • BY � / / /. /. / /. /I1► PROD • CT %NTROL DIVISION BUILD G CODE COMPLIANCE OF CE REDRAWN Description: ELEVATIONS, 3/16 TEMPERED GLASS Title: ALUMINUM FIXED WINDOW Drawing No. Rev: 4231 C ► ► QUARTER CIRCLE 68" x 68" Maximum Area 25.22 sq. ft. , , 1 , I , I I HALF CIRCLE 120" x 60" Maximum Area 39.27 sq. ft. NON— IMPACT WINDOWS CONT. ,f/ Z4 Robert L. Clark, PE. PE #39712 Structural TRAPEZOID 60" x 120" Maximum Area 43.75 sq. ft. OCTAGON 60" x 60" Maximum Area 20.71 sq. ft. INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 EYEBRO W 74" x 37" Maximum Area 17.83 sq. ft. RECTANGLE 60" x 120" Maximum Areo 50.00 sq. ft. Drown By: F. K. P.O. BOX 1529 NOKOMIS, 11 34274 Revsd By: Dote: Dote: 8/13/01 Description: ELEVATIONS 3/1 6 TEMPERED GLASS rue: ALUMINUM FIXED WINDOW Series /Model: PW— 701 Scole: NTS Revisions: REDRAWN Sheet: 4 of 8 APPROVED AS COMPLYING WITH THE S OUTH fgg,01 BUILD{ .00E Drawing No. BY n/ PROD T C • TROL DIVISION BUIL e • CODE COMPLIANCE OF E ACCEPTANCE NO.O k Q1nZ. 01 4231 Rev: MAXIMUM HEIGHT SEE SHEETS 1 THRU 4 1 -1/2" MIN. i L i SHIM SPACE MAX. /12 PAN HEAD WOOD SCREW 7/16" LAMINATED OR 3/16 TEMPERED GLASS 1/4" SHIM MAX. SECTION A -A TYPICAL SECTION & INSTALLATION INTO CONCRETE AT SILL & WOOD AT HEAD 2x WOOD BUCK 3/16" HEX HD. TAPCON OR 3/16" FLAT HD. TAPCON (C'SINK REQ'D) 3/16" HEX HD. TAPCON OR 3/16" FLAT HD. TAPCON (C'SINK R£Q'0) MAXIMUM WIDTH SEE SHEETS 1 THRU 4 SECTION B - TYPICAL SECTION & ALTERNATE INSTALLATION INTO CONCRETE NOTES: 1.MAXIMUM OVERALL DIMENSIONS ARE APPLICABLE TO SECTIONED ARCH. SHAPES. ANCHORAGE METHODS ARE APPLICABLE TO ALL SHAPES SHOWN ON SHEETS 1 THROUGH 4 OF 8. /4- �7s Robert L. Clark, P.E. PE #39712 Structural 2. REFERENCE TEST REPORTS: FTL -2763, FTL -2780, FTL -2797 & FTL -2816 INDUSTRIES Drown 9y: F.K. 1070 TECHNOLOGY DR/YE P.O. BOX 1529 NOKOMIS, R 34275 NOKOMIS, fl. 34274 Revsd t3y: Series /Llodel: PW - 701 1/4" SHIM SPACE MAX, Dote: Dote: 8/13/01 Scale: NTS — , r Sheet: 50f 8 • 1x WOOD BUCK 1-1/4" MIN. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUIIDING�DE DA SE • 1 3 • BY / /• PROD T • ROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.OI" O1bZ • (fit, Re ViSiO REDRAWN Description: SECTIONAL & ANCHORAGE VIEWS TiUe: ALUMINUM FIXED WINDOW Drawing No. 4231 Rev: C MK. PART # DESCRIPTION VENDOR VENDOR # 1 612242 FRAME HEAD, SILL & JAMB 6063 -T5 AF-12242 2 6533402 U- CHANNEL GLAZING BEAD 6063 -T5 AF- 533402 3 7834 __ #8 x 3/4 PN. PH. SMS SPENCER OR = 4 62899C/62501C SILICON BACK BEDDING DOW/G.E. OR = 5 61412K CLOSED CELL FOAM TAPE FOR 3/16 GLASS TAPE SPECIALISTS OF FL OR = 6 62BV 1510 CLOSED CELL FOAM TAPE FOR 7/16 GLASS TAPE SPECIALISTS OF FL OR = 7 6SM55W SEAM SEALER SCHNEE /MOREHEAD OR = SM5504 8 3/16 TEMPERED GLASS TRIPLE DIAMOND GLASS OR = 9 SEE NOTE 7/16 LAMI (. 187HS/.09% 187HS) TRIPLE DIAMOND GLASS OR = 10 7PWSW # x 7/8 FL. PH. TEK SPENCER OR = 11 SEE NOTE 7/16 LAMI (.187A/.090/.187A) TRIPLE DIAMOND GLASS OR = L -10 2.784 P N-701 FRAME EXTRUSION 1.500 i REFERENCE TEST REPORTS: FTL -2763, FTL -2780, FTL -2797 & 2816 NOTE: ITEM 9 & 11 USES DUPONT BUTACITE PVB INTERLAYER VISIBLE LIGHT CALCULATION WH WINDOW WIDTH "TIP TO TIP" - 3.00" WINDOW HEIGHT "TIP TO TIP" - 3.00" Robert L Clark, P.E. PE #39712 Structural INDUSTRIES Drown By: F.K. 1070 TECHNOLOGY ORNE P.O. BOX 1529 NOKOMIS, IL 34275 NOKOMIS, FL 34274 WW Revsd Revsd By: Dote: Dote: 8/1 Revisions: REDRAWN Description: EXTRUSION PROFILES & B.O.M. Titre: ALUMINUM FIXED WINDOW Series /Model: PW — 701 Scole: NTS Sheet: 6°' APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE OA E • �fi BY /f/ PROD CT i .0r NTROL DIVISION BUILDING CODE COMPLIANCE e ACCFPTANCE NQ,0 l' 0\ 02- • 01 Drawing No. 4231 Rev: C .500 .688 .062 ►{P-0-- Pi / -701 U- CHANNEL GLAZING BEAD BILL OF MATERIAL 1 0 3/16" HEAT —.— STRENGTHENED —1"1 .090 I NTERLAYER 3/16" ANNEALED— �-- .• 1-4- -3/16" ANNEALED or INTERLAYER 3/16" HEAT STRENGTHENED TYPICAL GLAZING DETAIL 7/16" LAMINATED GLASS REFERENCE TEST REPORTS: FTL -2763, FTL -2780, FTL -2797 & 2816 3/16" TEMPERED GLAZING DETAIL " TEMPERED GLASS INDUSTRIES Drawn By: F.K. 1070 TECHNOLOGY DRIVE P.O. BOX 1529 NOKOMIS, FL 34275 NOKOMMS, FL 34274 Revsd ay: Dote: Dote: 8 /13/01 Revisions: REDRAWN GLAZING & CORNER DETAIL Title: ALUMINUM FIXED WINDOW Series/Model: PW -701 Scale: NTS DETAIL C TYP. 90' CORNER CONNECTION Sheet: 70f 8 APPROVED AS COMPLYING WITH TI IE SOUTH FLORIDA BUILDING CODE oA Ng BY a"/.. . PROD ' •NTROL DIVISION BUILDING COOE COMPLIANCE 0 ACCEPTANCE NO .0 l 01, 02 .0_1 Drawing No. 4231 Rev: C TYPICAL 3/16 /VX7 Oy°1 RohCr, P.E. PE #39712 Structural 3/1 6 " TEMPERED GLASS NOTES: 1.) Negative Design Loads based on Comparative Analysis and Glass Table ASTM E130 0. 2.) Positive Design Loads based on Comparative Analysis and Water Test Pressure. 3.) Numbers are for #12 screws or 3/16" Tapcons. 4.) Anchor maximum spacing: 12" Negative Design Loads Window Heights 26.000 39.000 51.000 60.000 19. 125 135.00 135.00 135.00 135.00 Positive Design Loads 24.000 135.00 135.00 135.00 135.00 26.500 135.00 135.00 135.00 135.00 REFERENCE TEST REPORTS: FTL -2763, FTL -2780, & 2816 Window Widths 37.000 135.00 135.00 135.00 135.00 48.000 135.00 135.00 90.60 90.60 60.000 135.00 135.00 80.30 58.00 � /� Robert L. Iark, P.E. PE #39712 Structural 97.000 135.00 79.40 77.40 58.00 111.000 122.90 70.00 63.00 58.00 120.000 112.60 66.10 55.90 57.40 Window Heights Window Widths 19.125 Heights 100.00 00 2 4 00.00 26.500 0 100.00 00 37.000 48.0 00 60.000 26.000 0.00 100.00 97.000 100.00 111.000 100.00 12100.00 39.000 100.00 100.00 100.00 100.00 100.00 100.00 79.4 0 51.000 100.00 100.00 100.00 70.00 66.10 60.000 100.00 100.00 100.00 100.00 90.60 58.00 58.00 8.00 55.0 0 5 58.00 57.440 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDIN 00E DA • BY PROD T C • NTROL DIVISION BUILDI COOE COMPLIANCE 0 ACCEPTANCE NO.aL LOID • O 1 INDUSTRIES F.K. Revsd By: Dote: Dole: 8/13/01 Revisi0/13: REDRAWN COMPARATIVE ANALYSIS, NON- IMPACT Title: ALUMINUM FIXED WINDOW 1070 TECHNOLOGY ORNE P.0. BOX 1529 NOKOMIS, Fl 34275 NOKOMIS, FL 34274 Series /Jdodel: PW- 701 Scale: NTS Sheet: 8./ 8 Drawing No. 4231 Rev: C bne - :- BUILDING CODE COMPLIANCE OFFICE (t3CCO) PRODUCT CONTROL DiViSION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING in VEST FLACLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2 PGT Industries 1070 Technology Drive Nokomis, FL 34275 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 SckieS4SF1-7Q1 "Aluminum Single Hung Window fmpact and Non Impact APPROVAL DOCUMENT: IrawingNO.4032, titled "Aluminum Single dung Window'`, sheets I through 3, prepared, signed and sealed by Robert L. Clark, P.E., dated 4/17/02, 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 and Non - 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 # 01 0109.01and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Raul Rodriguez. Nt. OA No 02- 0419.13 Expiration Date'' February 254 Approval Date: May 23, 2002 Page 1 MAX. DESCRIPTION V.T. # VENDOR VENDOR ,9 0 FLANGED FRAME HEAD 612225 ALUMAX EXTRUSIONS -J 1 2 / _ S.'v'WY w`, «, 7 Gt. . A p • W .W ,�: d h" X _ f v. ; 3 FLANGED FRAME JAMB 612227 ALUMAX EXTRUSIONS x`11 VI 4 _ ITEM DESCRIPTION V.T. # VENDOR VENDOR ,9 1 FLANGED FRAME HEAD 612225 ALUMAX EXTRUSIONS AF -12225 2 FLANGED FRAME SILL 612226 ALUMAX EXTRUSIONS AF -12226 3 FLANGED FRAME JAMB 612227 ALUMAX EXTRUSIONS AF -12227 4 _ FIXED MEETING RAIL 612228 ALUMAX EXTRUSIONS AF -12228 5 SASH TOP RAIL 612229 ALUMAX EXTRUSIONS AF -12229 6 SASH BOTTOM RAIL 612230 ALUMAX EXTRUSIONS AF -12230 7 SASH SIDE RAIL 612231 ALUMAX EXTRUSIONS AF -12231 8 GLAZING BEAD 612234 ALUMAX EXTRUSIONS AF— 12234 9 WEATHERSTRIP — VINYL BULB 6TP247K TEAM PLASTICS TP -247 10 3/16" ANNEALED GLASS PPG. LOF 11 3/16" ANN. GLASS W /DUPONT 457 FILM LAM. BY ROMAG. VERICOM 12 1/4" TEMPERED GLASS PPG. LOF 13 16 x .750 PHIL. PN. HD. 7658PFAA AQUA FASTENERS 14 SWEEP LATCH MINIATURE DIE CASTING PGT, 214. XX 15 "8 x . 625 PHIL FLT HD 7858WW MERCHANTS FASTENER CORP. 16 WINDLOAD ADAPTER 612236 ALUMAX EXTRUSIONS AF -12236 17 {8 x .375 PHIL. P.H. TEK 78X38PPT MERCHANTS FASTENER CORP, 18 WEATHERSTRIP — VINYL BULB \SASH 6TP249K TEAM PLASTICS TP -249 19 SASH TOP GUIDE MASTER TOOL 7—M10-344 20 SCREEN VINYL TECH. \PGT 21 — 22 BALANCE COVER WYBORG STAVE BALANCE CALDWELL MANUFACTURING INC. 23 WEATHERSTRIP — PILE \FINSEAL 61062W SCHLEGEL CORP. FS7826— 187 24 SASH FACE GUIDE 70251 MASTER TOOL 7—M10-251 25 /6 x .500 PHIL. FLT. HD. 76X12FPAW SCHERER INDUST. PRODUCTS 26 SASH STOP 612244 ALUMAX EXTRUSIONS AF -12244 27 48 x 1.000 PHIL. P.H. SMS 78X 1 PPA MERCHANTS FASTENER CORP. 28 SILICON 62899 DOW CORNING 899 29 WEATHERSTRIP — VINYL BULB \SASH 6TP248K TEAM PLASTICS TP -248 76.000 MAX. ELEVATION NON - IMPACT WINDOWS 1.) GLAZING: 1/4" TEMPERED 2.) CONFIGURATIONS: OX 3.) DESIGN PRESSURE RATING: SEE COMPARATIVE ANALYSIS TABLES ON SHEET 8 4.) ANCHORS: SEE COMPARATIVE ANALYSIS TABLES ON SHEET 8 5.) SHUTTER REQUIREMENT: SHUTTERS ARE REQUIRED AT ALL INSTALLATIONS 6.) REFERENCE TEST REPORT: FTL 1533 NON - IMPACT WINDOWS 1.) GLAZING OPTIONS: A. 3/16" ANNEALED A. 3/16" HEAT STRENGTHENED OR TEMPERED 2.) CONFIGURATIONS: OX 3.) DESIGN PRESSURE RATING: SEE COMPARATIVE ANA1_ YSI 4.) ANCHORS: SEE COMPARATIVE ANALYSIS TABLES ON SHEET 5 5.) SHUTTER REQUIREMENT: SHUTTERS ARE REQUIRED AT ALL INSTALLATIONS 6.) REFERENCE TEST REPORT: FTL 1536 FtT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOM /S, FL 34274 Revsd By: FK Revsd By: FK Drown 9y: R. S. Description: N SHEET Dote: 4/16/02 Dote• 1/4/01 Dote: 1/27/96 Revisions: ADD SENTRY GLASS C.A R evisions: ELEVATION, NON --- IMPACT Title: Series /Model: SH-- 701 Stole: NTS PRODUCT REVISED its complying with the Florid Oultiing Code Aaeptsucc Nub) $1 VI • 1 Etplration Oat liy Ois Lsioo ALUMINUM SINGLE HUNG WINDOW Coot nol Sheet: 1 o! 8 { Drawing No. 4032 G Rev: 1 D 76.000 MAX. 53. 125 MAX. X ,Ly ELEVATION Robert L. Clork, P.E. PE ►39712 Stru' urol LARGE MISSILE IMPACT WINDOWS 1.) GLAZING OPTIONS: A. 3/16" ANNEALED W/ DUPONT 457 SENTRY GLASS B. 3/16" HEAT STRENGTHENED W/ DUPONT 457 SENTRY GLASS 2.) CONFIGURATIONS: OX 3.) DESIGN PRESSURE RATING: SEE TABLE 4.) ANCHORS: MAX. 6" FROM EACH CORNER MAX. SPACING AT HEAD & SILL: 11.000 MAX. SPACING AT JAMBS: 16.000 (8" IN MEETING RAIL AREA) 5.) SHUTTER REQUIREMENT: NO SHUTTERS REQUIRED 6.) REFERENCE TEST REPORT: F11 1531 DESIGN PRESSURE RATING FOR GLASS TYPE B - 3/16" H.S. W/ SENTRY GLASS ALL SIZES TO 53.125 WIDE x 76.000 HIGH COMPARATIVE ANALYSIS FOR: GLASS TYPE A - 3/16" A W/ SENTRY GLASS WINDOW WIDTH 37.000 40.000 44.000 48.000 53.125 WINDOW HEIGHT 38.375 NEG -60.0 -60.0 -60.0 -60.0 -60.0 _ POS 60.0 60.0 60.0 50.625 NEG -60.0 -60.0 -60.0 -60.0 -58.2 POS 60.0 60.0 60.0 NEG -60.0 -60.0 -58.2 60.0 60.0 60.0 58.2 63.000 -53.0 -47.2 POS 60.0 60.0 58.2 53.0 47.2 NEG -60.0 76.000 NEG -60.0 -56.7 -51.7 -47.3 -42.6 POS 60.0 POS 60.0 56.7 51.7 47.3 42.6 T INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P, 0. BOX 1529 NOKOMIS, FL 34274 Re vsd By: FK Rev Drown 9y: R.S. Description: rite: Series /Model: SH- 701 Dote: 4/1 6/02 1/4/01 Dote: 11/27/96 !Scale: NTS Revisions: ADD SENTRY GLOSS C.A Revisions: ELEVATION, IMPACT ALUMINUM SINGLE HUNG WINDOW Sheet: 2 8 Drawing No. PKOI)UCr REVISED xs tomplyinp Nish the Florida, [hiding Code Acceptance No 0 X4 19 ,13 Etpirutiun Ds IS Z00t lay iu rul Dade Prt,duct C Dina? Avisioo 4032 iRev: 76.000 MAX. 34.500 DAYLIGHT OPENING MAX. ROUGH OPENING ROUGH OPENING VERTICAL SECTION 2.330 ROUGH OPENING 34.500 DAYLIGHT OPENING MAX. 2.710 49.562 DAYLIGHT OPENING MAX. - 'p" 53.125 MAX. 3/16" ANNEALED GLAS$ 3/16" HEAT STRENGTHED OR TEMPEREQ 48.250 DAYLIGHT OPENING MAX. - 'X" HORIZONTAL SECTION GLAZING OPTIONS NO TES: 1) CORNER CONSTRUCTION: FRAME CORNERS ARE SEALED W/ WHITE SEALANT SCHNEE /MOREHEAD /5504 FRAME HAS BUTT JOINTS. FRAME CORNERS AND FIXED MEETING RAIL ARE SECURED 2) WEEP HOLES: (2) 1/2" WEEP NOTCHES AT ENDS OF SILL SCREEN RETAINERS INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. 80X 1529 NOKOMIS, FL 34274 J /16" ANNEALED W /OUPONT FILM - (457) INTERIOR SIDE 3/16" HEAT STRENGTHENED W /DUPONT FILM - (457) INTERIOR SIDE t/4" TEMPERED GL4S$ Revsd By: FK Revsd By: FK DraBy. R.S. Description: WITH (2) /8)(1" PPH SMS Dote: 4/16/02 Dote: 1/4/01 Dote: r1/27/96 Revisions: ADD GLOSS OPTIONS Revisions: Series /Model: Score: Sheet: ROUGH OPENING SECTIONS & GLAZING OPTIONS Tide: PRODUCT REVISED as complying *lib (be Florida Bolding Code Acceptance No 01 V) ?. 'X F.tplrail Dater yr ?l 1 By !1 •� rol I s P • lid Con Divisiva ALUMINUM SINGLE HUNG WINDOW k Drawing No. SH -701 NTS 3 of 8 4032 Rev: 0 . 737 .490 } 2.274 ALUM. 6065–T5 ALUM. 6065–T54 ALUM. 6065–T5 .705 I--4*-- 1.350 —00- -1 ALUM. 6065 –T5 ALUM. 6065 –T5 1.123 2.710 1.523 —So- 4 --t- .414 Lad-- ALUM. 6065–T5 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. 80X 1529 NOKOMIS, FL 34274 ALUM. 6065 –T5 I 1.348 1 1,023 Revsd By: FK Revsd 9y: FK Drown By: R.S. Ttle: Serie s /Model: SN- 701 Dote: 4/ 16/02 Dote: 1/4/01 Dote: 1 1/27/9 6 Revisions: De scri peon: EXTRUSION PROFILES Scale: Sheet: NTS 4 ALUM. 6065 –T5 01 8 ALUM. 6065–T54 Revisions: ADD SENTRY GLASS C.A PRODUCT 1tE\' SF as euniplying uith the I lurhla tlulding C'tdc Acceptance t'40•z -orip• 1j Esplratiun llateF yf'" By ALUMINUM SINGLE HUNG WINDOW 'Drawing No. cc patrol 'Rev: 4032 24. 000 4 -120.0 -120.0 -120.0 -120.0 -120.0 -120.0 -120.0 -120.0 -120.0 -98.7 -89.6 7Q.000 (16 19.125 (4) 24.000 (4) 26.500 (6) 32.000 (6) 37.000 (6) 40.000 i8) 44.000 (8) 48.000 (8) 53.125 (8) 26.000 (8) neg pos -120.0 -120.0 -120.0 -120.0 -120.0 -120.0 -120.0 -120.0 -120.0 69.3 69.3 69.3 69.3 69.3 69.3 69.3 69.3 69.3 38.375 (8) neg pos -120.0 69.3 -120.0 69.3 -120.0 69.3 -120.0 69.3 -120.0 69.3 -115.4 •107,6 -101.8 -93.2 50.62558) _ 63.000 (8) neg pos -120.0 -120.0 -120.0 -98.7 -84.6 -79.2 -71.3 -63.7 -58.2 69.3 69.3 69.3 69.3 69.3 69.3 -64.7 69.3 -58.2 neg pos -103.3 -92.6 -89.6 -80.3 -69.4 -53.0 -79.7 -69.4 -66.0 66.0 -61.5 61.5 -60.0 60.0 -56.7 COMPARATIVE ANALYSIS FOR: GLASS: 3/16 HEAT STRENGTHENED OR TEMPERED NOTES: 1.) Numbers in ( ) parentheses are quantity of anchors per side. 2.) Negative Design Loads based on Comparative Analysis and Glass Table ASTM E1300. 3.) Positive Design Loads based on Comparative Analysis and Water Test Pressure. 4.) Numbers are for #10 screws or 3/16" Tapcons. 5.) (2) Anchors 4" apart, 4" from each side of meeting rail are required. (Total of 4 anchors at each meeting rail) Anchors 6" from each corner and as follows: Max. spacing at head & sill = 14" Max. spacing at jambs = 14" MAX. SIZE 53.125 x 76.000 Smallest Fasteners FTL -1536 Window Width 37.000 (6) 40.000 (8) 44.000 (8) 48.000 (8) 53.125 (8) _ Window Height 26.000112) neg pos -135.0 -135.0 -135.0 -135.0 -128.4 69.3 69.3 69.3 69.3 69.3 38.375 (12) neg pos n -135.0 -133.4 -117.9 -105.6 -93.2 69.3 69.3 50.625 (12) neg -126.3 -112.4 pos 69.3 69.3 69.3 69.3 69.3 - 98.1 -87.0 -76.0 69.3 69.3 69.3 63.000 (16) eg pos n -87.3 -87.3 -87.3 -76.6 -66.1 69.3 69.3 66.1 76.000 (16) neg _ pos -60.0 -60.0 60.0 60.0 69.3 69,3 -60.0 -60.0 -60.0 60.0 60.0 60.0 REFERENCE TEST REPORT: FTL -1536 COMPARATIVE ANALYSIS FOR: GLASS: 3/16 ANNEALED NOTES: 1.) Numbers in ( ) parentheses are quantity of anchors per side, 2.) Negative Design Loads based on Comparative Analysis and Glass Table ASTM E1300. 3.) Positive Design Loads based on Comparative Analysis and Water Test Pressure. 4.) Numbers are for #12 screws or 114" Tapcons. 5.) (1) Anchors 4" on each side of meeting rail is required. (Total of 2 anchors at each meeting rail) Anchors 6" from each corner and as follows: Max. spacing at head & sill = 14" Max. spacing at jambs = 14" Window Width COMPARATIVE ANALYSIS FOR: GLASS: 3/16 HEAT STRENGTHENED OR TEMPERED NOTES: 1.) Numbers ink ) parentheses are quantity of anchors per side. 2.) Negative Design Loads based on Comparative Analysis and Glass Table ASTM E1300. 3.) Positive Design Loads based on Comparative Analysis and Water Test Pressure. 4.) Numbers are for #12 screws or 114" Tapcons. 5.) (1) Anchors 4" on each side of meeting rail is required. (Total of 2 anchors at each meeting rail) Anchors 6" from each corner and as follows: Max. spacing at head & sill = 14" Max. spacing at jambs = 14" Window Window Height MAX. SIZE 53.125 x 76.000 Larger Fasteners FTL -1536 Width 37.000 (6) 40.000 _(8) -135.0 44.000 (8) 48.000 (8) 53.125 (8) 26.00018) neg pos -135.0 38.375 (8) neg pos -135.0 50.625 neg pos -135.0 -135.0 -128.4 69.3 69.3 69.3 69.3 69.3 -117.9 69.3 -98.1 69.3 -133.4 69.3 -126.3 69.3 -112.4 69.3 69.3 -105.6 -93.2 69.3 -87.0 69.3 -76.0 -87.3 -87.3 69.3 69.3 63 000,(8) neg pos -87.3 -76.6 -66.1 69.3 69.3 69.3 69.3 66.1 76.000 (12) neg los -60.0 -60.0 60.0 60.0 -60.0 60.0 -60.0 -60.0 60.0 60.0 INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. 90X 1529 NOKOMIS, FL 34274 Window Height ReY FK 4/ 16/02 Revsd By: Dote: FK 1/4/01 Drawn B Dote: R.S. r1/27/96 Description: Series /1Aooe1: SH- 701 Revisions: ADD H.S. dr TEMP. OPT, Revisions: -47.2 47.2 i Dash Divtaioo NTS 5 a/ 8 4032 MAX. SIZE 53.125 x 76.000 Larger Fasteners 76.0005 -42.6 FTL -1536 neg pos 69,3 69.3 56.7 51.7 47,3 42,6 PRODUCT HEVisFD as curept)ing with the Fttwitio Bolding Cute Acceptance N fl- Oyit. i3 Eipir k,o D 2 °0 COMPARATIVE ANALYSIS, NON - IMPACT 3/16 Ttte: ALUMINUM SINGLE HUNG WINDOW Scole: Sheet: Drawing No. 1 x WOOD BUCK • TYP. SILL. p • 4 • TYP. HEAQ o ,P• 1.250 3/16" TAPCON .250 MAX. 2 x WOOD BUCK 110 PANHEAD ' TYP. Sly • TYP. HEAQ . . a• o e v . . a ..4 1.250 .250 MAX. 2 x WOOD BUCK .250 MAX. e/Wf 3/16" TAPCON .250 MAX. TYP. JAMB — 1,250 T INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOM /S, FL 34275 P.O. BOA' 1529 NOKOMIS, Ft 34274 e 1 x WOOD BUCK Revsd 8y: FK Revs K Drown 9y: R.S. ANCHORAGE, 3/1 TAPCON OR j/10 WOOD SCREW rue: ALUMINUM SINGLE HUNG WINDOW Series /1A0def: SH— 701 4/ 1 4/01 Dote: 1/27/96 Scale NTS Revisions: ADD SENTRY GLASS C.A Revisions: Sheet: MAX. 6 of 8 TYP. JAM PRODUCT REVISED as complying Frith the Florida Voiding Code Accrptraoce No 0 Z -oYl9. /3 Expiration Date A . • �j�j 0.4 t At '• MI Dh 1st us Drawing No. 4032 • • id Rev: 1 x WOOD • ' • BUCK v TYP. HEAD TYP. SILL 2 x WOOD BUCK 112 PANHEAD TYP. HEAD TYP. SILO -v • V • . P . v• . a 1.250 r .250 MAX. 2 x WOOD BUCK TYP. JAMQ 1.250 INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. 80x 1529 NOKOMIS, FL J4274 Revsd By: FK r-Re sd : FK Drawn 8y: R.S. Description: SH— 701 /12 PANHEAD Dote. 4/16/02 Dote: 1/4/01 Dote: 1 1/2 7/96 Revisions: A0O SENTRY GLASS C.A Revisions: .250 MAX. TYP. JAMB a 4 4 2 x WOOD BUCK PRODUCT REVISED as compl}ing with Ike Florkla 8uldlog Cods Acccptence No Y V. 43 EvIrntion Date 1 44,44_74c/104 mI I1 c I' 'ct Coetrol v ision ANCHORAGE, 1/4 TAPCON OR /12 WOOD SCREW Title: ALUMINUM SINGLE HUNG WINDOW Series /Model: Scale: Sheet: Drawing No. NTS 7 of 8 . 4032 Rev: Window Width 26,000 12 ne• pos 19.125 (4) -190.0 70,C 24.000 (4) -190.0 26.500 (6) -190.0 32.000 (6) -190.0 37.000 (6) -190.0 40.000 (8) -190.0 70.0 44.000 (8) -190.0 • 48.000 (8 -190.0 53.125 (8) -190.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 38.375 12) ne+ pos 70.0 70.0 70.0 70.0 70.0 -176.8 -139.7 -189.4 -147.1 -113.9 70.0 70.0 70.0 70.0 -138.8 -134.4 -131.0 -131.0 -131.0 -131.0 -114.9 -99.1 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 -119.5 -104.1 -99,1 -92.3 -90.1 63.000516) ne• -154.9 pos 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 Window Width 24.000 (4) 26.500 (6) 32,000 (6) 37.000 (6) 40.000 (8) 44.000 (8) 48.000 (8) 53.125 (8) 26.00058) neg pos -190.0 70.0 -190.0 -190.0 -190.0 -190.0 -190.0 70.0 70.0 70.0 70.0 70.0 38.375581 neg pos -190.0 70.0 Window Height 50.6255_8) neg pos -190.0 70.0 -190.0 70.0 -189.4 -168.6 -147.1 -130.5 -113.9 70.0 -131.0 63.0005) neg pos -154.9 -138.8 -134.4 -131.0 -131.0 •131.0 -114.9 -99.1 70.0 70.0 70.0 70.0 70.0 70.0 -99.1 -90.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 COMPARATIVE ANALYSIS FOR_ GLASS: 7/4" TEMPERED NOTES: 1.) Numbers in f ) parentheses are quantity of anchors per side. 2.) Negative Design Loads based on Comparative Analysis and Glass Table ASTM E1300. 3.) Positive Design Loads based on Comparative Analysis and Water Test Pressure. 4.) Numbers are for #10 screws or 3/16" Tapcons. 5.) (2) Anchors 4" apart, 4" from each side of meeting rail are required. (Total of 4 anchors at each meeting rail) Anchors 6" from each corner and as follows: Max. spacing at head & sill = 14" Max. spacing at jambs = 14" REFERENCE TEST REPORT: FTL - 1533 Window Height MAX. SIZE 53.125 x 76.000 Smallest Fasteners FTL -1533 W (// COMPARATIVE ANALYSIS FOR: GLASS: 1/4" TEMPERED NOTES: 1.) Numbers In ( ) parentheses are quantity of anchors per side, 2.) Negative Design Loads based on Comparative Analysis and Glass Table ASTM E1300. 3.) Positive Design Loads based on Comparative Analysis and Water Test Pressure. 4.) Numbers are for #12 screws or 1/4" Tapcons. 5.) (1) Anchors 4" on each side of meeting rail is required. (Total of 2 anchors at each meeting rail) Anchors 6" from each comer and as folldws: Max. spacing at head & silt = 14" Max. spacing at jambs = 14" -176.8 -158.4 -139.7 INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. 90X 1529 NOKOM,S, FL 34274 Revsd 9y: FK Revs 9y: K Drown 9y: R.S. 70.0 70.0 70.0 Description: Dore: 4/16/02 Dore: 1/4/01 Dote: 11/27/96 70.0 70.0 Revisions: UPDATE COMP. ANAL. Revisions: COMPARATIVE ANALYSIS, NON-IMPACT Trt1e: ALUMINUM SINGLE HUNG WINDOW Series /Model: Scold: Sheet: Drawin No. SH -701 NTS 8 of 8 MAX. SIZE 53.125 x 76.000 Larger Fasteners lam Dad Produce C Division FTL -1533 -90.0 70.0 PRODUCT REVISED as complying with the Florida Bidding Code Acceptance Node- ay /o. /J Expiration Date ti.x t( /4T Rev: D 4032 MIA MI•DADE PGT Industries 1070 Technology Drive Nokomis, FL 34274 .b - I BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) 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 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 A H J (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. D ESCRIPTION: Oita.41$ ,710 "A1uminum I forucont ! Sliding Itesistant APPROVAL DOCUMENT: Drawing No.41 I2, titled "A horizontal Sliding Window ", sheets 1 through 4 of 4, prepared, signed sealed by Robert L. Clark, P.E., dated 5/22/02 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. Harty 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 13uilding Official. This NOA revises NOA # 99 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Raul Rodriguez. ;« OA N0,02-03,0.02 Expiration Mac' May 20, 2607 Approval Date: June 27, 2002 Page 1 DESIGN PRESSURE RATING: -75 P.S.F +66.7 P.S.F. GLASS TYPE A OR B DETERMINATION (SEE NOTE 1) WINDOW WINDOW HEIGHT I WIDTH 26.000 38.375 44.000 50.625 63.000 26.500 A A A A A 37.000 A A A A A 44.000 A A A A B 53.125 A A B B B 63.000 A B B B B 74.000 A B B B B ARGE MISSILE IMPACT WINDOWS 'GLAZING OPTIONS: ALSO SEE TABLE BELOW AND GLAZING DETAILS SHT. 2. 5/16" / B AC TE INTERLAYER MONSANTO N (2) L T O ES- OR DUPONT D / A. 1/8 ANNEALED GLASS B. 1/8 HEAT STRENGTHENED GLASS CONFIGURATIONS: XO or OX DESIGN PRESSURE RATING: SEE TABLE A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE & GLASS TABLES ASTM E 1300 -98. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE & GLASS TABLES ASTM E 1300 -98. ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS & PER SHT HEAD & SILL: MAX. 6" FROM CORNERS. MAX. 4" & 8" ON EACH SIDE OF MEETING RAIL CENTERLINE. MAX. 15" SPACING. JAMBS: MAX. 6" FROM CORNERS. MAX. 12 1/2" SPACING. SHUTTER REQUIREMENT: NO SHUTTERS REQUIRED. REFERENCE TEST REPORT: FTL -1969 74" MAX WIDTH 33 5/8" MAX 33 5/8" MAX — . DAYLIGHT -- DAYLIGHT OPENING OPENING 58 1/4" MAX FIXED LITE DAYLIGHT OPENING MAX ;HT 1 X i 8" MAX i i 8" MAX 4" MAX -- -'L 4" MAX SEE NOTE 4 ON MEETING RAIL ANCHORAGE ELEVATION ITEM DESCRIPTION 1 FLANGE FRAME JAMB (Alum. 6063 -T5) 612225 2 2 FIXED MEETING RAIL (Alum. 6063 -T5) 612228 1 3 SASH MEETING RAIL -- (Alum.- 6063 -T5) 612229 1 4 SASH SIDE RAIL (Alum. 6063 -T5) 612230 1 5 GLAZING BEAD (Alum. 6063 -T5) 6534571 8 6 WINDLOAD ADAPTER (Alum.. 6063 -T5) 612236 1 ® midseon of frame sill 7 FLANGE FRAME HEAD (Alum. 6063 -T5) 612237 1 8 FLANGE FRAME SILL (Alum. 6063 -T5) 612238 1 9 FRAME SILL ADAPTER (Alum. 6063 -15) 612239 1 10 SASH TOP /BOT. RAIL (Alum. 6063 -T5) 612240 2 11 SCREEN RETAINER (Alum. 6063 -T5) 6532377 1 12 5/16" (.350) LAMINATED USING ) 1/8" ANNEALED GLASS 3. 13 5/16" (.350) LAMINATED USING (2 ) , 1/8" HEAT STRENGTHENED GLASS 14 ANTI -LIFT CHANNEL (Alum. 6063 -T5) 612244 1 © midspan of vent) 710X1 15 #10 x 1.000 Ph. FI. SMS 16 #6 x 1.000 PH. PAN SMS 17 WEATHERSTRIP, THIN WALL BULB VINYL 18 #8 x .500 PHIL. FI SMS 57" MAX VENT DAYLIGHT OPENING 19 #8 x 1.000 PHIL. P.H. SMS 20 SWEEP LATCH 21 WEEP HOUSING 22 WEEP FLAP 23 ROLLER HOUSING 24 BRASS WHEELS 25 WEATHERSTRIP - PILE \FINSEAL 26 SILICON - -- 27 WEATHERSTRIP, BULB VINYL Robert L. Clark. P.E PE #39712 SI fUetdittl v V.T. # 76X1PPA 6TP247 7856A 781PQA 71096 70250 70251 7BRWHL2 61062W 62899 6TP249 T INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 QTY. /LOCATION 4 Windload Adapter screws 2 for anti -lift channel) 8 (1 per Glozine Bead TEAM PLASTICS 2 (Sweep Latch screws 4 (when using 2 Sweep Latches) 22 (Frame /Vent assy. screws) 1 11.5" from ends -vent mtg. roil) MINIATURE DIE CASTING 2 if height is >= 42 ") 3 1 © midspan 2 1 4" from 3 1 ©midspan 2 1 4 from ends) MASTER TOOL 2 ® ea. end of vent top rail) MASTER TOOL 4 (2 per Roller Housing) VINYL- TECH /P.G.T. 2 (©vent top /bot rails & mtg. rail SCHLEGEL CORP, DOW CORNING (® vent jamb rail) Revsd By: F. K. Revsd B : F. KY Drawn By: 0. B. Series /Model: HS -710 Dote: 1 /5/01 Dote: 1/29/99 Dote: 2/16/98 Scale: NTS ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX ALUMAX FASTEC Revisions: UPDATE FOR RENEWAL Revisions: C -NO CHC THIS SHT Sheet: 1 or 4 VENDOR MERCHANTS FASTENER MERCHANTS FASTENER MERCHANTS FASTENER ends) MASTER TOOL TEAM PLASTICS PI(ODCC1 kI EI) "compt)•Iog wpb Vls tkc Florida Buldlog Code Acceptance No 0 Esptratlon /Sail Dads Pnude ontrul IN %I:JQ+t Description: OX ELEVATION & B.O.M. (LG. MISSILE) Title: ALUMINUM HORIZONTAL SLIDING WINDOW ()rowing No. 4112 VENDOR # AF -12225 AF -12228 AF-12229 AF -12230 AF- 534571 AF -12236 AF -12237 AF -12238 AF -12239 AF -12240 AF- 532377 AF -12244 TP -247 PGT.214,XX 7 -M10 -250 7 -M10 -251 70312 FS7826 -187 899 TP -249 5.02 Rev C <TERIOR • MAX. HEIGHT MAX. FIXED LITE DAYLIGHT OPENING ROUGH OPENING ROUGH OPENING .500 VERTICAL SECTION MAX. VENT DAYLIGHT OPENING ROUGH OPENING 2.784 1/8" ANNEALED GLASS .090 INTERLAYER (MONSANTO SAFLEX OR DUPONT W /BUTACITE) -- MAX. DAYLIGHT OPENING --� 1/8" ANNEALED GLASS --- /7/A Robert L. Clark. P.E. PE #39712 Structural -- MAX. WIDTH 2.643 —� HORIZONTAL SECTION 1/2" GLASS BITE T INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX. 1529 NOKOMIS. F1 34274 Re yid By: F.K. RevF 8 MAX. DAYLIGHT OPENING Drown By: 0.8. Series /IAodel: HS -710 EXTERIOR 1/8" HEAT STRENGTHENED GLASS .090 INTERLAYER (MONSANTO SAFLEX OR DUPONT W /BUTACITE) 1/8" HEAT STRENGTHENED GLASS GLAZING DETAILS: 5/16" (.350) LAMINATED GLASS Dote: 11/5/01 Dote 5/22/02 Dote: 2/16/98 .705 Revisions: ADD GLASS DETAIL Revisions: C —NO CHG THIS SHT 2.784 I --- .500 PRODUCT REVISED as complying with the FlochiL (Inkling Code Acceptance Iro O - 1 02 EiplrYtloo Dal / 'Mr. } DMalo. Description: SECTIONS & GLAZING DETAIL ROUGH OPENING act C t rek rtIE ALUMINUM HORIZONTAL SLIDING WINDOW Stole: NTS Sheet: 2 of 4 Drowing • No. 4112 Rev: C APPROVED OD BUCK 3/16" OR 1/4" TAPCON W/ #12 HD (SEE NOTE 1) TYPICAL HEAD SECTION SUBSTRATE ANCHORING 3/16" OR 1/4" TAPCON W/ #12 HD (SEE NOTE 1) TYPICAL SILL SECTION SUBSTRATE ANCHORING ____r • 1 1/4" MIN. 1/4" MAX. SHIM APPROVED 2x WOOD BUCK #10 WOOD SCREW TYPICAL HEAD SECTION WOOD ANCHORING #10 WOOD SCREW — : a '. APPROVED 2x WOOD BUCK . • TYPICAL SILL SECTION WOOD ANCHORING 1 1/4" MIN. 1/4" MAX.] SHIM 1/4" 4" MAX. r SHIM 1 1/4" MIN. i 1/4" MAX. SHIM- 3/16" OR 1/4'= TAPCON W/ #12 HD (SEE NOTE 1) NOTES: 1. USE ONLY MIAMI —DADE COUNTY APPROVED ELCO OR ITW TAPCONS. 2. REFERENCE TEST REPORT: FTL -1969 Robert L. Clark, PE. PE #39712 StntcturiJ APPROVED WOOD BUCK r TYPICAL JAMB SECTION SUBSTRATE ANCHORING INDUSTRIES 1070 TECHNOLOGY DRNE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 1 1/4" MIN. 1/4" MAX. SHIM Revsd 8y: F. K, Revs" Drawn By: 0.8. Description: #10 WOOD SCREW Dote: 11/5/01 Dote• 5/22/02 Dote: 2/ 16/98 ANCHORAGE Title: Series /Model: HS -710 APPROVED 2x WOOD BUCK Scale: NTS i it TYPICAL JAMB SECTION WOOD ANCHORING Revisions: UPDATED Revisions: FIX TAPCON DES/G. Sheet: 3 of 4 l'I<UUUCr I(F:VIJF'D at complying with the F1oci& ll Code Acceptance No EsptratJoo Dale 1 1/4" MIN. ALUMINUM HORIZONTAL SLIDING WINDOW Drawing No. 41 12 e C /K r INDUSTRIES 1070 TECHNOLOGY DRNE NOKOMIS, FL 34275 Revsd By: F.K. Revsd By: F.K. Drawn By: F.K. Dote: 11/5/01 Date: 5/22/02 Dote: 11/2/01 Revisions: ADDED SHT Revisions: C— NO CHG THIS SHT PRODUCT REVISED a complying with tits flotift liutding Code Acceptance No EspltytiQ D 8 Mtiml Dade Product Coo trvl Divisi Description: EXTRUSION PROFILES rUe: ALUMINUM HORIZONTAL SLIDING WINDOW 4 f ---- .705 .062 2.784 --� �-- - .737 OFLANGE FRAME JAMB 6063 —T5 ALUM. 1.187 .062 ®5/16" GLAZING BEAD 2.074 ®FRAME SILL ADAPTER 6063 —T5 ALUM. REFERENCE TEST REPORT: FTL -1969 .062 1.187 1.349 .062 -�-- -� -- 1.403 O FIXED MEETING RAIL 6063 —T5 ALUM. .723 .688 ®WIND LOAD ADAPTER 6063 —T5 ALUM. [ .062 1 1.183 10 SASH TOP & BOTTOM RAIL 6063 —T5 ALUM. .062 1.081 -•-1 { r--- 1 @:: SASH MEETING RAIL 6063 —T5 ALUM. .062 1..273 L a- 2.710 --] 0 FLANGE FRAME HEAD 6063 —T5 ALUM. 1.373 Robert L. Clark, PE. PE #39712 P.O. BOX 1529 NOKOMIS, FL 34274 Series /U c4el: HS-71n ®SASH SIDE RAIL 6063 —T5 ALUM. .062 -- -�1-� --- 1 1.122 1 x--.2.710 ®FLANGE FRAME SILL 6063 —T5 ALUM. Scale: l Sheet: I NTR 1 4 of 4 I 2.094 1 Drawing No. d Rev: MIAMIDADE f oc_- � - BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34274 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 \VEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 - 1563 (305) 375 -2901 FAX (305) 375 -2908 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 (AH1). 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 suspenl 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 , P pproved as described herein, and has been designed to comply with the High Velocity Ifurricane Zone of the Florida Building Code. — DESCRIPTION: rict#iI 01 i= A TllrzontatStiding-WindoiX with STU A1cctinp APPROVAL DOCUMENT: Drawing No. 268 -1, titled "Alum. Horiz. Roller (STD MTG. Rail) ", sh c a . r through 9, prepared, signed and scaled by Robert Clark, P.E. dated 5/10/02, bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None 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 othenvise 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. ADVERTISEh1ENT: 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 thc user by the manufacturer or its distributors and shall be available for inspection at the job site at thc request of the Building Official. The submitted documentation was reviewed by Raul Rodriguez 'stYOA NQ 02- 041,.10 Expiration [ Batt `June 27, 2007 Approval Date: June 27, 2002 Page 1 COMPARATIVE ANALYSIS - TABLE 1. p E •i.A /8 "_.ANNEALE -3341 z ) t'r �rC�,3 /16 "TEMPERED (F.7L { ; B, 3/16" ANNEALED (FTL= 3339) 6!1/2 I.G. - 3/16A,3/16 "S,1 /8& (FTL' =3340 B C. D, A: B. C. D, Ae B; C: D; A9 C; D. B: D: -A; 13,I D. WINDOW HEIGHT 26.000 (2) NEG -75.0 -120.0 -135,0 -120.0 -75.0 -120.0 -135.0 -120.0 -56.6 -84.9 -99.0 -84.9 -38.8 -58.2 -67.9 -58.2 -28.5 -42.7 -49.8 -42.7 -21.9 -32.9 -38.4 -32.9 POS 56.0 56.0 56.0 56.0 56.0 56.0 56.0 56.0 56.0 56.0 56.0 56.0 38.8 56.0 56.0 56.0 28.5 42.7 49.9 42.7 21.9 32.9 38.4 32.9 38.375 (3) NEG -75.0 -120.0 -135.0 -120.0 -58.5 -110.2 -128.6 -110.2 -51.2 -84.9 -99.0 -84.9 -38.8 -58.2 -67.9 -58.2 -27.6 -41.4 -48.3 -41.4 -20.0 -30.0 -35.0 -30.0 POS 56.0 56.0 56.0 56.0 56.0 56.0 56.0 56.0 51.2 56.0 56.0 56.0 38.8 56.0 56.0 56.0 27.6 41.4 48.3 41.4 20.0 30.0 35.0 30.0 44.000 (3) NEG -75.0 -119.9 -135.0 -119.9 -51.0 -92.5 -107.8 -92.4 -43.2 -81.8 -95.4 -81.8 -38.8 -58.2 -67.9 -58.2 -27.6 -41.4 -48.3 -41.4 -20.0 -30.0 -35.0 -30.0 POS 56.0 56.0 -118.8 -101.9 56.0 56.0 51.0 56.0 56.0 56.0 43.2 56.0 56.0 56.0 38.8 56.0 56.0 56.0 27.6 41.4 48.3 41.4 20.0 30.0 35.0 30.0 50.625 (4) NEG -67.9 -101.9 -47.0 -77.6 -90.5 -77.6 -36.7 -68.1 -79.5 -68.1 -33.6 -58.2 -67.9 -58.2 -27.6 -41.4 -48.3 -41.4 -20.0 -30.0 -35.0 -30.0 POS 56.0 56.0 56.0 56.0 47.0 56.0 56.0 56.0 36.7 56.0 56.0 56.0 33.6 56.0 56.0 56.0 27.6 41.4 48.3 41.4 20.0 30.0 35.0 30.0 63.000 (4) NEG -53.0 -79.5 -92.8 -79.5 -39.8 -59.7 -69.7 -59.7 -28.9 -51.9 -60.6 -51.9 -24.3 -45.0 -52.5 -45.0 -24.7 -39.5 -46.5 -39.5 -20.0 -30.0 -35.0 -30.0 POS 53.0 56.0 56.0 56.0 39.8 56.0 56.0 56.0 28.9 51.9 56.0 51.9 24.3 45.0 52.5 45.0 24.7 39.5 46.5 39.5 20.0 30.0 35.0 30.0 E: NUMBERS IN ( ) PARENTHESES ARE MINIMUM QUANTITY OF ANCHORS PER SIDE. 72.000 (5) NEG -45.7 -68.6 -80.0 -68.6 -34.1 -51.2 -59.7 -51.2 -27.1 -44.3 -51.6 -44.3 -21.0 -38.1 -44.4 -38.1 -19.6 -33.5 -39.1 -33.5 -20.0 -30.0 -35.0 -30.0 POS 45.7 56.0 56.0 56.0 34.1 51.2 56.0 51.2 27.1 44.3 51.6 44.3 21.0 38.1 44.4 38.1 19.6 33.5 39.1 33.5 20.0 30.0 35.0 30.0 GLASS,TYP WINDOW WIDTH 26.500 (4) 37.000 (4) 44.000 (4) 53.125 (4) 63.000 (4) 74.000 (4) (ABLE NO NON - IMPACT WINDOW NOTES: 1. GLAZING: 1/8" ANNEALED, 3/16" ANNEALED, 3/16" TEMPERED, 1/2" IG (3/16A,3/16S,1/ 2. DESIGN PRESSURE RATING: SEE TABLE 1. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 13 B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 3. CONFIGURATIONS: OX, XO 4. REFERENCE TEST REPORTS: FTL -3338, FTL -3339, FTL -3340 & FTL -3341 5, SHUTTER REQUIREMENT: MIAMI -DADE COUNTY APPROVED SHUTTERS ARE REQUIRED. 6. NARROW JOINT SEAM SEALANT IS USED ON ALL CORNERS AND AT EACH FIXED MEETING RAIL. 7. ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS AND PER SHEET 9. HEAD & SILL: MAX. 6" FROM CORNERS. MAX. 6" ON EACH SIDE OF MEETING RAIL CENTERLINE. JAMBS; MAX. 6" FROM CORNERS. MAX. 17" SPACING. 8. SEE SHEET 2 FOR GLAZING DETAILS. 9. PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. 10. SEE SHEET 7 FOR CORNER CONSTRUCTION INFORMATION. p 8A) 00 -98. . 1300 -98. LO 6" MAX. TYP. } - HEIGHT 4 66" MAX. OPER. LITE DAYLIGHT OPENING -. 6 " _ MAX A TYP. i - - -1 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 33 1/2" MAX. OPER. LITE DAYLIGHT OPENING x FAT INDUSTRIES Revsd By: Revsd y: FK Drown By: F.K. 33 1/2" MAX. � - FIXED LITE DAYLIGHT OPENING 6" MAX. 1 - i , 6" MAX. (SEE ANCHORAGE NOTE 7) - MEETING RAIL CENTERLINE 74" MAX. WIDTH OUTSIDE - SEE SHEET 2 FOR SECTION DETAILS Dote: Dote: 4/23/02 Dote: 1/11/02 O Revisions: Revisions: ADD ANCHOR DIM. 1 67 1/8" MAX. FIXED LITE DAYLIGHT OPENING 17" MAX. Approved as complying with the Florida Budding Code � JL Date T- L11 NOAH r• Z- 03' > I" , Miami Dads Ploducd Q■ Description: OX, XO ELEVATION, 74Wx72H Title: Rot sr! L. Clark. P.E. PE /15712 SL:ucturul P.O. BOX 1529 NOKOMIS, FL 34274 ALUM. HORIZ. ROLLER (STD. MTG. RAIL) Scofe: S NTS 1 of 9 268- 1 heet: Drawing No. Series /Model: HR -201 Rev: Revsd By: Drawn By: F.K. Dote: ate: 4/23/02 Dote: 1 1 1 02 Approved as complying sith the Florida Quieting Cude Dale L Z.vZ NOAN 0 1- • 1 4 3. t o Miami Dade P ' ud Coated DIvbbo By FIXED LITE DAYLIGHT OPENING 1/8" ANNEALED STD. MTG. RAIL MAX HEIGHT FIXED LITE DAYLIGHT OPENING O U T S I D E VERTICAL SECTION INSIDE OPER. LITE DAYLIGHT OPENING TEST REPORTS: FTL -3338 FTL -3339 FTL -3340 FTL -3341 OUTSIDE 1/8" ANNEALED OR 3/16" ANNEALED - OR 3/16" TEMPERED c// Robert L. Clark, P.E. PE 139712 St�U� MAX WIDTH MONOLITHIC GLASS INSIDE 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOU S, FL 34274 OUTSIDE 7/16" NOM. GLASS BITE TYP. (4) 3/16" ANNEALED 3/16" AIR SPACE 1/2" NOMINAL INSULATED GLASS GLAZING DETAILS OU -T - HORIZONTAL SECTION INSULATED GLASS ALUM. HORIZ. ROLLER Series /Model: Scale: Sheet: HR -201 NTS 2 01 9 INSIDE 2" Drawing No. 9 1Q_ Rev: COMPARATIVE ANALYSIS - TABLE 2. A GLASS TYPE: A. DSB 1/8" ANNEALED (FTL -3345) } B. 3/16" ANNEALED (FTL -3343) l ° C. = 3/16 "- TEMPERED FTL- 3342) +, D. 1/2" I "S,1 /8A (FTL -3344) "' : - ' WINDOW HEIGHT WINDOW WIDTH 26.500 (4) 37.000 (4) 44.000 (4) 53.125 (4) 63.000 (4) 74.000 (4) A. B. C. D. A. B. 56.0 56.0 C. D. -135.0 -75.0 A. B. C. D. A. B. C. D. A. C. D. A. B. C. D. N -75.0 -120.0 -135.0 -75.0 -75.0 -120.0 -75.0 -113.1 -135.0 -75.0 -58.2 -77.6 -97.1 -67.9 -42.7 -56.9 -71.2 -49.8 -32.9 -43.9 38.375 (3) NEG POS 26.000 (2) NEG POS 56.0 56.0 56.0 56.0 56.0 56.0 56.0 56.0 56.0 56.0 56.0 56.0 56.0 56.0 42.7 32.9 38.4 -54.8 -38.4 49.4 32.9 -75.0 -120.0 -135.0 -75.0 -58.5 -120.0 -135.0 -75.0 -512 -101.6 -135.0 -75.0 -47.9 56.0 56.0 -77.6 -97.0 -67.9 42.7 49.8 56.0 -48.3 -30.0 -40.0 -50.0 -35.0 56.0 56.0 56.0 56.0 56.0 56.0 51.2 56.0 56.0 56.0 -89.8 -113.4 -75.0 47.9 56.0 56.0 56.0 41.4 48.3 56.0 41.4 30.0 35.0 NEG -75.0 -120.0 -135.0 -75.0 -51.0 -102.4 -128.1 -75.0 -43.2 -40.4 -70.5 -97.0 -67.9 -37.3 -55.2 -69.0 -40.0 -50.0 -35.0 44.000 (3) POS 56.0 56.0 56.0 56.0 51.0 56.0 56.0 56.0 43.2 56.0 56.0 56.0 40.4 56.0 56.0 56.0 -41.4 -55.2 -69.0 37.3 48.3 56.0 41.4 30.0 35.0 50.625 (4) NEG -75.0 -113.0 -135.0 -75.0 -47.0 -86.0 -107.6 -75.0 -36.7 -75.5 -94.4 -66.1 -33.6 -59.1 -83.0 -58.1 -32.2 -51.8 -69.0 -48.3 -29.5 -40.0 -50.0 -35.0 POS 56.0 56.0 56.0 56.0 47.0 56.0 56.0 56.0 36.7 56.0 56.0 56.0 33.6 56.0 56.0 49.8 32.2 41.4 29.5 35.0 45.0 63.000 (4) NEG POS -66.1 -88.2 -110.2 -75.0 -41.8 -66.2 -82.8 -58.0 -28.9 -57.6 -72.0 -50.4 -24.3 -48.5 -62.3 -43.6 -24.7 -39.5 -55.3 -38.7 -23.4 -36.7 -50.0 56.0 56.0 56.0 56.0 41.8 56.0 56.0 49.7 28.9 50.4 56.0 43.2 24.3 43.6 56.0 37.4 24.7 48.3 56.0 38.7 49.8 -48.3 -30.0 33.2 23.4 35.0 45.0 30.0 45.0 l 30.0 30.0 -35.0 30.0 TABLE NOTE: NUMBERS IN ( ) PARENTHESES ARE MINIMUM QUANTITY OF ANCHORS PER SIDE. 45.0 NON- IMPACT WINDOW NOTES: 1. GLAZING: 1/8" ANNEALED, 3/16" ANNEALED, 3/16" TEMPERED, 1/2" IG (1/8A,1/4S,1/8A) 2. DESIGN PRESSURE RATING: SEE TABLE 2. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98. 3. CONFIGURATIONS: OX, XO 4. REFERENCE TEST REPORTS: FTL -3342, FTL -3343, FTL -3344 & FTL -3345. 5. SHUTTER REQUIREMENT: MIAMI -DADE COUNTY APPROVED SHUTTERS ARE REQUIRED. 6. NARROW JOINT SEAM SEALANT IS USED ON ALL CORNERS AND AT EACH FIXED MEETING RAIL. 7. ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS AND PER SHEET 9. HEAD & SILL: MAX. 6" FROM CORNERS. MAX. 6" ON EACH SIDE OF MEETING RAIL CENTERLINE. JAMBS: MAX. 6" FROM CORNERS. MAX. 17" SPACING. 8. SEE SHEET 4 FOR GLAZING DETAILS. 9. PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. 10. SEE SHEET 7 FOR CORNER CONSTRUCTION INFORMATION. 63" MAX. HEIGHT s-770/64 A. 6" MAX. TYP. Robert L. Clark, P.E. PE 139712 57" MAX. OPER. LITE DAYLIGHT OPENING 6" MAX. A TYP. 1 x (.s= 6" 6" MAX. } O A 58 1/2" MAX. FIXED LITE DAYLIGHT - OPENING 17" TY A SEE ANCHORAGE NOTE 7) - MEETING RAIL CENTERLINE OUTSIDE - SEE SHEET 4 FOR SECTION DETAILS PST INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 33 1/2" MAX. OPER. LITE DAYLIGHT OPENING rile: 74" MAX. WIDTH Revsd By: Dote: Revsd By: Dote: FK 4/23/02 Drown By: Dote: F.K. 1/11702 Description: 33 1/2" MAX. FIXED LITE DAYLIGHT OPENING Revisions: Revisions: ADD ANCHOR DIM. OX, XO ELEVATION, 74 Wx 63H MAX, P. A Approved Al vim plying ri+h the F Bolding Cade Date 3✓� 2 1oo NOAH c2 -o I • t b Mlamt Dsde P d ' • l , s ALUM. HORIZ. ROLLER (STD. MTG. RAIL) Series /Model: !Scale: l Sheet: Drawing No. iRev: HR -2n 1 NT.S 1 of .9 26R- 1 A OR 6" ANNEALED — �-- OR 6" TEMPERED INSULATED GLASS GLAZING DETAILS r INDUSTRIES Revsd By: Revsd By: FK Drown By: F.K. Dote: Dote: 4/23/02 Dote: 1/11/02 ANNEALE —1/4" AIR SPACE Revisions: Revisions: ADD INT /EXT DESIG. Algi W.•J a c'ul.+p., tag ..114 d u Florida uuidicg Code Byte 7.,K. 3? ! L NOAH •Z, MtanllDads Prod • o Dtrlsiwl By Description: OX, XO SECTIONS & GLAZING, 74 Wx 63H MAX HEIGHT s OUTSIDE FIXED LITE DAYLIGHT OPENING 2" VERTICAL SECTION OPER LITE DAYLIGHT OPENING TEST REPORTS: FTL -3342 FTL -3343 FTL -3344 FTL -3345 1/8" ANNEALED 3/1 3/1 OPER. LITE DAYLIGHT OPENING MONOLITHIC GLASS Robert L. Clark, P.E. PE /39712 Structurol MAX WIDTH HORIZONTAL SECTION OUTSIDE INSIDE 7/16" NOM. GLASS BITE TYP. (4) P.O. BOX 1529 NOKOMIS, FL 34274 1/8" ANNEALED— NOKOMIS, FL 34275 ALUM. 1 1t' ( 17 ROLLER /STD. MTG. RAIL) 1070 TECHNOLOGY DRIVE Drawing No, Rev: 268 -1 A Series /140del: HR -201 FIXED LITE DAYLIGHT OPENING INSULATED GLASS ' Scots: Sheet: NTS 4 of 9 INSIDE A A. B. C. C. A. B: C: C, C. A. B. C. COMPARATIVE ANALYSIS - TABLE 3. A ---� A. 3/16 ", ANNEALED (FTL - 3336)' ; " ?y. C4/2" 1 G.3= 4/8A;1 /4511 /8A'(FTL= 3337); ire:, B. 3/16" TEMPERED (FTL- 3335) 4ri = .. ' t' i c� t;'4 ' t ,;�,z: • 26.000 (2) NEG -135.0 -135.0 -73.0 -91.2 -75.0 -78.9 -92.0 -75.0 -92.0 -71.3 -53.3 -62.2 -53.3 -38.2 -44.6 -38.2 -35.2 -41.1 -35.2 -30.5 -35.6 -30.5 POS 56.0 56.0 56.0 56.0 56.0 56.0 53.3 56.0 53.3 38.2 44.6 38.2 35.2 41.1 35.2 30.5 35.6 30.5 38.375 (3) NEG -84.5 -110.0 -75.0 -64.3 -52.4 -62.2 -53.3 -38.2 -44.5 -38.2 -35.1 -40.9 -35.1 -30.0 -35.0 -30.0 POS 56.0 56.0 56.0 56.0 56.0 56.0 52.4 56.0 53.3 38.2 35.1 40.9 35.1 30.0 35.0 30.0 N- IMPACT WINDOW NOTES: 44.000 (3) NEG -75.0 -56.2 -75.5 -63.9 -48.4 -62.2 -53.3 -38.2 -44.5 -38.2 -35.1 -40.9 -35.1 -30.0 -35.0 -30.0 WINDOW HEIGHT POS 56.0 56.0 56.0 56.0 56.0 56.0 48.4 56.0 53.3 38.2 44.5 38.2 44.5 38.2 35.1 40.9 35.1 30.0 35.0 30.0 MAX. 6" FROM CORNERS. MAX. 6" ON EACH SIDE OF MEETING RAIL CENTERLINE. MAX. 18" SPACING. MBS: 50.625 (4) NEG -61.2 -75.9 -62.7 -48.3 -43.3 -55.6 -47.4 -38.0 -44.5 -38.2 -35.1 -40.9 -35.1 -30.0 -35.0 -30. POS 56.0 56.0 56.0 48.3 -61.3 -52.5 56.0 52.5 43.3 55.6 47.4 38.2 35.1 40.9 35.1 30.0 35.0 30.0 63.000 (4) NEG POS -49.6 -57.8 -49.6 -37.4 -45.3 -38.9 37.4 45.3 38.9 -34.4 -40.1 -34.4 38.0 44.5 -31.5 31.5 -36.7 36.7 -31.5 31.5 -30.6 -36.1 49.6 56.0 49.6 34.4 40.1 34.4 30.6 36.1 -30.8 30.8 -29.2 29.2 -35.0 -28.7 35.0 E: NUMBERS IN ( ) PARENTHESES ARE MINIMUM QUANTITY OF ANCHORS PER SIDE. 28 7 63" MAX. HEIGHT A 6" MAX. TYP. 57" MAX. OPER. LITE DAYLIGHT OPENING TYP. (2) 6" MAX. A TYP. / 0 26 1/2" MAX. OPER. LITE DAYLIGHT OPENING TYP. (2) x INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 56 1/2" MAX. FIXED LITE DAYLIGHT OPENING Title • 0 6" MAX. 6" MAX. 1 1 . 6" MAX. , - A - MEETING RAIL CENTERLINE - -- (SEE ANCHORAGE NOTE 7) 120" MAX. WIDTH OUTSIDE - SEE SHEET 6 FOR SECTION DETAILS Revsd By: Revsd 9y: FK Drown By: F.K. Dote: Dote: 4/23/02 Dote: 1/11102 .� 6" MAX. Revisions: Revisions: ADD ANCHOR DIM. A 18" MAX. SPACING TYP. Om- A 58 1/2" MAX. FIXED LITE DAYLIGHT OPENING . I 17" MAX. jP Approved eta comply(ig %■Ith the Florida 13uidlug Curie Date 1 I, Zed t NOAH pL - o) 5 . t' Miami D.de Pn4ucl Coatrt4 DM A° By Description: XOX ELEVATION, 120Wx63H 3LASS TYP NINDOW NIDTH 53.125 (6) 74.000 (7) 90.000 (7) 106.375 (8) 111.000 (8) 120.000 (8) 'ABLE NOT NO 1. GLAZING: 3/16" ANNEALED, 3/16" TEMPERED AND 1/2" I.G. (1/8A,1/4S,1/8A). 2. DESIGN PRESSURE RATING: SEE TABLE 3. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98. 3, CONFIGURATIONS: XOX 4. REFERENCE TEST REPORTS: FTL -3335, FTL -3336 & FTL -3337. 5. SHUTTER REQUIREMENT: MIAMI -DADE COUNTY APPROVED SHUTTERS ARE REQUIRED. 6. NARROW JOINT SEAM SEALANT IS USED ON ALL CORNERS AND AT EACH FIXED MEETING RAIL. 7. ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS AND PER SHEET 9. HEAD (Sc SILL: JA MAX. 6" FROM CORNERS. MAX. 17" SPACING. 8. SEE SHEET 6 FOR GLAZING DETAILS. 9. PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. 10. SEE SHEET 7 FOR CORNER CONSTRUCTION INFORMATION. Robert L. Clock, P.E. PE 139712 Structurol P.O. BOX 1529 NOKOMIS, FL 34274 ALUM. HORIZ. ROLLER (STD. MTG. RAIL) 268-1 Rev: HR-201 !Scale: NTS I 5 or / 7( (/ " . INSULATED GLAS GLAZING DETAILS INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 Revsa By: Reysd Drawn 9y: F.K. - Date: Dote: /23/02 1 /1111/02 -.-1/ -. -1 /8" ANNEALED 1/4" AIR SPACE Revisions: Revisions: ADD INT /EXT DESIG. A ppnvectl ascorn l)ingrilhthe Florida Guiding Cade Dale i-^ L7� 7.••t NOAH Q? ' 1 ' Mlaadl Dade Pradad Divisiaa By Description: XOX SECTIONS & GLAZING, 12 D Wx 63H 1 MAX HEIGHT OUTSIDE FIXED LITE DAYLIGHT OPENING 2" VERTICAL SECTION INSIDE OPER. LITE DAYLIGHT OPENING TEST REPORTS: FTL -3335 FTL--3336 FTL -3337 OUTSIDE MAX WIDTH MONOLITHIC GLASS INSIDE FIXED LITE DAYLIGHT OPENING 3/16" ANNEALED L OR 3/16" TEMPERED Robert L. Clark, P.E. PE 439712 OUTSIDE INSIDE P.O. BOX 1529 NOKOMIS, FL 34274 7/16" NOM. GLASS BITE TYP. (4) HORIZONTAL SECTION INSULATED GLASS Series /Model: HR -201 Scale: 5heet: NTS 6 a 9 OPER. LITE DAYLIGHT OPENING TYP. (2) Title: ALUM. HORIZ. ROLLER (STD. MTG. RAIL) Rev: A Drawing No. 268 -1 AME JAMB(FIXED) MAT'L: 6063 -T6 DWG# 218A / 6/(;• ItT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 FRAME SILL MAT'L: 6063 -T5 DWG# 264 Revsd 9y: Revsd By: FK Drawn By: F.K. Dote: Dote: 4/23/02 Dote: 1/11/02 Revisions: Revisions: ADD CORNER DET. Appro.cd as complying vi ith the Florida Guiding Code Date ? s ~L NOAN 1,_. •'r Miami Dade P l Control Dtvwo By EXTRUSION PROFILES & CORNER DETAIL VIEW A -A A CORNER CONTRUCTION BOTTO FRAME JAMB(OPERABLE) MAT'L: 6063 -T5 DWG# 219 1.542" .062 " - .062" FR TEST REPORTS: FTL -3335 FTL -3338 FTL -3342 FTL -3336 FTL -3339 FTL -3343 FTL -3337 FTL -3340 FTL -3344 FTL -3341 FTL -3345 1.542" c 2.209" 2.124" Robert L. Clark, P.E. PE 139112 Structural 1.827" 2.824" P.O. BOX 1529 NOKOMIS, FL 34274 2.000" FRAME HEAD MAT'L: 6063 -T6 A DWG# 215B x.062" 2.000" Series /Model: HR -201 .050" .062 " - Scole: I Sheet: NTS 7 SILL ADAPTER MAT'L: 6063 -T6 DWG# 265B 1.114 " - .781" 040" 1 SASH STOP MAT'L: 6063 -T5 DWG# 110 Titre: ALUM. HORIZ. ROLLER 'STD. MTG. RAIL) , Drawing No. Rev: 9 268 -1 A 19 1001 Wstp., Bulb Vinyl Wthrstrip 64664 20 222A Sash Meeting Rail 6063 -T6 6222W,B,T INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 Revsd By: Revsd By: FK Drown By: F.K. TEST REPORTS: FTL -3335 FTL -3338 FTL -3342 FTL -3336 FTL -3339 FTL -3343 FTL -3337 FTL -3340 FTL -3344 FTL -3341 FTL -3345 Dote: Dote: 4/2.3/02 Revisions: Revisions: CHG ALLOY DESIG. Approved as complying aids the Florida Balding Code Bate 7 ^ L VI) L ° L NOAN . Miami Da yts P c1 Co Dh is Description: EXTRUSION PROFILES & B.O.M. Title: 1 Flange Frame Head #8 x 1.000 , QUAD Pn., SMS 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 215B 1155 110 264 265B 1298 218A 219 1003 220B 1072 223A 242 227 225 226 Sash Stop Main Frame Sill Main Frame Sill Adapter Weep Hole Cover Flange Frame Jamb (Fixed, XO ONLY) Flange Frame Jamb (Operable) Wstp., Bulb Vinyl Fixed Meeting Rail Wstp.,.187 x .200, Fin Seal Sash Top & Bottom Rail Sash Top Guide (Anti -rack) End Cap #8 x .25, QUAD Pn., SMS Roller Housing & Guide Rollers, Brass 6063 -T6 A Fastener 6063 -T5 6063 -T5 6063 -T6 A Plastic 6063 -T6 A 6063 -T5 Vinly 6063 -T6 A Wthrstrip 6063 -T6 A Plastic Plastic Fastener Plastic Brass Part 6215W,B,T 781PQA 66387 6264 6265BW, B,T 71298 6128W,B,T 61088 66601 6220W,B,T 67919G 6223W,B,T 42105 42114 78X14PQAA 42112N 7BRWHL2 Item Dwg # 18 221A Sash Side Rail 22 24 25 26 27 28 29 30 31 32 33 34 35 36 38 39 40 41 42 43 44 weep Latch Description 6063 -T6 Mat'I PGT # 6221W B.T 1016 1265 -3 1267 1014 1013 1073 1278 1618 2718 2719 1263 241 1274 1237 #8 x .625 , Ph. FI., SMS DSB Glass 3/16" Annealed Glass 3/16" Tempered Glass 1/2" Insulated DSB /DSB 1/2" Insulated DSB /3/16" Annealed 3/32 x 1/4 x 1 Setting Block 1/8 x 1/2 x 1 Setting Block Screen Frame Screen Corner Key Screen Spring Screen Pull Screen Spline Screen Cloth Glazing Bead (SSB /DSB) Glazing Bead - (3/16 ") Glazing Bead - (1/4 ") Glazing Bead - (1/2" Insulated) Glazing Bead - (for Grill Kit - SSB /DSB) Glazing Bead - (for Grill Kit - 3/16 ") Slicone Adhesive Dow 899 or Equal Fastener Glass Glass Glass Glass Rubber Rubber Aluminum Plastic Spring Steel Plastic Rubber Rollform Bd. Rollform Bd. Rollform Bd. Plastic Plastic Plastic 7858 712653K 71267N 61011 41903 78835M 70409K 68155K 61816 65196 65016 65133 6VT48 6GB1274 6GB1237 Cast Part 71096 1.605" FIXED MEETING RAIL MAT'L: 6063 —T6 DWG# 220B 1.816" .093" .062" SASH SIDE RAIL MAT'L: 6063 —T6 DWG# 221A Robert L. Ciork, P.E. PE 139712 Stru :twol P.O. BDX 1529 NOKOMIS, FL 34274 Series /Model: HR -201 .926 " —•-1 1 LI -•— .050" 1.062" I [ SASH TOP & BOTT. RAIL MAT'L: 6063 —T6 DWG# 223A 1 1.457" SASH MEETING RAIL MAT'L: 6063 —T6 .062 " — 1.750" DWG# 222A ALUM. HORIZ. ROLLER (STD. MTG. RAIL) Scale: 1 Sheet: Drawing No. NTS I 8 ar 9 268-1 Rev: . 41 4 TYP. SILL SECTION TO CONCRETE APPROVED WOOD BUCK 1/4" TAPCON A W/ #12 HD. (SEE NOTE 1) TYP. HEAD SECTION TO CONCRETE (SEE NOTE 1) 1/4" TAPCON A W/ #12 HD. 1 1/4" MIN. 1/4" MAX. SHIM- 1/4" MAX. SHIM 1 NOTE: 1. USE MIAMI —DADE COUNTY APPROVED ELCO OR ITW TAPCONS. (415# MINIMUM SHEAR RATING AT 1 1/4" EMBEDMENT) A TYP. HEAD SECTION TO WOOD TYP. SILL SECTION TO WOOD 1/4" MAX. SHIM] #12 WOOD SCREW 1 APPROVED WOOD BUCK 11 #12 WOOD SCREW r 1/4" MAX. SHIM APPROVED WOOD BUCK (SEE NOTE 1) 1/4" TAPCON W/ #12 HD. Robe.t L Clork. P.E. PE #39712 Structural r INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 APPROVED WOOD BUCK #12 WOOD SCREW Title: TYP. JAMB SECTION TO CONCRETE Revsd e Revsd 9y: FK Drown By: F.K. Description: Dote: Dote: 4/23/02 111/02 1/4" MAX. SHIM Revisions: ANCHORAGE DETAILS APPROVED WOOD BUCK 1 1/2" MIN. TEST REPORTS: FTL -3335 FTL -3338 FTL -3342 FTL -3336 FTL -3339 FTL -3343 FTL -3337 FTL -3340 FTL -3344 FTL -3341 FTL -3345 Revisions: CHG TO 1/4 TAPCONS TYP. JAMB SECTION TO WOOD A pproved as complying with the Florida Hukiing Code Date 'J• w 2.1, 20 •L NOAH ' Mls tut Dsde P DMsb ALUM. HORIZ. ROLLER STD. MTG. RAIL) Series /Model: Scale: Sheet: Drawing o. IRev: HR 201 NTS l 9 of 9 9 268 -1 A Project No. Date 5/12/2003 Drawn By msh Checked By Approved By Scale AS INDICATED File Name 1 PLAN Rev. No. A: • s ► I I !I FRAME DROP CEILING AROUND EXISTING BEAM, III 1 Cr''' 0 mom 11 _ 1 i ■iI! ■ ■ .-:, _ -- REPLACE WINDOWS UNDER SEPARATE PERMIT, EXISTING OUTSIDE WALL, —1 1 LEA C r I 1/4 ^ 1 ,_ 0 " GU' �3 1/ 4' = IC', -1L EXISTING BEAM. r i l 1' -0" ACCESS PANEL LICE \D 0 RECESSED LIGHTING VAPOR PROOF LIGHTING Coll) OUTLET $ swrrcH tb SWITCH W /DIMMER EXHAUST FAN J--BOX 4+ CEILING FAN C!f?CJITS FOR SPA. 1 15A 2 20A SMALL APPLIANCE 20 SPA EXISTING CEILING, 2 SPA CL -8' t____2"_-6 1 71- MBATH 1/4" = 1 _ till Co PLAN VI • CD M N \- ALIGN DOOR OPENING AND SPA WITH EXISTING WINDOW. W -_ e cyx‘,3 L x151 \ G `►cam RR1 ) \) h__. o 1 (C. -'TiU B 1 N G 3S0 N'1'S 1/4" = 1 ►_0" 7' -7' 7 • I Oo 4 2'-7' j, 4J-0' --1:XISTING DEMO ter E'['RIC',S MIKE HOFFMAN DESIGN CONSTRUCTION CR- CO58258 1235 Meridian Ave. #5 Miami Beach, FL 33139 Tel: (305) 673 - 2244 Fax: (305) 673 -3133 J Owner ARTURO CADILLA Project BATHROOM REMODEL 124 NE 96th 61 MIAMI SHORES, Ft 33138 El Key Plan El Revisions No. Date Description The User acknowledges that the Designer's documen s are instruments of professional servioe and are protected by Common Copyright. This document is the property of the Designer and shall not be modified, amended, or altered in any way. It is is ted for information purposes only. The User agrees to hold harmless, indemnify and defend the Designer against any and all damages, claims and losses, including defense costs, arising out of any use reuse or copying of this document. Ii Drawing Title All dimensions, levels, layouts and field conditions shall be verified at the site by the contractor before proceeding with the work. JOS No 78-048-S LOCATION SKETCH FOR: titr. _t. ROSSi PLAN OF SURVEY Lots 12 f 13 in Block 20 of AN AMENDED PLAT OF MAIMI SHORES SECTION ONE, according to the Plat thereof as recorded in Plat Book 10 at Page 70 of the Public Records of Dade County, Florida. HERRYMAN a ASSOCIATES , INC. CONSULTING ENGINEERS AND LAND SURVEYORS , ano N.E. ?TH. ST., SUITE toe, w1A111, n.. 33113 WE HEREBY CERTIFY: That the attached PLAN OF SURVEY of the above described property Is true and correct to thy best of our knowledge and belief as recently surveyed and plotted under our direction; alto that there ore not above - ground encroachments other than thole shown. 8 NOT VALID UNLESS SEALED WITH AN — tr ar SiTym 1 REG. LAID SURVEYOR No. 2304 STATE OF fLORIOA April 16, 1978 Ehl$OSSED SURVEYOR'S SEAL SCALE I" 2 200 ' /HONE 1143-01 /1 ger fi two ra10 c.,aI /t PLAN OF SURVEY <6 1 /1 7 49 CU7jC A 7-4 '„ .- 3 - �. - / - - - -- a,9 ? • !24 I� 71.9' 0 / = , 77 h 231' _____ ? ac 4/J 7L,E v 0 Jl J 3 -;_ d3 SCALE I" : 20' i Date OY Metropolitan Dade County Building and Zoning Department Attention: Building Official SWIMMING POOL OWNER'S CERTIFICATION I certify that I am the legal owner of the property described as C / z /3 /C /' 'zU ti1mfri I ilymc e f et? jo o ated at / Al, / � S) r(<Ki V/ zPFS 3 3/.Y • In accordance with Section 33- 12(f), Code of Metropolitan Dade County, I certify that I understand and agree that the swimming pool to be constructed at the above address cannot be used or filled with water until a separate permit has been obtained for an approved safety bar- rier, and such barrier erected, inspected and approved. I further understand that this certification, however, does not eliminate the need for ob- taining a permit and erecting an approved barrier prior to final inspection and use of thpool. 1 23.03 -92 Legal Owner Note: This certification is to be submitted with a swimming pool permit application in duplicate. aVati er.4hate a 71,LpE 71, _ ,1; ; j" , ; • 1x40 -/c• .. l + �7[h'.IGt� ©4 H. . r /Z ?>'-e- euFet r� 4.1 poles F�..,�i _ tca� tt t a t.t'IC- t by Y Ft.araEt244.e.. 1 j r 4c. TZEI 1P4C 401.464, Q 2 1..rL a . MC 14. M A L 1 999; 4/ -1' F1 .S ret FLAcc 44,0440 12 1L71ti:c� ,M w v.et s. 110 eciLL.A.L. -- ' > Ivo 5X:es PW2itY t'Q • fv-wit;f6 btV `e►'rawL'"l orAa.w. N �. carte: eats -5(50. 1 f$i' 2Se UsMIZ Mar c.; I 11 .... # -ar L' 12 +E Irv. cat or l- 'G O MLMI €ri0 . Ott 14111 e ►3e, tar 13, m.elt. 2O ML44\41 . .moo ✓LS' V4ttCr _:. t vE ;t` 44044 3r✓�` $ Lt .,H1Mge3‘1 tIcgrovi jj2 l a t l i U.N1,10i Milk lit 11111, A11114111.01MM IL ,.11,41/11110110,11111.1A ettc. 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