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452 NE 92 St (7)• M1AMIDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION ■ I ±� NOTICE OF ACCEPTANCE (NOA) ({- A) di- /7 c7 f /t9 -, l c- I-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 - 1563 (305) 375 - 2901 FAX (305) 375 - 2908 PGT Industries 1070 Technology Drive Nokomis, FL 34274 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami - Dade County Product Control Division (In Miami Dade County) and/ur the AHJ (in areas other than Miami Dade County) r 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 tho use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series C -740 Aluminum Casement Window - Impact APPROVAL DOCUMENT: Drawing No. 7045 -8, titled "Aluminum Casement Window, Impact ", sheets 1 through 12 of 12, dated 12/17 /02 with revision C dated 7/10/03, prepared by manufacturer, signed and sealed by Lucas A. Turner, P.E., bearing the Miami - Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 02- 1224.02 consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. _ a L The submitted documentation was reviewed by M NOA Nn 03- 0611.02 Il7piration Date: May 22, 2008 VA7proval Date: October 9, 2003 Page 1 NOTES: LARGE MISSILE WINDOWS 1. GLAZING OPTIONS: A. 5/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8° HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. B. 5/16' LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. C. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. D. 7/16° LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. E. 13/16' I.G. GLASS COMPRISED OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS AND (1) 5/16" LAMINATED COMPONENT WITH A 3/8" AIR SPACE. 5/16" LAMINATED GLASS COMPRISED OF ;2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT INNER LAYER. 2. CONFIGURATIONS: X, XX, XO, OX, XOX, 0 3. DESIGN PRESSURE RATINGS / COMPARATIVE ANALYSIS TABLES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E '300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. D. FOR "X" CONFIGURATIONS SEE SHEET 4. E. FOR "XX" L,LAFlutitiAliuN z tt arIEET 4. F. FOR 1-1-i "XOX" & "0" CONFIGURATIONS SEE SHEETS. G. FOR i -4- "XOX" & "XO" OR "OX" CONFIGURATIONS SEE SHEET 6. H. FOR UNEQUAL LITE "XOX, "XO" & "OX" CONFIGURATIONS SEE SHEET 7. 4. ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLL 1.A /S: HEAD & SILL: MAX. 4" FROM CORNERS MAX. 4" & 7' ON EACH SIDE OF MEETING RAILS MAX. 14 1/2' SPACING ON VENTS MAX. 13' SPACING ON FIXED LITES (2)ANCHORS 3" APART AT MID -SPAN CN FIXED _ITE ONLY JAMBS: MAX. 4" FROM CORNERS MAX. 13" SPACING (2)ANCHORS 3' APART AT MID -SPAN NOTE: 1/4" TAPCCNS OR #14 SCREWS MAY BE USED AT THE ABOVE SPACING. SEE SHEETS 4, 5, 6 AND 7 FOR ALLOWABLE DESIGN PRESSURES IF USING 3/16" TAPCONS OR #12 SCREWS. 5. SHUTTER REQUIREMENT: NONE REQUIRED 6. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. 7. REFERENCE TEST REPORTS: FTL -3580, FTL -3582, FTL -3587 ANC FTL -3729 Revn4By Dan: Renai°M; F.K 3/17/03 A Read Ely F.K. Rant Drawn Br: F.K Liam 3/25/03 Dater Oa Or 12/17/02 ReNSp`a: C Cn. x4ey REVISE ANCHORAGE NOTE 4 ADD 13/16' I.G. 8 MOVE GLAZING DETAILS TO SrIEET 2 NO CHANGE THIS SHEET Oats 1070 TECHNOLOGY DRIVE NOKOIIMIS. FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 1 x 3 0 1 x 0 x CONFIGURATIONS OPTIONS 3 x 3 0 3 x x 0 0 x x 0 x UNEQUAL LITES x 0 UNEQUAL LITES 0 x UNEQUAL LITES PGT I/itibly Better Brr'.+bd NOTES AND TABLE OF CONTENTS ALUMINUM CASEMENT WINDOW, IMPACT swwbaer CA-740 NTS 3— 1 d 12 NOA DRAWING TABLE OF CONTENTS SHEET NOTES 1 GLAZING DETAILS 2 ELEVATIONS 3-4 DESIGN PRESSURE TABLES 5-8 SECTIONS 9 CORNER CONSTRUCTION 10 EXTRUSION PROFILES 10-11 PARTS LIST 11 ANCHORAGE 12 a..,,No. 7045 -8 PRODUCT REVISED as contpning with the Florida Buiding Code Acceptance No l - /. •. 1 E iratiou Dale . YAW+ , • 08 . !A Muni t e Pndaet / Ds.t Luc A.Tumer. P.E. PE 058201 Mechanical 1/8" ANNEALED GLASS -- .090 SOLUTIA OR DUPONT PVE INNER LAYER ®® I-- 1/8" HEAT STRENGTHENED GLASS 5/16" LAMINATED GLAZING DETAIL 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .65° NOM. GLASS BITE 7/16" LAMINATED GLAZING DETAL m® .C90 SOLUTIA OR DUPONT PVB INNER LAYER 3/16" HEAT f-- STRENGTHENED —�— GLASS 3/8" AIR SPACE 1/8" HEAT STRENGTHENED GLASS �- L .65" NOM. GLASS BITE 1 4 13/16" 86 � — 5/16" LAMINATED COMPONENT 1/8" HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INNER LAYER �— 1/8" HEAT STRENGTHENED GLASS 13/16" I.G. GLAZING DETAIL .65" NOM. GLASS BITE PRODUCT RFV ISFD as complying ailh the Florida Uoidiog Cods Acceptance No E :.'ration Dot Raps By F.K RaysdBy F.K Ormm or F.K. Dan: 3/25/03 Date. 7/10/03 Der are: 03/25/03 Reviews: B Revisions! G Tensions: Choched By REDRAW GLAZING DETAILS 8 ADD 13/16' LG. NO O,4NGE THIS SHEET Data 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.D. BOX 1519 NOKOMIS. FL 34274 FAcT_ Visibly Better GLAZING DETAILS T . ALUMINUM CASEMENT WINDOW, IMPACT a°nas +.oaec CA -745 SC. I m".c NTS 2 d 12 xe.�n v 7045 - Rev C Lucas &Turner, P.E. PE 458201 McDSnical CENTERLINE Rasa Br F.K. Rene B/ F.K. Rene By F.K. D".rn By F.K. 1 1/2" ANCHOR LOCATIONS (SEE SHEET 1, NOTE 4) 0aa: 3/17103 Dab: 32 Da". //101D3 Dab: 12/17/02 1 1 /2" 3 " MID -SPAN ANCHOR DETAIL (SEE SHT. 1 NOTE 4) SEE MID -SPAN ANCHOR DETAIL TYP. (2) 13" MAX. O.C. 4" MAX. t 4" MAX. --- Rewricrer A Revels" e Hartskons CMNee By SEE MID -SPAN ANCHOR DETAIL TYP. (2) ANCHOR LOCATION TYP. 30" MAX. —DAYLIGHT -- OPENING 37" MAX. VENT TYP. MEETING RAIL DETAIL (SEE SHT. 1 NOTE 4) REVSE ANCHORAGE CHANCE SHEET NO. REFERENCES ADD HINGE LOCATON DETAILS Doe: ANCHOR LOCATION TYP. 134" MAX. WIDTH 53" MAX. DAYLIGHT — \OPENING 0 13" MAX O.C. 1 L ----1 60" MAX. FIXED ELEVATION "A" - 63" HIGH "XOX" (SEE SHEETS 6 -8 FOR PRESSURES) 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.J. BOX 1529 NOKOMIS, FL 34274 ® DENOTES HINGE LOCATION AT HEAD & SILL OF "X" PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 SEE MID -SPAN ANCHOR DETAIL T , TYP. (2) 13" MAX. O.C. Gir Visibly Better 4" MAX. L 4" MAX 30 MAX. —DAYLIGHT — OPENING Seneaal+ew. CA -740 56" MAX. DAYLIGHT OPENING NTS 63" MAX HEIGHT 74" MAX. WIDTH 30" MAX. DAYLIGHT — OPENING II X SEE METING RAIL - DETAIL TYP. (2) 14 1/2" MAX O.C. TYP. ELEVATION "B" - 63" HIGH "XX" (SEE SHEET 5 FOR PRESSURES) A, NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION / 1.. .. I 14 1/2" MAX. O.C. VENT HEAD & SILL ONLY 1 SEE MEETING RAIL DETAIL TYP. (4) MNlp/en: XX" & XOX" ELEVATIONS ALUMINUM CASEMENT WINDOW, IMPACT 3 a 12 Drain". 7045 -8 56" MAX. DAYLIGHT OPENING 63" MAX. HEIGHT PRODUCT REVISED es complying with the Florida Budding Coda Acceptance No / -0 •ll. E ' Doe Date By // 10% ' Klima ' ' 4de ►roduct CBe1N Dni - 740/0? Lucas A Turner. P.E. PE 058201 Mechanical SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 13" MAX. O.C. 4" MAX. 4" MAX. 32" IVAX. WIDTH 25" MAX. DAYLIGHT OPEJ ZING 141/2" MAX. O.C. ELEVATION "C" - 72 HIGH "X" (SEE SHEET 5 FOR PRESSURES) NOTE: 72" HEIGHT AVAILABLE WITH SINGLE VENT CONFIGURATION ONLY HINGE LOCATED APPROX. FLUSH AGAINST JAM, TYPICAL HEAD & SILL HINGE LOCATION DETAIL 14 1/2" MAX. O.C. VENT HEAD & SILL ONLY 65" MAX. DAYLIGHT OPEN ING SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 13" MAX. O.C. ® DENOTES HINGE LOCATION AT HEAD & SILL OF °X" PANELS, TYPICAL. SEE HNGE DETAIL SHT. 4 ti SEE MID -SPAN ANCHOR DETAL SHT. 3 TYP. (2) 72" MAK. 13" HEIGHT MAX. O.C. f 37" MAX. WIDTH 30" MAX. f — DAYLIGHT OPENING 4" MAX. 14 1/2" 4" MAX. MAX. Q.C. ELEVATION "D" - 63" HIGH "X" (SEE SHEET 5 FOR PRESSURES 30" MAX. 53" MAX. DAYLIGHT DAYLIGHT OPENING OPENING 4" MAX. L 97" MAX. WIDTH 56" MAX. DAYLIGHT OPENING 63" MAX. HEIGHT • 4" MAX — / 1-- . x-13" MAX. O.C. SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (4) 13" MAX. O.C. 4" MAX. 4" MAX. -J 56" MAX. DAYLIGHT OPENING 60" MAX. WIDTH 53" MAX. DAYLIGHT OPENING ELEVATION "E" -63" HIGH "0" (SEE SHEET 6 FOR PRESSURES) NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 63" MAX. HEIGHT SEE NG HT. 3 RAIL DETA S TYP. (2) 37" MAX. VENT 60" MAX. FIXED ELEVATION "F" - 63" HIGH "XO" & "OX" UNEQUAL LITE (SEE SHEETS 7 -6 FOR PRESSURES) 13" MAX. O.C. 63" MAX. HEIGHT PRODUCT RF.ViSED as complying with the Florid. Belding Code A.ccp.ance No 0 E. iration Bste By M:a uiv 56" MAX. DAYLIGHT OPENING I. , .aZ fliers I de Ptodtp CoeUBI' !si n Rend F.K Rend Sy F" K. Revel ay. F.K. Orson Bn F.K. Dam: 3/17/03 0e": 3/2'/03 7/10/03 Dale: 12/17/02 Revisions: A ReVaiaru: 8 ReMgM: C ohed.d Br. F.K. REVISE ANCHORAGE CHARGE SHEET NO. REFERENCES ADO HINGE DETAIL d HINGE LOCATION NOTES Dave. 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.D. BOX 1529 NOKOMIS, FL 34274 Visibly Heuer D.mo� "X", "O ; "XO" & OX° ELEVATIONS roc ALUMINUM CASEMENT WINDOW, IMPACT senawaer CA - 740 sar. I anra NTS 4 s 12 Onodete 7045-8 Raw. C Lucas A Tumer. P.E. PO458201 Mechanical COMPARATIVE ANALYSIS TABLE 1. (BASED ON 1/4" TAPCONS OR #14 SCREWS) GLAZING OPTIONS: A. 5116" LAMI (1/8 "A,.090,1 /8 "HS) B. 5)16" LAMI (1/8 "HS,.090,1/8" HEIGHT NEG -90.0 WIDTH 19.125 24.000 26.500 30.000 32.000 34.000 36.000 37.000 A B,E A B,E A B,E B,E A B,E A B,E A B,E A B,E 26.000 NEG -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 7C.0 70.0 7C.0 7C.0 7C.0 70.0 70.0 70.0 31.000 NEG -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 36.000 NEG POS -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 -90.0 -90.0 -90.0 -86.3 -90.0 -75.0 -75.0 -75.0 -75.0 -73.7 -75.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 38.375 NEG -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -87.4 -90.0 - 81.0 -90.0 -75.0 -75.0 -70.4 -75.0 -67.9 -75.0 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 67.9 70.0 43.000 1 48.000 NEG -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -77.6 -90.0 -71.1 -90.0 -65.5 -75.0 -60.4 -75.0 -59.0 -75.0 70.01 -68.4 POS NEG 70.0 -90.0 70.1 -90.0 70.1 -90.0 70.01 -90.0 X 70. l -83.6 70.0 1 -90.0 70.01 -90.0 70.01 -61.8 70.01 -90.0 6551 -57.5 70.01 -75.0 60.41 -54.3 70.01 -75.0 59.1 -52.8 70.01 -75.0 POS 70.0 70.0 70.0 70.0 70.0 70.0 68.4 70.0 61.8 70.0 57.5 70.0 54.3 70.0 52.8 70.0 50.625 -90.0 -90.0 -90.0 -79.9 -90.0 -63.9 -90.0 -58.9 -90.0 -54.9 -75.0 -51.1 -75.0 -49.9 -75.0 POS 70.0 70.0 70.0 70.0 70.0 70.0 63.9 70.0 58.9 70.0 54.9 70.0 51.1 70.0 49.9 70.0 "X" WINDOWS TEST REPORTS: FTL -3582 FTL -3587, FTL -3729 HS) E. 13/16" LAMI (1/8 "HS,3 /8" SPACE,5 /16" LAMI -W/ 1/8 "- IS,.090,1 /8 "HS) 54.000 NEG -90.0 - 90.0 -90.0 -90.0 -75.4 -90.0 -60.0 -90.0 -56.1 -90.0 -5' .8 -75.0 -47.9 -75.0 -46.4 -75.0 POS 70.0 70.0 70.0 70.0 70.0 70.0 60.0 70.0 56.1 70.0 51.8 70.0 47.9 70.0 46.4 70.0 57.000 I 60.000 NEG POS I NEG FOS 90.0 70.0 -90.0 -90.0 -90.0 -90.0 -72.4 -90.0 -58.5 -90.0 -53.8 -90.0 -48.6 -75.0 -44.8 -75.0 -43.5 -75.0 70.0 70.0 70.0 70.0 70.0 58.5 70.0 53.8 70.0 48.6 70.0 44.8 70.0 43.5 70.0 -90.0 -89.6 -90.0 -69.9 -90.0 -56.2 -90.0 -50.4 -90.0 -45.2 -75.0 -42.2 -75.0 -41.1 -75.0 70.0 70.0 70.0 70.0 69.9 70.0 56.2 70.0 50.4 70.0 45.2 70.0 42.2 70.0 41.1 70.0 63.000 NEG -90.0 - 90.0 -86.3 -90.0 -67.8 -90.0 -53.4 -90.0 - 47.7 -90.0 -42.4 -75.0 -39.7 - 75.0 -38.6 - 75.0 POS 70.0 70.0 70.0 70.0 67.8 70.0 53.4 70.0 47.7 70.0 42.4 70.0 39.7 70.0 38.6 70.0 66.000 NEG -90.0 -90.0 -84.2 -90.0 -66.2 -90.0 -51.3 -90.0 -45.6 -90.0 POS 70.0 70.0 70.0 70.0 66.2 70.0 51.3 70.0 45.6 70.0 69.000 NEG -90.0 - 90.0 - 83.2 -90.0 -65.0 -90.0 -49.8 -87.8 POS 70.0 70.0 70.0 70.0 65.0 70.0 49.8 70.0 43.9 70.0 72.000 NEG -90.0 -90.0 -81.7 -90.0 -63.7 -90.0 -48.3 -90.0 -42.2 -84.4 POS 70.0 70.0 70.0 70.0 63.7 70.0 48.3 -90.0 -43.9 70.0 42.2 70.0 TABLE 2.(BASED ON 114" TAPCONS OR #14 SCREWS) "X' WINDOWS TEST REPORTS: FTL -3580, FTL -3587 GLAZING OPTION: C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) ALL "X" SIZES UP TO 37.000" WIDE x 63.000" HIGH AND ALL "X" SIZES UP TO 32.000" WIDE x 72.000" HIGH -90.0 70.0 COMPARATIVE ANALYSIS TABLE 3.(BASED ON 1/4' TAPCONS OR #14 SCR S A 5/16" LAMI (1/8 "A,.090,1 /8 "FS) GLAZING OPTION: HEIGHT WIDTH 37.000 43.000 48.000 53.125 57.000 60.000 64.000 68.000 72.000 74.000 _ A A A A A A A A A A 26.000 NEG -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 POS 7C.0 70.0 7C.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 31.000 NEG -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 36.000 NEG -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -73.7 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 38.375 NEG -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -70.4 -67.9 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 67.9 43.000 48.000 NEG -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -71.1 -65.5 -60.4 -59.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 65.5 60.4 59.0 -75.0 -75.0 -75.0 - 75.0 -74.4 - 68.4 -61.8 -54.3 -52.8 POS 70.0 70.0 70.0 70.0 70.0 68.4 61.8 57.5 54.3 50 625 NEG -63.5 -58.9 -51.1 -49.9 POS 70.0 70.0 70.0 70.0 69.6 63.9 58.9 54.9 51.1 54.000 NEG -75.0 -75.0 -75.0 -75.0 -65.2 -60.0 -56.1 -51.8 - 46.4 POS 70.0 70.0 70.0 70.0 65.2 60.0 56.1 51.8 46.4 57.000 NEG - 75.0 -75.0 - 75.0 - 72.1 -63.0 -58.5 -53.8 -48.6 - 44.8 -43.5 TEST REPORTS: FTL-3582 POS 70.0 70.0 70.0 70.0 63.0 58.5 53.8 48.6 44.8 60.000 NEG -75.0 -75.0 -75.0 -69.5 -56.2 -50.4 -45.2 -42.2 -41.1 POS 70.0 70.0 70.0 69.5 60.8 56.2 50.4 45.2 42.2 41.1 63.000 NEG -75.0 -75.0 -75.0 -67.5 -58.0 -53.4 -47.7 -42.4 -39.7 -38.6 POS 70.0 70.0 70.0 67.5 58.0 53.4 47.7 42.4 39.7 38.6 TABLE 4. BASED ON 1/4" TAPCMS OR #14 SCREWS "XX" WINDOWS TABLE 5.(BASED ON 1/4" TAPCCNS OR #14 SCREWS) "XX" WINDOWS TEST REPORT: FTL-3580 ALL "XX" SIZES UP TO 74.000" WIDE x 63.000" HIGH 1-90.01 70.0 TEST REPORTS: FTL-3582 FTL 3729 NOTE: IF USING 3/16" TAPCONS OR #12 SCREWS DESIGN PRESSURE FOR ")0(" VVINDOWS IS LIMITED TO 46.7 P.S.F PRODUCT REVISED as comp/ying witb the Florid" Balding Code By Di Product Coo Rend Br F.K. RemmIt Sr F.K. keno Bp F.K. F.K. Mohr 3/17/03 New REVISE TABLES 1 AND 3, GLASS 7YPE A A Vwcard Br NO CHANGE THIS SHEE7 1070 TECHNOLOGY ORNE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Viribly Better Thu ALUMINUM CASEMENT WINDOW, IMPACT NTS Shoat 704 5-8 Lucas k Tumor, P.E. PE #58201 COMPARATIVE ANALYSIS TABLE 6. (BASED ON 1 /4 "TAPCONS OR #14 SCREWS) "0" & "1/4- 1.2 -1/4 XOX" WINDOWS TEST REPORTS: FTL -3582 GLAZING OPTIONS: A.5/16" LAMI (1/8 "A,.090,1 /8 "HS; B. 5/16" LAMI (1/8 "HS,.090,1 /8 "HS) C. 7/16' LAMI (3/16 "A,.090,3 /16"HS) I FTL -3582 E. 13/16" LAMI (1/8 "HS,3/8" SPACE5/16" LAMI -W/ 1/8 "HS,.090,1 /8 "HS) FTL -3729 EIGHT "O" "XOX" WIDTH WIDTH 36.000 37.000 39.500 42.000 45.000 48.000 50.500 53.125 54.000 55.500 57.000 58.500 60.000 72.000 74.000 79.000 84.000 90.000 96.000 101.000 106.375 108.000 111.000 114.000 117.000 120.000 A B,E C A B,E C A B,E C A B,E C A B,E C A B,E C A B,E C A B,E C A B,E C A B,E C A B,E C A B,E C A BE C 26.000 NEG - -75.0 -90.0 -75.0 - 75.0 -90.0 - - -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -74.2 -75.0 -90.0 -72.9 -75.0 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 31.000 NEG -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -70.3 -75.0 -90.0 -65.0 -75.0 -90.0 -60.8 -75.0 -90.0 -58.7 -75.0 -90.0 -58.2 -75.0 -90.0 -57.1 -75.0 -90.0 -56.2 -75.0 -90.0 -55.0 -75.0 -90.0 -53.4 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 65.0 70.0 70.0 60.8 70.0 70.0 58.7 70.0 70.0 58.2 70.0 70.0 57.1 70.0 70.0 56.2 70.0 70.0 55.0 70.0 70.0 53.4 -75.0 70.0 36.000 NEG -75.0 -75.0 -90.0 -73.7 -75.0 -90.0 -67.8 -75.0 -90.0 -62.4 -75.0 -90.0 -58.0 -75.0 -90.0 -54.3 -75.0 -90.0 -51.3 -75.0 -90.0 -48.7 -75.0 -90.0 -47.9 -75.0 -90.0 -46.4 -75.0 -90.0 -44.8 -75.0 -90.0 -43.4 -75.0 -90.0 -42.2 -75.0 -90.0 70.0 1 -90.0 70.0 1 -90.0 POS 70.0 70.0 70.0 70.0 70.0 70.0 67.8 70.0 70.0 62.4 70.0 70.0 58.0 70.0 70.0 54.3 70.0 70.0 51.3 70.0 70.0 48.7 70.0 70.0 47.9 70.0 70.0 46.4 70.0 70.0 44.8 70.0 70.0 43.4 70.0 70.0 42.2 38.375 NEG -70.4 -75.0 -90.0 -67.9 -75.0 -90.0 -62.1 -75.0 -90.0 -58.4 -75.0 -90.0 -54.5 -75.0 -90.0 -51.1 -75.0 -90.0 -48.3 -75.0 -90.0 -45.4 -75.0 -90.0 -44.5 -75.0 -90.0 -43.3 -75.0 -90.0 -42.1 -75.0 -90.0 -40.9 -75.0 -90.0 -39.? 70.0 -75.0 70.01 -90.0 POS 70.0 70.0 70.0 67.9 70.0 70.0 62.1 70.0 70.0 58.4 70.0 70.0 54.6 70.0 70.0 51.1 70.0 70.0 48.3 70.0 70.0 45.4 70.0 70.0 44.5 70.0 70.0 43.3 70.0 70.0 42.1 70.0 70.0 40.9 70.0 70.0 39.7 70.0 70.0 _ 43.000 NEG -60.4 -75.0 -90.0 -59.0 -75.0 -90.0 -55.7 -90.0 -63.3 -75.0 -90.0 -59.3 -75.0 -90.0 -55.1 -75.0 -90.0 -52.7 -75.0 -90.0 -50.0 -75.0 -88.6 - -75.0 -86.9 - -75.0 -84.3 -46.2 -75.0 -81.8 - -75.0 -79.4 -43.5 -75.0 -77.1 POS 60.4 70.0 70.0 59.0 70.0 70.0 55.7 70.0 70.0 63.3 70.0 70.0 59.3 70.0 70.0 55.1 70.0 70.0 52.7 70.0 70.0 50.0 70.0 70.0 49.1 70.0 70.0 47.5 70.0 70.0 46.2 70.0 70.0 44.8 70.0 70.0 43.5 70.0 70.0 48.000 NEG -54.3 -75.0 -90.0 -52.8 -75.0 -90.0 -49.8 -75.0 -75.0 -90.0 -56.4 -75.0 -90.0 -53.6 -75.0 -90.0 -51.4 -75.0 -86.0 -48.7 -75.0 -81.2 -46.1 -75.0 -76.4 -45.3 -75.0 -75.0 -43.9 -75.0 -72.5 -42.5 -70.7 -41.3 -75.0 -69.0 -40.4 -75.0 -67.3 POS 54.3 528 7a 0 49.8 700 700 70.0 51.4 70.0 70.0 70.0 46.1 70.0 70 0 45.3 70.0 70.0 43.9 70 0 70 0 42 5 70 0 70 0 41 3 700 69 0 40 4 70 0 67 3 50.625 NEG -51.1 -75.0 -90.0 -49.9 -75.0 -90.0 -46.9 -75.0 -90.0 -53.4 -75.0 -90.0 -50.9 -75.0 -88.2 -48.6 -75.0 -80.9 -46.9 -75.0 -75.7 -44.2 -75.0 -71.1 -43.4 -75.0 -70.1 -42.2 -75.0 -68.4 -41.2 -75.0 -66.7 -40.2 -75.0 -64.9 -39.2 -75.0 -63.3 POS 51.1 70.0 70.0 49.9 70.0 70.0 46.9 70.0 70.0 53.4 70.0 70.0 50.9 70.0 70.0 48.6 70.0 70.0 46.9 70.0 70.0 44.2 70.0 70.0 43.4 70.0 70.0 42.2 70.0 68.4 41.2 70.0 56.7 40.2 70.0 94.9 39.2 70.0 54.000 NEG -47.9 -75.0 -90.0 -46.4 -75.0 -90.0 -43.6 -75.0 -90.0 -50.0 -75.0 -90.0 -47.5 -75.0 -81.8 -45.3 -75.0 -75.0 -43.5 -75.0 -70.3 -42.2 -75.0 -66.5 -41.9 -75.0 -65.4 -40.8 -75.0 -63.6 -39.8 -75.0 -61.8 -38.7 -75.0 -60.4 -37.6 -75.0 -59.1 POS 47.9 70.0 70.0 46.4 70.0 70.0 43.6 70.0 70.0 50.0 70.0 70.0 47.5 70.0 70.0 45.3 70.0 70.0 43.5 70.0 70.0 42.2 70.0 66.5 41.9 70.0 65.4 40.8 70.0 63.6 39.8 70.0 61.8 38.7 70.0 60.4 37.6 70.0 59.1 57.000 NEG -44.8 -75.0 -90.0 -43.5 -75.0 -90.0 -41.1 -75.0 -90.0 -46.9 -75.0 -84.5 -44.7 -75.0 -76.9 -42.5 -75.0 -70.7 -41.3 -75.0 -66.8 -40.1 -75.0 -63.0 -39.8 -75.0 -61.8 -39.1 -75.0 -60.1 -38.5 -75.0 -58.7 -37.6 -75.0 -57.3 -36.7 -73.3 -55.9 POS 44.8 70.0 70.0 43.5 70.0 70.0 41.1 70.0 70.0 46.9 70.0 70.0 44.7 70.0 70.0 42.5 70.0 70.0 41.3 70.0 66.8 40.1 70.0 63.0 39.8 70.0 61.8 39.1 70.0 60.1 38.5 70.0 58.7 37.6 70.0 57.3 36.7 70.0 55.9 60.000 NEG -42.2 -75.0 -90.0 -41.1 -75.0 -90.0 -38.6 -75.0 -87.4 -44.3 -75.0 -79.7 -42.1 -75.0 -72.4 -40.4 -75.0 -67.3 -39.2 -75.0 -63.5 -38.0 -75.0 -60.0 -37.6 -75.0 -59.1 -37.2 -74.3 -57.5 -36.7 -73.3 -55.9 -36.1 -72.2 -54.5 -35.5 -71.0 -53.0 POS 42.2 700 70.0 41.1 700 70.0 70.0 44.3 70.0 70.0 421 70.0 70.0 40.4 70.0 67.3 39.2 70.0 63.5 38.0 70.0 37 6 70 0 59 1 37 2 70 0 57 5 36 7 70 0 55.9 36.1 70.0 54.5 35.5 70.0 63.000 NEG -39.7 -75.0 -90.0 -75.0 -90.0 -36.5 -75.0 -83.2 -41.9 -75.0 -75.6 -39.7 -75.0 -69.2 -38.4 -75.0 -64.1 -37.1 -74.3 -60.5 -36.2 -72.4 -57.3 -35.9 -71.8 -56.4 -35.4 -70.8 -54.8 -34.8 -69.6 -53.2 -34.2 -68.4 -51.6 -33.7 -67.4 -50.0 POS 39.7 70.0 70.0 38.6 70.0 70.0 36.5 70.0 70.0 41.9 70.0 70.0 39.7 70.0 69.2 38.4 70.0 64.1 37.1 70.0 60.5 36.2 70.0 57.3 35.9 70.0 56.4 35.4 70.0 54.8 34.8 69.6 53.2 34.2 68.4 51.6 33.7 67.4 50.0 TABLE 7.(BASED ON 1 /4" TAPCONS OR #14 SCREWS) TEST REPORT: FTL-3580 ALL "0' SIZES UP TO 60.000" WIDE x 63.000" HIGH AND ALL "XOX" SIZES UP TO 120.000" WIDE x 63.000" HIGH 1-90.01 70.0 1 4 1 2 4 0 NOTE: IF USING 3/16" TAPCONS OR 012 SCREWS DESIGN PRESSURE FOR "0" WINDOWS IS LIMITED TO 52.1 P.S.F. DESIGN PRESSURE FOR "XOX" WINDOWS IS LIMITED TO 41.3 P.S.F. PRODUCT REVISED 2.% torn pl5iag with the Florida Codc iralica Wit Rend By F.K. Rattsd Rona Br Drawn Br F.K. Bahr 12/17/02 Rovitiens A koveskner NO CHANGE THIS SHEET 1070 TECHNOLOGY DRIVE NOIOMIS. FL 34275 Pa BOX 1529 NOKOMIS. FL 34274 c; " Visibly Better ALUMINUM CASEMENT WINDOW, IMPACT NTS Shoe 1Dranolng COMPARATIVE ANALYSIS TABLE 8. (BASED ON 1/4" TAPCONS OR #14 SCREWS) "XO" OR "0X" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORT: FTL -3582 GLAZING OPTION: A. 5/16" LAMI 1/8 "A,.090,1 /8 "HS) "XO" WIDTH "XOX" WIDTH EIGHT 26.000 31.000 36.300 38.375 43.000 48.000 50.625 54.000 57.000 60.000 63.000 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 37.000 55.500 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.3 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 48.000 72.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 49.333 74.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.3 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 53.125 79.688 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 •75.0 70.0 -75.0 70.0 -75.0 70.0 -75.3 70.0 -72.1 70.0 -69.5 69.5 -67.5 67.5 56.000 84.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.9 70.0 -67.7 67.7 - 64.9 64.9 -62.7 627 -60.4 60.4 60.000 90.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -68.4 68.4 -63.9 63.9 -60.3 60.0 - 58.5 58.5 -56.2 56.2 -53.4 53.4 64.000 96.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.1 70.0 -61.8 61.8 -58.9 58.9 -56.1 56.1 -53.8 53.8 -50.4 50.4 -47.7 47.7 67.333 101.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 56.4 66.4 -58.2 58.2 -55.6 55.6 -52.5 52.6 -49.4 49.4 -45.9 45.9 -43.1 43.1 70.917 106.375 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.8 70.0 .61.8 61.8 -55.1 55.1 -51.9 51.9 -48.3 48.9 -45.8 45.8 -42.8 428 -40.3 40.3 72.000 108.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 .60.4 60.4 -54.3 5 -51.1 51.1 -47.) 47.9 -44.8 44.8 -42.2 42.2 -39.7 39.7 74.000 111.000 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 67.9 -59.0 59.0 -52.8 52.8 -49.9 49.9 - 46.4 46.4 -43.5 43.5 -41.1 411 -38.6 38.6 TABLE 9. (BASED ON 1/4" TAPCONS OR #14 SCREWS) "XO" or "OX" & "1/3-1/3-1/3 XOX" WINDOWS REPORTS: FTL-3582, FTL-3729 GLAZING OPTIONS: B. 5/16" LAMI (1 /8 "HS,.090,1 /8 "HS) E. 13/16" LAMI (1/8 "HS,3i8" SPACE,5 /16" LAMA -W/ 1/8 "HS,.090,1 /8 "HS) ALL "XO' OR "OX' SIZES UP TO 74.000" WIDE x 63.000" HIGH AND ALL "1/3- 1/3 -1 /3 XOX" SIZES UP TO 111.000" WIDE x 63.000" HIGH 1 -75.0 1 70.0 TABLE 10. (BASED ON 1`4" TAPCONS OR #14 SCREWS) "XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOV /S TEST REPORT: FTL -3580 GLAZING OPTION: C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) ALL "XO' OR "OX" SIZES UP TO 74.000" WIDE x 63.000" HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111.000" WIDE x 63000" HIGH 1 -90.0 1 70.0 NOTE: IF USING 3/16" TAPCONS OR #12 SCREWS DESIGN PRESSURE FOR "XO" OR "OX° AND "XOX" WINDOWS IS LIMITED TO 41.3 P.S.F. X 1 3 0 1 3 X X 0 0 X PRODUCT REVISED as c DPI plying with the Florida Ifaidi7; Code Acceptcace To E nllon Dice By P4utm de i"roduct C Dn' `7 //o /o Read Br. FX. Ras" by F.K. RENSE TABLE 8, GLASS TYPEA ADO GLASS TYPE c TO TABLE 9 Rara4 Br. F.K. Ors"* By: F.K. Dab: 3/17/03 Dab: 325/03 7/10/03 oars• 12/17/02 ReMSio"S' A Re"swns: 8 c Lacked Br: NO CHANGE THIS SHEET am: 1070 T DRIVE NOIC7MIS, FL 34275 PD. BOX 1329 NOKJMIS, FL 34274 Visibly Better PRESSURES- XO, OX, & 1/3-1/3-1/3 XOX WINDOWS rm,. ALUMINUM CASEMENT WINDOW, IMPACT Ssa."ac",r CA -740 sar NTS 7 a 12 aa"aq N° 7045 -8 Luc= P Tuner, P.E. PE 058201 Methafical COMPARATIVE ANALYSIS TABLE 11. (BASED ON '/4" TAPCONS OR 414 SCREWS) "XO" or "OX" & "XOX" UNEQUAL LITE WINDOWS TEST REPORTS: FTL -3580 GLAZING OPTIONS: A. 5116" LAMI (1/8"A,.090,1/8" FMS) B. 5/16" LAMI (178 "FfS,.090,1 /8 "HS) C. 7/16' LAMI (3/16 "A,.090,3 /16 "HS) I FTL -3582 E. 13/16" LAMI (1 /8 "HS,3 /8" SPACE 5/16" LAMI -W/ 1/8 "HS,.090 /8 "HS) FTL -3729 I - E IGH "XOX" VENT FIXED WIDTH WIDTH WIDTH 69.264 86.919 95.973 108.649 115.892 122.000 123.135 126.000 130.000 130.378 134.000 19.125 24.000 26.500 30.000 32.000 33.687 34.000 34.791 35.896 36.000 37.000 31.014 38.919 42.973 48.649 51.892 54.627 55.135 56.418 58.209 58.378 60.000 A B,E C A B,E C A B,E C A B,E C A B,E C A B,E C A B, E A B,E C A B,E C A B,E C A B,E C 26.000 36.000 NEG -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -74.4 -75.0 -90.0 -74.3 -75.0 -90.0 -72.9 -75.0 -90.0 70.0 -90.0 POS NEG 70.0 -75.0 70.0 -75.0 70.0 -90.0 70.0 -69.1 70.0 -75.0 70.0 -60.5 70.0 -75.0 70.0 -90.0 70.0 -53.5 70.0 -75.0 70.0 -90.0 70.0 70.0 70.0 70.0 70.0 70.0 -90.0 70.01 -46.8 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 -49.9 -75.0 -90.0 -47.3 -75.0 -75.0 -90.0 -45.5 -75.0 -90.0 -43.6 -75.0 -90.0 -43.5 -75.0 -90.0 -42.2 -75.0 -90.0 POS 70.0 70.0 70.0 69.1 70.0 70.0 60.5 70.0 70.0 53.5 70.0 70.0 49.9 70.0 70.0 47.3 70.0 70.0 46.8 70.0 70.0 45.5 70.0 70.0 43.6 70.0 70.0 43.5 70.0 70.0 42.2 70.0 70.0 38.375 NEG -75.0 -75.0 -90.0 -63.4 -75.0 -90.0 -57.2 -75.0 -90.0 -50.4 -75.0 -90.0 -46.8 -75.0 -90.0 -44.0 -75.0 -90.0 -43.6 -75.0 -90.0 -42.6 -75.0 -90.0 -41.2 -75.0 -90.0 -41.0 -75.0 -90.0 -39.7 -75.0 -90.0 POS 70.0 70.0 70.0 63.4 70.0 70.0 57.2 70.0 70.0 50.4 70.0 70.0, 46.8 70.0 70.0 44.0 70.0 70.0 43.6 70.0 70.0 42.6 70.0 70.0 41.2 70.0 70.0 41.0 70.0 70.0 39.7 70.0 70.0 43.000 NEG POS -75.0 70.0 - 74.1 70.0 - 90.0 70.0 -56.5 56.5 -75.0 70.0 -9C.0 -62.1 -75.0 - 90.0 -54.5 -75.0 -90.0 -51.3 -75.0 - 90.0 - 48.4 -75.0 -85.8 -47.9 -75.0 -85.0 -46.7 -75.0 -62.8 -45.1 -75.0 -79.9 -45.0 -75.0 -79.6 -43.5 -75.0 -77.1 70.0 62.1 70.0 70.0 54.5 70.0 70.0 51.3 70.0 70.0 48.4 70.0 70.0 47.9 70.0 70.0 46.7 70.0 70.0 45.1 70.0 70.0 45.0 70.0 70.0 43.5 70.0 70.0 48.000 NEG -64.9 -75.0 -90.0 -50.4 -75.0 -90.0 -55.2 -75.0 -90.0 -50.7 -75.0 -84.7 -47.4 -75.0 -78.6 -44.7 -75.0 -74.0 -44.3 -75.0 -73.1 -43.1 - 75.0 - 71.3 -41.5 -75.0 -69.3 -41.4 -75.0 -69.1 -40.4 -75.0 -67.3 POS 64.9 70.0 70.0 50.4 70.0 70.0 55.2 70.0 70.0 50.7 70.0 70.0 47.4 70.0 70.0 44.7 70.0 70.0 44.3 70.0 70.0 43.1 70.0 70.0 4t5 70.0 69.3 41.4 70.0 69.1 40.4 70.0 67.3 50.625 NEG -60.6 -75.0 -90.0 -47.5 -75.0 -90.0 -52.6 -75.0 -90.0 -48.2 -75.0 -79.5 -45.5 -75.0 -73.2 -42.8 -75.0 -69.4 -42.4 -75.0 -68.8 -41.6 -75.0 -67.3 -40.4 -75.0 -65.3 -40.3 -75.0 -65.1 -39.2 -75.0 -63.3 POS 60.6 70.0 70.0 47.5 70.0 70.0 52.6 70.0 70.0 48.2 70.0 70.0 45.5 70.0 70.0 42.8 70.0 69.4 42.4 70.0 68.8 41.6 70.0 67.3 40.4 70.0 65.3 40.3 70.0 65.1 39.2 70.0 63.3 54.000 NEG -58.1 -75 0 -90 0 -441 -75 0 -90 0 -491 -75 0 -87 0 -44.9 -75 0 -73.6 -42.7 - 75.0 -68.3 - 41.4 -75.0 -64.7 - 41.1 -75.0 -64.1 -40.2 -75.0 -62.5 -38.9 -75.0 -60.6 -38.8 -75.0 -60.5 -37.7 -75.0 POS 58.1 70.0 70.0 44.1 70.0 70.0 49.1 70.0 70.0 44.9 70.0 42.7 70.0 68.3 41.4 70.0 70.0 64.1 40.2 70.0 62.5 38.9 70.0 60.6 70.0 60.5 37.7 70.0 59.1 57.000 NEG - 56.1 -75.0 -90.0 -41.6 -75.0 -90.0 -46.2 -75.0 -81.9 -42.0 -75.0 - 69.7 -40.7 -75.0 - 64.8 -39.5 -75.0 64.7 41.1 -61.0 -39.3 -75.0 -60.5 -38.7 -75.0 -59.2 -37.7 -75.0 -37.6 -75.0 -57.4 -367 -73.3 -55.9 POS 56.1 70.0 70.0 41.6 70.0 70.0 46.2 70.0 42.0 70.0 69.7 40.7 70.0 39.5 70.0 61.0 39.3 70.0 60.5 38.7 70.0 59.2 37.7 70.0 37.6 70.0 57.4 36.7 70.0 55.9 NEG -53.3 -75.0 -90.0 -39.2 -75.0 -89.4 -43.6 -75.0 -77.2 -40.1 -75.0 -66.3 -38.6 -75.0 -61.4 -37.5 -74.9 -58.4 -37.3 -74.6 -57.9 -36.9 -73.7 -56.5 -36.2 -72.4 -54.7 -36.1 -72.3 -54.6 -35.5 -71.0 POS 53.3 70.0 70.0 70.0 43.6 70.0 70.0 40.1 70.0 63.3 33.6 70.0 61.4 37.5 53.4 37.3 57.9 35.9 7).0 70.0 54.7 70.0 54.6 35.5 70.0 53.0 63.000 NEG -50.5 -75.0 -90.0 -36.9 -73.8 -85.2 -41.1 -75.0 -38.0 -75.0 -63.1 -36.6 -73.2 -58.8 -35.7 -71.4 -71.0 -55.2 -35.0 -70.1 -53.8 -68.6 -51.9 -34.3 -68.5 -33.7 -67.4 -50.0 POS 50.5 70.0 70.0 36.9 70.0 41.1 70.0 70.0 70.0 63.1 36.6 70.0 58.8 35.7 70.0 55.7 35.5 70.0 55.2 35.0 70.0 53.8 34 3 68.6 51.9 34.3 68.5 51.7 33.7 67.4 50.0 °X0" & "Or WINDOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE FIXED WIDTH. TABLE 12. (BASED ON 1/4" TAPCONS OR #14 SCREWS) TEST REPORT: FTL-3580 ALL "XOX" SIZES UP TO 134.000" WIDE x 63.000" HIGH WITH 37.000" MAX. VENT WIDTH AND 60.000" MAX. FIXED WIDTH AND I ALL "XO" or"OX" SIZES UP TO 97.000" WIDE x 63.000" HIGF- WITH 37.000" MAX. VENT WIDTH AND 60.000" MAX. FIXED WIDTH 70.0 NOTE: IF USING 3/16" TAPCONS OR #12 SCREWS DESIGN PRESSURE FOR "XO" OR ..or. AND "XOX° WINDCWS IS LIM TED TO 41.3 P.S.F. UNEQUAL LJTES UNEQUAL LJTES UNEQUAL UTES PRODUCT REVISED Cuk ACC:K2:WC No RT Dade Product ore Royal Br F.K Road Or Ommer F.K. 3/17/03 7/10/03 A Rmascnr Gnadad By REVISE TABLE 11, GLASS TYPES A C ADD GLASS TYPE E TO TABLE 11 NO T.HANGE THIS SHEET thwa 1070 TECHNOLOGY DRIVE N01 FL 34275 PO SOX 1529 NO143141S. Fl. 34274 Visibly Better PRESSURES- UNEQUAL CONFIG. X0, OX & XOX ALUMINUM CASEMENT WINDOW, IMPACT SeredArKie NTS 8 12 Croonona 7045-8 Ave PE #58201 Mechanial 744) 3 MAX. HEIGHT (SEE SHTS. 3 & 4) VERTICAL SECTION OPERABLE UNIT MAX. DAYLIGHT OPENING FIXED & OPERABLE VENT (SEE SHTS. 3 & 4) 80 VERTICAL SECTION FIXED UNIT REFERENCE "XO" & "XOX" FRAME (67 ASSEMBLY DETAIL, SHEET 10 ASSEMBLY DETAIL, SHEET 10 MAX. FIXED LITE DAYLIGHT OPENING (SEE SHT. 3) MAX. WIDTH (SEE SHT. 3) HCRIZONTAL SECTION - XOX MAX. VENT DAYLIGHT OPENING (SEE SHT. 3) MAX. VENT DAYLIGHT OPENING 1 (SEE SHT. 4) MAX. WIDTH (SEE SHT. 4) HORIZONTAL SECTION - X 67 MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION - XX REFERENCE "XO" & 'XOX" FRAME REFERENCE "XX FRAME ASSEMBLY DETAIL, SHEET 10 PRODUCT REVISED as complying with the Fierily' Raiding Code Acceptance No Ex • ration Date O- 74o % Rena By: F.K. was ay. F.K. Head By FX. Drawn By F.K. Date: 3/17/03 Dale 3/25/13 Mew 7/10/03 m., 12/17/02 A C Checked By. NO CHG THIS SHEET ADD 13/16' l.G. GLAZING BEAD ITEM SHOW TOP HINGE Doti: 1070 TE:HNOLOGY DRIVE NOIOMIS, FL 34275 P.3. BOX 1529 NOKOMIS. FL 34274 F'_gc;,_11r Visibly Belzer Cesceedeet SECTIONS Tqr ALUMINUM CASEMENT WINDOW, IMPACT ae.aneuor CA-740 NTS sneer: p+r 9 e' 12 7045 -8 tem C Lucas A Turner. P.E. PE95B201 Mechanical FRAME ASSEMBLY TUBE, MATL: 6063 -T6 "X" FRAME JAMB "XX" FRAME ASSEMBLY DETAIL FRAME ASSEMBLY TUBE, MAT'L: 6063 -T6 "X" FRAME JAMB "X0" & "XOX" FRAME ASSEMBLY DETAIL FRAME HEAD OR SILL 48x1 QUAD PH SMS (2) PER CORNER #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3" APART AT MID -SPAN "X" FRAME JAMB #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3" APART AT MID -SPAN "0" FRAME JAMB MAIN FRAME ASSEMBLY DETAIL NOTE: ALL ALUMINUM SHALL BE OF 6063 -T6 #8x1 QUAD PH SMS (2) PER CORNER SASH FRAME SIDE RAIL SASH FRAME ASSEMBLY DETAIL SASH FRAME TOP OR BOTTOM RAIL . LN1.,JI � 2.854" 062" NOM. 1 2.139 " -- ()ASH FRAME HEAD, SILL, JAMB MAT'L: 6063 -T6 DWG# 7003A 3.544" .062" NOM. 2.784° 0 FIXED FRAME HEAD, SILL, JAMB MAIL: 6063 -T6 DWG# 7005A .062" NOM. L 2.784" FRAME HEAD, SILL, JAMB MAT'L: 6063 -T6 DWG# 7002A -7 /G' / 3 2.919" PRODUCT REVISED as complying pilb Die Morita Duiding Cod: Acaplance So Ex /radon Dale Rand Br. F.K. Rar44 By F.K. Read 8y. F.K. 01.., ay F.K. Dole 3/17/03 Data: 3,25/03 aro 7/10/03 Dade: 12/17/02 Barbing A Barden B Rrvtrtons awed Br REVSEO FRAME ASS'Y DETAIL SCREW SPACIKG NO CHANGE THIS SHEET NO CHANGE THIS SHEET Data. 1070 TOHNOLOGY DRIVE NOKJM1S, FL 34275 P.J. BOX 1529 NOKOMIS, FL 34274 Visibly Better EXTRUSIONS & ASSEMBLY DETAILS ra ALUMINUM CASEMENT WINDOW, IMPACT saroan"deer. CA -740 NTS x1 0 r 13 Oarrolng No 7045 -8 I C. Lucas &Tomer. P.E. PE 158201 Mc,ianial PARTS LIST ITEM 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 30 31 32 33 40 41 43 44 45 46 50 51 52 53 54 55 67 68 69 70 71 72 DWG 11 7002A 1155 7008 7003A 1155 7017 7009 7024 7026 7014 1157 7013 7015 7028 7027 7030 7031 7032 7033 7022 7023 7036 7042 1224 1634 7006 7040 1635 331 7004A 7011 7012 7019 7018 PGT. # 781 PQA 781PQA 67017K 78X78PPSMS 7858ZA :12" HINGE (HEAVY DULY) 710x12FP #10 X .500 PH. PHL. 5/16" LAMINATED (1/8A Sc 1 /8HS GLASS) .090 INNER LAYER - SOLUTIA OR DUPONT PVB 5/16" LAMINATED (t /8HS & 1/8HS GLASS) .090 INNER LAYER - SOLUTIA OR DUPONT PVB 6'1P247 6163K 61635K 60976 78s12PSTWB 67004 7I2X IPPT 711573 7FLDHD DESCRIPTION MAIN FRAME - HEAD, SI,I. & JAMBS #8 X 1 QUAD PH SMS FRAME CORNER KEY 1/2 "X1/2 "X1/8" CLOSED -CELL FOAM TAPE SASH - TOP, BOTTOM &SIDE RAILS #8 X 1 QUAD PH SMS BULB WEATHERSTRIP .187X.240 SASH CORNER KEY MAXIM MULTI -POINT LOCK LOCK SUPPORT PLATE #10-24 X .562 PH. PN. TY?E F MULTI -LOCK KEEPER (F.H. & L.H.) #8 X .875 PH. PN. SMS TIE BAR GUIDE TIE BAR ASSEMBLY MAXIM DYAD OPERATOR MAXIM DUAL ARM OPERATOR OPERATOR GASKET BACKING PLATE #8 -32 X .375 PH. PN. TY1E B STUD BRACKET (L.H. 118 X 5/8" FLT. PHI, SMS :OPERATOR TRACK & SLIDER (DUAL ARM) :SNAP -ON HANDLE 7/16" LAMINATED (3/16A & 3 /16HS GLASS) .090 INNER LAYER - SOLUTIA OR DUPONT PV B 7/16" LAMINATED (3 /16ES & 3 /I6HS GLASS) .090 INNER LAYER - SOLUTIA OR DUPONT PVB GLAZING DEAD (5/16 ") GLAZING BEAD (7/16 ") VINYL BULB WSTP (THICK) SILICONE - DOW CORNING 899 OR 995 PARABOND SETTING BLOCK SCREEN FRAME SCREEN CORNER KEY SCREEN CLOTH SCREEN SPLINE • SERRATED CASEMENT SCREEN CLIP 48 X .500 SQ. PN. TEK SMS CASEMENT FRAME ASSY. TUBE 412 X I" PH. PHIL. TEK. LOCK SUPPORT PLATE LOCK SPACER SNAP -ON T- HANDLE KNOB FOLDING HANDLE ITEM 73 74 75 80 81 82 83 85 86 DWG # 7025 7016 7005A 1155 7010 7007 7047 PGT. # 70834A 781 PQA 67407 13/16" DESCRIPTION MAXIM SINGLE LOCK SINGLE LOCK KEEPER 118 X .750 QUAD P11 SMS P0010 WINDOW FLAME -HEAD, SILL & JAMBS #8 X 1 QUAD PN SMS FDOD FRAME COINER KEY INSTALLATION HOLE COVER GLAZING BEAD (13/16" I.G.) LG. GLASS (1/8 "HS,3 /8 "AIR SPACE.5/16"LAMI) 5/16" LAMI (2 LITES OF 1 /8 "HS GLASS WITH AN .090 INNER LAYER - SOLUTIA OR DUPONT PVB .706" L .865" .050" 5/16° GLAZING BEAD MAT'L: 6063 -T6 DWG# 7036 .523" ( r _ 1 .350" I I .865" ®7/16" GLAZING BEAD MArL: 6063 -T6 DWG# 7042 .040" -- 1.000" .423" - 50� CASEMENT SCREEN FRAME MAIL: 6063 -T6 DWG# 7006 --j f-- .172° .870" .050" .569" 0 13/16" GLAZING BEAD N AT'L: 6063 -T6 DWG# 7047 .125" - 1.124' .062" .093" J °CASEMENT FRAME ASSEMBLY TUBE MATL: 6063 -T6 DWG# 7004A 993" 289" .040" INSTALLATION HOLE COVER MAT'L: 6063 -T6 DWG# 7007 2.701" PRODUCIRF.VISED as camplyirg with the Fbrida B alding Code Acc pt:mt.No E - ration Date By Miami Divisi . y L�CLi' r ; Prodigal 74) 3 Rend By.. F.K. Rend °y: F.K. Rend By. F.K. Onwi Bic F.K. 3/17/03 Daa: 3/25/73 Dabs. 7/10/03 Oslo: 12/17/02 Revalcar B Re■e1a°' Caad:ed By NO CHG THIS SHEET ADD 13/16" I.G. GLASS & GLAZING BEAD NO CHANGE THIS SHEET 1070 TE NOIO.MIIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 PST Visibly Better Detoplbry PARTS LIST & EXTRUSIONS ALUMINUM CASEMENT WINDOW, IMPACT Saeva°ar CA -740 seat NTS Sawa 11 ar 12 mwrm w 7045 -8 LL.ces A. Turner, P.E. PE Y58201 Mechanical APPROVED WOOD BUCK 1 1/2" OR MORE THICK (SEE NOTE 2) 1/4" MAX. SHIM r #12 OR #14 SCREWS 1/4" MAX. SHIM 3/16" OR 1/4" TAPCON (SEE NOTE 1 NOTES: • 1 1/2" MIN. EMBEDMENT OPERABLE UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK BELOW AND SHEET 1, NOTE 4) APPROVED WOOD BUCK LESS THAN 1 1!2" THICK (SEE NOTE 3) 1/4" MAX. SHIM 3/16" OR 1/4" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) _11 1/4" MIN. EMBEDMENT OPERABLE UNIT FRAME TO CONCRETE 1 1/4" MIN. EMBEDMENT OPERABLE UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK 1/4" MAX. SHIM 3i16" OR 14" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) 1. USE ONLY MIAMI -DADE COUNTY APPROVED ELCO OR iTW TAPCONS. 2. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS 1 1/2" OR MORE THICK TO BE ENGINEERED BY OTHERS AND TO BE REVIEWED BY BUILDING OFFICIAL. 3. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS LESS THAN 1 1/2" THICK TO BE ENGINEERED BY OTHERS. APPROVED WOOD BUCK 1 12" OR MORE THICK (SEE NOTE 2) #12 OR #14 SCREWS 1 1/2" 1_ MIN. EMBEDMENT FIXED UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK 1 1/4" MIN. EMBEDMENT FIXED UNIT FRAME TO CONCRETE APPROVED WOOD BUCK LESS THAN 1 1/2" THICK (SEE NOTE 3) — 1/4" MAX. SHIM 3/16" OR 1/4" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMB. ----1 1 1/4" MIN. EMBEDMENT FIXED UNIT FRAME TO CCNCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK PRODUCTREVISED as complying n ith the Moe da Bolding Cole Acceptance No Iratioo Date ' 4 4 /.Y 4 , _ By / /J.. ,rl� Miami rd. Product Costa Dirk coarse By: F.K. itera0 Or FK Rersd F.K Ora., e,: F.K. Nee 3/17/03 naw: 3/25/03 7/10/09 La" 12/17/02 A w.ema: B C C oa" mr ADOEO X14 SCREW OPTION NO CHANGE THLS SHEET NO CHANGE THIS SHEET 1070 TECHNOLOGY CANE NOKOMIS, FL 34275 P.7 BOX 1529 NOKOMIS. FL 34274 PS Visibly Better r~ ANCHORAGE DETAILS ra: ALUMiNUM CASEMENT WINDOW, IMPACT CA -740 w. NTS shaft 12 a 12 mow 7045 -8 c Lucas A. Turner, P.E. PE 1513201 Mechanical PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date 6 - / ti ? Job Address 174 C ° 2 - 1416 52 ^ ` 4 Tax Folio 1/ ? /4, D Legal Description 4) X- 0 fr to" C o r 6 Owner/Lesqm / Tenant Z 4.- /" % 4t U i /-/A'o""/ 424 / Master Permit # Owners Address 6 i 2 / 0 ,�,' i 1 �. Contracting Co. / ✓ �� v G i i (D% P. Qugifier J0/?6C;_ ��2iGvr Z State # C 6 0° 7 6 2 Municipal # Competency # Ins. Co. Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING LECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION //t/Po iJ poo, G)/ 7( ,'/ &) St / Po o/Z Square Ft. Estimated Cost (value) ti 0500 WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accur and that all work will be done in compliance with all applicable regulating construlio js"d zoning. Furthermore, I authorize the above - . ed contractor to do the work stated. My Co FEES: PERMIT Signature of owner and/or Condo President Notary as to Owner_and/or xlmrSINDA 1. DIAZ Notary Public, State of Flodia My C o m m expires Aug. 1,1899 Mo. CC 480704 *9, o'o RADON t Date D te Historically Designated: Yes No Phone ('Ds") 7 i / - 7 7 ( V Address / 3 /fS 1)( f % fov/ A/ Al /A // ss# - - / Phone g5/ ir‘ ary as to Contractor or Owner- :, uilder Date My Commission Expires: i5 r P11. �c C.C.F. NOTARY 0 Electrical SANDRA L ZOROVICH My Commission CC412346 Expires Oct. 10, 1998 BOND TOTAL DUE 7 • d APPROVED: Zoning Buildin Mechanical Plumbing Engineering METTIODADE • .1 PRODUCT CONTROL NOTICE Olr ACCEPTANCE Binnings Pan American 2305 N.E. 185 Si. Acceptance No.:95-0831.01 Expires:11/16/93 Approved: 11/16/95 El, 33163 , • ., q , •sori. M E1?Ot TAi4 DA U*11'. FLORIDA 1?0:OAPE;f:FLAG ER BUILDING 13141P1,0Pi.PKIDE CP PLIANCE OFFICE Y" 43 SUIT 1603 riuDADE GLER BUILDING E 140 WEST FLAGLER STREET MIAMI. FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2900 PRODUCT corstrnot. SECTION (305) 375-2902 FAX (305) 372-6339 Your application For Product Approval of: Series PA Models /1,11,C - A/uminum Sliding Glass Door under Chapter 3 of the Metropolitan Dade County Code governing the use of Alternate Nlaterials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Applicant, For listing see Section 8 (y• this Notice of Acceptance. This approval shall not be valid alter the expiration date slated below. The Office of Code Compliance teserves thc tight to scenic this ptoduct or material at anytime ti 0111 8 jobsite or manufacturer's plant for quality contiol testing. !rods product or material fails to perform in the approved manner, the Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The applicant shall re-evaluate this product or material should any ammendments to the South Florida Building Code .be enacted affecting this product or material. The 131tilding Code Compliance Office reserves the the right to :evoke this approval, if it is determined by the Building Code Compliance Office that this product or material Iails to meet the requitements of the South Florida Building Code. The expense of such testing vi 11 be incurred by the manullictuter. Ptoduct Control Supervisor Tuts is . 1 . 11E COVERSIIEET, SEE mmirrioNAL vAcEs FoR SPECIFIC AND GENERAL coNurrioNs BuiLimiNc; coup: commurrEE This a li pioduct Approval has been reviewed by the lvIctropolitan Dade County Building Code Compliance Department and approved by the Building Code Loll 11111 to be used in Dade County, Florida under the conditions set lot (11 above. s Director Building Code Compliance Dept. Metropolitan Dade County Mri114;1024;1 Aiirer_ic:rn ACCIi;I' FANCE No.: 95- 0831.01 - 2 - APPRO EXPIRES NOTIC_I�, ACCEPTANCE: SPECIFIC CONI)FCIONS NOV 1 6 1996 NOV 1 6 1998 1. DESCRIPTION OF UNIT 1.1 This approves an aluminum sliding glass door designed to comply with the South Florida Building Code, 1994 Edition for Dade County, for the locations where the pressure requirements, as determined by ASCE 7 -88 "Minimum Design Loads for Building and Other Structures ", do not exceed the Design Pressure hating values in Section 7 and within the limitations contained in Section 3. 1.2 (Model Designation: Series 1'A -9, Models A, 13, and C- Aluminum Sliding Glass Door. 1.3 Overall Size: 15'- 11 1/2" wide by 8'- 0" high x 3.278" deep. 1.4 Configuration OOXX 1.5 Nu. & 5.17e of Panels: Four on two tracks, Icll Iixed panel 418 11/16" x 94 11/16", right fixed panel 48 1/8" x 95 1/16 "; lell moving panel 48 11/16" x 94 11 /.16 "; Right moving panel 49" x 94 11/16 ". 2. MATERIAL CHARACTERISTICS 2.1 Frame and Door 1'a rreJJ\'Iatct ial= Aluminum alloy 6063 45. 2.2 iiliging 2.2.1 taming Ma&mi • Full Iite, 3/16" tempered glass. 2.2.2. Glnzingl\'icthod Channel glazed using a flexible channel vinyl glazing bend. 2.2.3 Daylight Opening Size Each Iite approximately 45" wide x 91" high. 2.3 Frame Construction: 2.3.1 Head: A 1.156" face x 3.278" deep extruded aluminum 2 -track channel. 2.3.2 Jambs: A .727" face x 3.766" deep extruded aluminum 2 -track jamb with 2 pile groove per track and two screw splines. 2.3.3 Track: Two track , 0.593" high x 4.125" wide with 1.375" high interior riser flange, extruded alunrinunr. 2.3.4 Corner Construction: Butt joint, using two No. 8 x 1" pan head SMS. 2.4 Panel Construction: 2.4.1 Stiles: Lock stiles consist of 1.164" deep x 2.024" face x .062" wall thickness extruded aluminum tube with a .375" x .607" pocket for glazing; major interlock stile is 1.688" deep x 1.625" face with 0.068" wall, female stile is 1.750" x 3.0" with 0.068" wall. Stiles have a .375" x .607" glazing pocket. 2.4.2 Rill: Top rail is 1.03" deep x 1.298" Bice x 0.062" wall; proving bottom rail is 1.031" deep x 2.449" lace x 0.062" wall; fixed bottom tail is 1.031" deep by 2.775" face by 0.062" wall. 2.4.3 Corner construction: Panel corners are telescope joint, using one No. 8 x 1/4" SMS. 2.4.4 Doeinforcureat: 2.4.4.1 Model�PA -9 -A - No Reinforcement. 2.4.4.2 Model PA -9 -13 - One 3/8" x 1 1/2" colt rolled steel bar in each exterior interlock stile. One 1 1/2" x 1 1/2" x 1/8" cold rolled steel tube in female stile. Nlartiuel Perez, P.E. PIf;r(s Examiner 11 Prodrlct Control Division • J J3inniugs Pan Aniericni 2.4.4.3 Model PA-9 -C - One 3/8" by 1 1/2" cold rolled steel bar in each interlock stile (total o14). One 11/2" x 1 1/2" x 1 /8" cold rolled steel tube in female stile. One 7/8" x I" x 7/8" x I /8" aluminum channel in each moving pallet bottom rail. 2.5 Wealhcrslrittping: (luatIti(v J)cscriptioit One Row Vinyl bulb One Row Vinyl flab Double Row Vinyl [lap . One Row Double Pile One 5/8" x 7/8" x 1/2" Iiigli pile pad 2.6 Jlardware: Quantity Description One Flush melalic lock One Ivlelallic wheel adjustable 2.7 Weepholes: Quantity i)escrip Two 2" notch 2.8l\'luntins: None -2a- ACCEPTANCE No.: 95- 0831.01 . HOV 1 6 1995 • NOV 16 1990 APPROVED EXPIRES VOTICE OIL A( EI'TANCE: SPECIFIC CONDITIONS Location female astragal stile female astragal stile each (lame jamb and moving panel bottom rail each panel top rail lop of each interlock stile Location at right moving panel lock stile and male astragal stile. at each end of each moving panel bottom rail. Location One at each end of track. 2.9 Sealant The following are scaled with aluminum colored sealant: perimeter each frame corner and all bottom panel corners. 3. MUTATIONS 3.1 This approval applies to single unit applications only, as shown in Section 10. The lbllowingconfigurations shall also qualify under this approval: XXOO, OX, XO, OXX, XXO, XX. 3.2 Units with dimensions equal to or smaller than those shown in Section 10 shall qualify under this approval. 3.3 I-lead receptor is not allowed to be used in this installation. 3.4 For Design Pressure'Rating see Section 7. 4. INSTALLATION 4.1 Screws and Method of Attachment SILL : Double Row 1110 x 1" flat (lead SMS located 6 1/2" front corners and 22" o.c. max. IIEAU .. Double Row 1110 x I ", Pan (lead SMS located 6 -1/2" from corners and 22" o.c. max. JAIIIS : Double Row 1110 x l" Mat I lead SMS located lion bottom, 5 5/8 ", 28 5/8 ", 41 1/8:', 51 1 /4 ", 74 3/8" and 90 1/2". Nole: ('lease see Hole fill. Page 1 Mai uel I'erez, P.E. Plaits Product Control Divisio xamine T,ES'1 TEST LOADS DESIGN LOADS AIR INFILTRATION u. 1.57 PSI' I'A 202.9,1 0.35 CFNI /Fr2 NEIL -1611 1 UNIFORM S rA tic I'It1:SSURI: UI:Sn iN LOADS I'A 202 -9 I'OSrrIVE ' 6).3 PSF MIL-16411 +63.3 PSF NrrL- 16.111 UNIFOItNI STATIC PRESSURE FULL . riffs r LOAD I'A 202-94 NEGATIVE -67.7 I'SF Nrrl.- 16.111 -6).3 PSI' MIL -16111 WATER RESTS 1'ANCE (PSI') . I'A 202 -94 +10.4 I'SI' NI 1 L-16411 +69.3 PSI' NI 11 :16.11 1 UNIFORNI STATIC 1'RESSI FULL 'rEs LOAD I'A 202 -94 POSITIVE . 495.11 I'SF NI rI.- 16.111 467.) I'SF Nrrl.- 16.111 UNIFORM STATIC PRESSURE FULI. TES r LOAD I'A 202 -94 NEGATIVE -95.0 PSI' NrrL -16 -111 ' -67.3 I'SF MIl 16411 FORCED -ENTRY RESIS rANCE (FER) AANIA 1303.5 NO EN 'I RY NrrL -16111 Design Pressure Ruling (Positive) +63.3 I'SF Resign Pressure Rating (Negative) -63.3 I'SF • .1 1Zitiiiitigs Pali AtiiCi'icall 7.3 Model PA -9 -C: -2e- ACCEPTANCE Nu.: 95- 0831.01 APPROVED EXPIRES NOTICE O1r AC EI' FANCE: SPECIFIC CONDFFIONS : NOV 16 1995 . NOV 16 1998 8. EVIDENCE SUI3FIf1" TED 8.1 Tests: 8.1.1 Test reports on 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per I'A 202 -94 3) Water Resistance Test, per PA 202 -94 4) Forced Entry Test, per AANIA 1302.5 and I'A 2U2 -94. along with installation diagram and drawings prepared by Nlianii Testing Laboratory, Inc. No. . -1641 1, dated August 25, 1995 signed and sealed by David G. Ober, P.E. 8.2 Drawings: 8.2.1 Nlanulactiuer's drawings and sections. 8.3 Calculations: Comparative Analysis of Series PA -9, Nlodcls A, 13, C submitted by Robl. E. Fisher - Wm. NI. Nleycrs, P.E., Consulting Engineers, dated September 15, 1995, prepared, signed and sealed by William NI. Nlcyers, P.E. 1vIan4lel Perez, P.E. Plans xaminer 11 Product Control Division BUILDING -.ELECTRICAL PLUMBING ROOFING Owner of Building Architect Contractor or Builder Legal Lot Description CONTRACTOR OR BUILDER MIAMI SHORES VILLAGE, FLORIDA PERMIT B1 N9 4277 Work to be performed under this Permit_ _ ._ DATE. r' 19 Contractor's License No. Subdi- vision Address of Value of I! Amount of Building { !r Project $ II Permit $ This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the applica- tion herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a tho:-ough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes respon- sibility for work done by his agents, servants or employees. Signed. INSPECTOR In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In ae cepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. BY AUTHORITY ABBOT BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must he kept at building during progress of the work. Owner's Name and Address _.. Charity Martin No 45 2 Street NeE. 92 Registered Architect and /or Engineer Name and address of licensed contractor Yale Ogron Mfg. Co. Inc. Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done 452 N.E. 92 St . State work to be done and purpose of building (by floors) windows and for no other purpose. New Building Remodeling Addition Repairs XXXX No. of Stories 1 To be constructed of Kind of foundation Roof Covering Estimated Total cost of improvements $ 800.00 Amount of Permit $ Zone cubage required Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub- contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work be me under this permit, as are licensed by Miami Shores Village. 'CO. � g. nc. Remarks ( Signed ) Ya le�n STATE OF FLORIDA, COUNTY OF DADE. SS. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him statedare true. Permit No Disapproved (Signed) '- MIAMI SHORES VILLAGE Date Building Insp or LANNING BOARD DATE Date June 27 ,19 63 Replace windows with Aluminum to me well known, Read, Sworn to and Subscribed before me. Notary Public, State of Florida My Commission Expires Chairman Member Member Member Member ..._ . Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship.