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540 NE 96 St (15)
1-r •42 STRUCTURAL E MEM CONSULTANTS RF CARTVED MAY 7006 WIND CALCULATIONS WINDOW INSTALLATION AT: 540 N.E. 96 STREET MIAMI SHORES, FLORIDA MIAMI -DADE COUNTY CA STRL PROJECT: PREPA LOS M. CTURAL L. P.E. #: .B. #: 0 FEB"UA 1 2006 D BY: REZ, P.E. ENGINEER 54844 7781 .. • .. • • • .. • • • • "YOUR ON -CALL EN INEERING COMPANY" 9420 S.W. 11241 STREET, MIAMi, FloRidA 33176 TEE: (786) 242.1720 - FAX: (786) 242 -4399 • . ••• • • • ... • . . • • • • .. .. • • • • • • • • • • • • • • • • • • • • • ... WIND LOADS WALL AREA 4 5 GCp ( +) 1.000 1.000 GCp ( -) -1.100 -1.400 PRESSURE (psf) 59.4 59.4 SUCTION (psf) -64.4 -79.5 _. STRUCTURAL ENGINEERING CONSUI.'TAHTS,' L'I11C «. .: 16500 N.W. 83RD COURT MIAMI LAKES, FL : 33016 :•E32 )!32 -6 Copyright 2000 by Tondelli Engineering; P ;A•.•• T2tmpa,0 1wit CUSTOMER WINDOW INSTALLATION AT: . ... . . JOB NUMBER : 540 N.E. 96TH STREET, MIAMI SHORES :: • ; ; ••• • p$T DESCRIPTION : WIND PRESSURES FOR WINDOWS (CRIT.TlZI$..' AIZEA'G' 10'SQ WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 ROOF SLOPE = 3.00 : 12 (14.04 DEG) TRIBUTARY AREA = 10.0 FT2 MEAN ROOF HEIGHT = 22.2 FT DISTANCE, Z = 22.2 FT * ** DESIGN WIND LOADS - ASCE..7. . . * *ie. ••• • * ** COMPONENTS AND CLADDING :. *3r : : : :. •• Kh = 0.922 Kz = 0.922 a 4 b • • • • •• • • • • • ••• •• qh = 50.3 PSF qz = 50.3 PSF P = qh[(GCp) - (GCpi)] GCpi = ± 0.18 17/2006 BUILDING WIDTH = 44.6 FT CORNER DISTANCE, a = 4.5 FT STRUCTURAL ENGINEERING CONSULTANTS Village o iami ores Building Department Miami -Dade County, Florida Job: Window Installation at: 540 N.E. 96 Street, Miami Shores, Florida RE: Window Units Design Wind Pressures Dear Sirs: We hereby attest to the best of our knowledge, belief, and professional judgment that according to the above referenced building's configuration, height, and category that the maximum design pressures for exterior openings are: WINDOWS: Positive Design Pressure (Zone 4): 59.4 psf Negative Design Pressure (Zone 4): 64.4 psf Positive Design Pressure (Zone 5): 59.4 psf Negative Design Pressure (Zone 5): 79.5 psf NOTE: "Zone 5 "pressures are applicable to openings that are within 4' -6" of building corners - Refer to calculations. The above stated design pressures have been determined in accordance with ASCE 7 -02 based on the following criteria: * Building Category: II * Building Mean Roof Height: 22'- 2" * Exposure Category: C * Basic Wind Speed: 146 mph Anchor spacings and installation of glazing / window and mullion systems to main structure must be in strict •accordance with the Product Control N.O.A. and have not been independently verified by Structural Engineering Consultants, Inc. ppen to have any questions or concerns regarding this or any other matter, please do not hesitate to If you sho contact Sincer STR -C ENGINEERING CONSULTANTS, INC. ( E.B. #: 007781) 2/17/06 Carl . s M. P= ez, P.E., Structural Engineer FL. .E. #: 54':44 9420 S.W. 1121 STREET, MIAMI, FIoRidA 33176 TEL (786) 242-1720 - FAX: (786) 242 -4399 • • ... • • • ... • • • • • • .. • • • • • • • • • • • • • • • • • • • • • ... • • • • .. • ...1•••••... • . .. • • • • .... • • .. ... .... • • • ............. .. • .... .•.. .. • .... ... • . • • February 17, 2006 .. • • • • • ... 1• "YOUR ON -CALL ENGINEERING COMPANY" M I A M IOADE ` ° By: ' cF vED BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) 'Sc( I I • • • • • ••• • • •• •• • • • • • • • • . • VII -Dittv c0{ jNTY. 17.ORMA E'Pltp- DApFFI.FCGLE'R $ LANG 11 AGLER"ST!ET, SUITE I603 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/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series C -740 Aluminum Casement Window - Impact APPROVAL DOCUMENT: Drawing No. 7045 -8, 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. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No 03= 0611.02 Expiration Date: May 22, 2008 Approval Date: October 9, 2003 Page 1 PGT Industries • • .. • • • • .. .. • • • • • • • • • • • • • • ... • • • • • • • • • • • ... • • • • • • • • ..• • • .. • • . • . . . • • • • • • . • . • • • • • . • • • .' • • • • . ..•. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED' • • • .. • • • •• ••• •• • . • A. DRAWINGS • 1. Manufacturer's die drawings and sections. • • • • • • • •• 2. Drawing No. 7045 -8, titled "Aluminum Casement Window, Impact ", sheets 1 through 12 of 12, dated 12/17/02 with revision C dated 7/10/03, prepared by manufacturer, signed and sealed by Lucas Turner, P.E. B. TESTS 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows XOX configuration, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3729 dated 2/28/03, signed and sealed by Joseph Chan, P.E. Submitted under NOA# 02- 1224.02 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows XOX configuration, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3587 dated 10/8/02, signed and sealed by Joseph Chan, P.E. 3. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 • 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of one outswing aluminum casement window, XOX configuration, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3582 dated 10/3/02, signed and sealed by Joseph Chan, P.E. E -1 Manuel Pe ' .E. Product Contro ner NOA No ..11.02 Expiration Date: May 22, 2008 Approval Date: October 9, 2003 E -2 • •. • • • • • • ..• • • • ..• • • • .. •. • • • • • • • • • • • • • • • ••• PGT Industries • • ▪ • • • • • NOTICE OF ACCEPTANCE: EVIDENCE SUBMI • • •• • TTED' ' ▪ • • .. .. • •. •.•. .. 4. Test reports on 1) Air Infiltration Test, per FBC, TAS 2 94.' . . • • • • • • • 2) Uniform Static Air Pressure Test, Loaddxg per:Ft4,T+A3 2(32 -9f 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of three aluminum outswing casement windows, OXO configuration, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3580 dated 10/3/02, signed and sealed by Joseph Chan, P.E. C. CALCULATIONS 1. ASTM -E -1300 Table, dated 6/6/03, prepared, signed and sealed by Lucas Turner, P.E. Complies with ASTM E1300 -98. Submitted under NOA# 02- 1224.02 2. Anchor Calculations and structural analysis, prepared by manufacturer, dated 3/20/03, signed and sealed by Robert L. Clark, P.E. 3. Revised Anchor Calculations and structural analysis, prepared by manufacturer, dated 3/20/03, signed and sealed by Robert L. Clark, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS Submitted under NOA# 02- 1224.02 1. Notice of Acceptance No. 01- 0205.02 issued to Solutia, Inc. for "Saflex/Keepsafe Maximum" dated 5/17/01, expiring on 5/21/06. 2. Notice of Acceptance No. 00- 1212.04 issued to E.I. DeNemours for "Dupont Butacite ® PVB" dated 2/15/01, expiring on 12/11/05. F. STATEMENTS 1. Statement letter of conformance, dated 12/19/02, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of no financial interest, dated 12/19/02, signed and sealed by Robert L. Clark, P.E. 3. Laboratory compliance letter for Test Report no. FTL 02134, 02129, 02124, issued by Fenestration Testing Laboratory, dated 11/15/02, signed and sealed by Joseph Chan, P.E. 4. Letter from engineer requesting a revision to include insulated glass, dated 6/6/03, signed and sealed by Lucas A. Turner, P.E. • G. OTHER 1. Notice of Acceptance No. 02- 1224.02, issu to PGT Industrie "640" Aluminum Casement Window, approved on 5/ 2/j 3, nd ex /08. Manuel 14c._ . E. Product Contro xa 'ner NOA No - 11.02 Expiration Date: May 22, 2008 Approval Date: October 9, 2003 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" UNTY). 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. F - SHHEET 4. F. FOR 144 "XOX" &'O° CONFIGURATIONS SEE SHEET 5. G. FOR "XOX" & "XO" OR "OX" CONFIGURATIONS SEE SHEET 6. H. FOR UNEQUAL LITE "XOX, "XO" & "OX° CONFIGURATIONS SEE SHEET 7. 4. ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLL:? " /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 ON FIXED LITE ONLY JAMBS: MAX. 4" FROM CORNERS MAX. 13" SPACING (2) ANCHORS 3' APART AT MID -SPAN NOTE: 1/4" TAPCONS OR #14 SCREWS MAY BE USED AT THE ABOVE SPACING. SEE SHEETS 4, 5, 6 AND 7 FOR ALLOWABLE DESIGN• • • PRESSURES IF USING 3/16" TAPCONS OR #12 SCREWS. 5. SHUTTER REQUIREMENT: NONE REQUIRED 6. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. 7. REFERENCE TEST REPORTS: FTL -3580, FTL -3582, FTL -3587 AND'FTL -3729 A. . F.K 3/1 F.K K 317/73 6.4444 mw: F.K. 345.03 6. war 4.°: 1..44 41: o.6.: F.K. 12/17/02 A 6..144"4 Gnocted By REVISE ANCHORAGE NOTE 4 ADD 13/16' I.G. d MOVE GLAZING DETAILS TO SHEET 2 NO CHANGE THIS SHEET m": 1070 TECHNOLOGY DRIVE NOKCMIS, FL 34270 P.O. 861X 1528 NOKOMIS. FL 34274 PST Vi,ib[y Bede+ Softsdasik CAJ40 NTS Shwr 1 . • • • • •••• • • •••• • • • • •• NOTES AND TABLE OF CONTENTS to • • • • ALUMINUM CASEMENT WINDOW, IMPACT • 0... NA • IF 7045 -8 • • PRODUCT REVISED ▪ eomptyiog with the Fk.tde Buidinp, Cod E . . gar !I • By ._ 1r _ Diet • • 2 •••• • •••• • • •••• AF—. • ., / / 3 •••• •••• • •••• •••• • • •••• Lua: A. Tumor, P.E. • • *56251 nommical • •••4 • • • n O X UNCUUAL. 1.11 CA O x UNEQUAL LITES HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. E. 13/16' I.G. GLASS COMPRISED OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS AND (1) 5/16" LAMINATED COMPONENT WITH A 3/8" AIR SPACE. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT INNER LAYER. 2. CONFIGURATIONS: X, XX, XO, OX, XOX, 0 3. DESIGN PRESSURE RATINGS / COMPARATIVE ANALYSIS TABLES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE CO I:VKIVtK 1-;UIVJ I KUL. 1 IUIN lU EXTRUSION PROFILES 10-11 PARTS LIST 11 ANCHORAGE 12 • • • . • • • •• • • •• • •• • Rr"d By F.K F.K Ar_d By: F.K. Raw maw our: 03/25103 0. 8 c kerb_": c1"e"e e3/ 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 00 7/16" LAMINATED GLAZING DETAIL REDRAW GLAZING DETAILS d ADD 13/15' 1.G. NO CHANGE THIS SHEET .090 SOLUTIA OR DUPONT PVB INNER LAYER 3/16" HEAT f•• STRENGTHENED GLASS 1070 TECHNOLOGY DRAT NOKOMIS. FL 34775 P.O. BOX 1523 NOKOMIS. FL 34274 .65" NOM. GLASS BITE PGT Veibly Better C GLAZING DETAILS ▪ • • •• • ALUMINUM CASEMENT WINDOW, IMPACT • 7045 -8 • • C CA-745 NTS 13/16" I.G. GLAZING DETAIL • • • • • •• • • • ••• • • •••• • • •• •• 2 • 12 i m- — PRODUCT REVISED as t"mWWWiee with the Rorida Doidi�,Ctrp. AO•Ptaece No •••• • • • • • ..• s • / • • o ••• •••""" � • • • • 7./iO43 • •..• • • .. • • •••• • Lucas A Turner. P.E. • • • • • IP••8201 • Ma6ledial ww • 3/8" AIR SPACE - 1/8" HEAT STRENGTHENED GLASS -- 5/16" LAMINATED COMPONENT 1 / 8 ° HEAT STRENGTHENED GLASS f I .090 SOLUTIA OR DUPONT PVB INNER LAYER 1/8" HEAT STRENGTHENED GLASS .65° NOM. GLASS BITE • • •• • • • •• •• • •• • •• • 7" \ I // 7° ANCHOR LOCATIONS (SEE SHEET 1, NOTE 4) SEE MID -SPAN ANCHOR DETAIL TYP. (2) 4 l 13" MAX. O.C. 30" MAX. -DAYLIGHT - OPENING 1 1 134" MAX. WIDTH 53" MAX. \ DAYLIGHT OPENING 0 1 30" MAX. DAYLIGHT OPENING \ 4" MAX. 4° MAX. -- Pon•.r De. Poret•nw F.K. 3/17/03 A R..°lar. 8a: F.K. 3/2`03 .rer Ar: F.K w.... er. ow• � F.K. 12/17 /02 7 /1603 w.rd°: 8 ANCHOR DETAIL TYP. (2) 37" MAX. VENT TYP. 13" MAX. O.C. - +---.- I 60° MAX. FIXED ELEVATION "A" - 63" HIGH "XOX" (SEE SHEETS 6-8 FOR PRESSURES) REVISE ANCHORAGE CHANGE SHEET NO. REFERENCES ADD HINGE LOCATION DETAILS a.. 1071) TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 56" MAX. DAYLIGHT OPENING ELEVATION "B° - 63° HIGH °XX" (SEE SHEET 5 FOR PRESSURES) NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION 63" MAX. HEIGHT • • • • • • • • • • ••• • 1 ----4- 141/2" MAX. O.C. VENT HEAD & SILO ��1L1i SEE MEETING RAIL DETAIL TYP. (4) Visibly Bet, • • •• •• "X." & "XOX" ELEVATIONS • • • • • rrr ALUMINUM CASEMENT WINDOW, IMP4CT • a°"°m CA-740 NTS 3 > 12 I �� 7045 -8 • • • rC - PRODUCT REVISED ▪ a complying with the Florida Baidiog Code Acceptance No I - •II. 42 E �u•Rat iIxtr.. • Br :: Mlmn .e Prated Cantrell Div: • • •• • • • • ••• • • • •••• r a• • •••• • • Luna A. Turner, P.E. • rp•t•82Ol • M•Mer•al • •••4 • •••• ••• ••• • • • • MID -SPAN ANCHOR DETAIL (SEE SHT. 1 NOTE 4) SEE MID -SPAN 4" MAX.- --- 4° MAX. MEETING RAIL DETAIL (SEE SHT. 1 NOTE 4) AIVt..T7VR UC 1 MIL TYP. (2) 1 13° MAX. O.C. 4" MAX. 4" MAX. --+ X \ / X SEE MEETING RAIL - DETAIL TYP. (2) 14 1/2" MAX. O.C. TYP. 56" MAX. DAYLIGHT OPENING 63" MAX. HEIGHT • • • •• •• • • • •• • • •• • •• • NOTE: 72° HEIGHT AVAILABLE WITH SINGLE VENT CONFIGURATION ONLY HINGE LOCATED APPR FLUSH AGAINST JAM, TYPICAL HEAD & SILL HINGE LOCATION DETAIL F.1( 3/• FK F.K. Pend aF FIG Orson OF F.X. I 1 14 1/2" 4" MAX. F--- 1 MAX. O.C. ELEVATION °C° - 72 HIGH (SEE SHEET 5 FOR PRESSURES) Ow: 3/17/03 4" MAX. 14 1/2" MAX. O.C. VENT 4" MAX. HEAD & SILL ONLY INA*: A R9.Ybr B 3/25103 Oa": 7/10/03 Osten 2 12/17102 Pars: C C1dN Or: F. SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) ( OX. 13° MAX. O.C. REVISE ANCHORAGE CHANGE SHEET NO. REFERENCES ADO HINGE DETAIL & HINGE LOCATION NOTES m": ELEVATION "D" - 63° HIGH °X° (SEE SHEET 5 FOR PRESSURES) 97" MAX. WIDTH 30" MAX. 53" MAX. DAYLIGHT DAYLIGHT OPENING OPENING _.. / 1-1-13" MAX. O.C. 37" MAX. VENT 60" MAX. FIXED 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34273 P.O. BOX 1529 NOKOMIS. FL 3427a Vsib12 Better r"°"we CA-740 ELEVATION "E" - 63" HIGH "O° (SEE SHEET 6 FOR PRESSURES) ® NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION 56" MAX. DAYLIGHT OPENING 63" MAX. HEIGHT SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) SEE MEETING RAIL DETAIL SHT. 3 TYP. (2) i • • • •• • • •••• ELEVATION "F" - 63° HIGH "XO° & "OX" UNEQUAL LITE (SEE SHEETS 7-8 FOR PRE SSIMES) "X", "O ", "X0"11 "OX" ELEVATIONS N • • • ALUMINUM CASEMENT WINDOW, MAW. cr t°"e NTS 4 " 12 a+erb • • •s.. 7045 • C PRODUCT REVISED as complying with the Florida Belding Code Acceptn0re No I 0 .0 E .iratioa Datt ... .41F , BY 1/ Man de Product Cotyq' ai • •••• • ••• • 2 • • • • •• • • • • 'AL /c •• • • • • •• • lucaa A. Turner, P.E • • • •b�u PE 058 • w i • • •• ANCHOR DETAIL SHT. 3 TYP. (2) 13" MAX. O.C. 4° MAX. 65" MAX. DAYLIGHT - OPENING 72° MAX. HEIGHT HIVt.T1UK DETAIL SHT. 3 TYP. (2) 13' MAX. O.C. X . 4" MAX. 4 "M 1 56" MAX. DAYLIGHT OPENING 141 /2" MAX 0 C DETAIL SHT. 3 TYP. (4) 63" MAX. 13" HEIGHT MAX O.C. 4" MAX 4" MAX. L 0 ----1 13" MAX. O.C. • • • • • •• • •••• •••• • • • DAYLIGHT OPENING 63° MAX. HEIGHT • 44.WU 26.500 30.000 32.000 34.000 36.000 37.000 B,E A B,E A B,E A B,E A B,E A B,E A B,E _ -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 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 -90.0 -90.0 -90.0 -90.0 -90.0 -86.3 -90.0 -75.0 -75.0 -75.0 -75.0 -73.7 -75.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 -90.0 -90.0 -90.0 -87.4 -90.0 -81.0 -90.0 -75.0 -75.0 -70.4 -75.0 -67.9 -75.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 67.9 70.0 -90.0 -90.0 -90.0 -77.6 -90.0 -71.1 -90.0 -65.5 -75.0 -60.4 -75.0 -59.0 -75.0 70.0 70.0 70.0 70.0 70.0 65.5 70.0 60.4 70.0 59.0 70.0 -90.0 -83.6 -90.0 -68.4 70.01-90.0 -90.0 70.0 -61.8 -90.0 -57.5 -75.0 -54.3 -75.0 -52.8 -75.0 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 -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 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 -90.0 -75.4 -90.0 -60.0' -90.0 -56.1 -90.0 -51.8 -75.0 -47.9 -75.0 -46.4 -75.0 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 -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 58.5 70.0 53.8 70.0 48.6 70.0 44.8 70.0 43.5 70.0 -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 69.9 70.0 56.2 70.0 50.4 70.0 45.2 70.0 42.2 70.0 41.1 70.0 -90.0 -67.8 -90.0 -53.4 -90.0 -47.7 -90.0 -42.4 -75.0 -39.7 -75.0 -38.6 -75.0 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 -90.0 -66.2 -90.0 -51.3 -90.0 -45.6 -90.0 70.0 66.2 70.0 51.3 70.0 45.6 70.0 -90.0 -65.0 -90.0 -49.8 -90.0 -43.9 -87.8 70.0 65.0 70.0 49.8 70.0 43.9 70.0 -90.0 -63.7 -90.0 -48.3 -90.0 -42.2 -84.4 70.0 63.7 70.0 48.3 70.0 42.2 70.0 TABLE 2.(BASED ON 1/4" 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 - 90.0170.0 COMPARATIVE ANALYSIS TABLE 3.(BASED ON 1/4" TAPCONS OR #14 SCREWS) GLAZING OPTION: A. 5/16" LAMI (1/8 "A,.090,1 /8 "HS) HEIGHT "XX" WIDTH 37.000 POS NEG 70.0 -75.0 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 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 -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 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 65.5 60.4 59.0 -75.0 -75.0 -75.0 -74.4 -68.4 -61.8 -57.5 -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 -75.0 -75.0 -75.0 -75.0 -69.6 -63.9 -58.9 -54.9 -51.1 -49.9 "XX" WINDOWS POS 70.0 70.0 70.0 70.0 69.6 63.9 58.9 54.9 51.1 49.9 54.000 NEG POS -75.0 70.0 -65.2 65.2 -75.0 70.0 -75.0 70.0 -75.0 70.0 -60.0 60.0 -56.1 56.1 -51.8 51.8 -47.9 47.9 -46.4 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 43.5 60.000 NEG -75.0 -75.0 -75.0 -69.5 -60.8 -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 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 "XX" WINDOWS TEST REPORTS: FTL-3582, FTL 3929 TABLE 4.(BASED ON 1/4" TAPCONS OR #14 SCREWS) ALL "XX" SIZES UP TO 74,000" WIDE x 63.000" HIGH 1-75.01740, TABLE 5.(BASED ON 1/4" TAPCONS 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 F.K. cum A Retisicelv ReAslem NO CHANGE THIS SHEET 1070 TECHNOLOGY DANE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 PAc;_r Visa* Better C.4.740 • • • NOTE: IF USING 3/16* 11 #12 SCREWS DESIGN pRgwgE FOR "XX" WINDOWS IS INIMITED10 Disrtear ALUMINUM CASEMENT WINDOW, 4tipArz, PRODUCT REVISED ca complying with the Florida fluidic: Code Acceptance No - • PE 658201 • • 37.000 39.500 42.000 45.000 48.000 50.500 53.125 54.000 55.500 57.000 58.500 60.000 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 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 A B,E c -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -74.2 -75.0 -90.0 -72.9 -75.0 -90.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 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 -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 -75.0 -90.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 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 70.0 70.0 -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 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 70.0 70.0 -67.9 -75.0 -90.0 -62.1 -75.0 -90.0 -58.4 -75.0 -90.0 -54.6 -75.0 -90.0 -51.1 -75.0 -90.0 -48.3 -75.0 -90.0 -45.4 -75.0 -90.0 -44.5 -75.0 -90.0 -43.3 -75.0 -90.0 -42.1 -75.0 , -90.0 -40.9 -75.0 -90.0 -39.7 -75.0 -90.0 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 -59.0 -75.0 -90.0 -55.7 -75.0 -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 -49.1 -75.0 -86.9 -47.5 -75.0 -84.3 -46.2 -75.0 -81.8 -44.8 -75.0 -79.4 -43:5 -75.0 -77.1 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 -52.8 -75.0 -90.0 -49.8 -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 -75.0 -70.7• -41.3 -75.0 -69.0 -75.0 -67.3 52.8 70.0 70.0 49.8 70.0 70.0 56.4 70.0 70.0 53.6 70.0 70.0 51.4 70.0 70.0 48.7 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 70.0 69.0 40.4 70.0 67.3 -90.0 -49.9 -75.0 -90.0 -46.9 -75.0 -90.0 -53.4 -75.0 -90.0 -75.0 -88.2 -48.6 -75.0 -80.9 -46.9 -75.0 -44.2 -71.1 -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 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 66.7 40.2 70.0 64.9 39.2 70.0 63.3 -90.0 -46.4 -75.0 -90.0 -43.6 -50.0 -75.0 -90.0 -47.5 -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 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 70.0 61.8 38.7 70.0 60.4 37.6 70.0 59.1 -90.0 -43.5 -75.0 -90.0 -41.1 -75.0 -90.0 -46.9 -75.0 -84.5 -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 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 -90.0 -41.1 -75.0 -90.0 -38.6 -75.0 -87.4 -44.3 -75.0 -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 -36.1 -72.2 -35.5 -71.0 -53.0 70.0 41.1 70.0 70.0 38.6 70.0 70.0 44.3 70.0 70.0 42.1 70.0 70.0 40.4 70.0 67.3 39.2 70.0 63.5 38.0 70.0 60.0 37.6 70.0 59.1 37.2 70.0 36.7 70.0 55.9 36.1 70.0 54.5 35.54 70.0 53.0 -90.0 -38.6 -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 -69.6 -53.2 -34.2 -68.4 -51.6 -33.7 -50.0 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 35.9 70.0 56 4 35.4 70.0 54.8 34.8 69.6 53.2 34.2 68.4 51.6 -40.4 50.0 TABLE 7.(BASED ON 1/4" TAPCONS OR 614 SCREWS) TEST REPORTI:ATI•3680 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 }I-90.0 C76.0 tbrad Rama F.K. anon Br F.K. A 711 0/03 lierviabrer REVISE TABLE 13. GLASS TYPES A C ADD GLASS TYPE E TO TABLE 8 NO CHANGE THIS SHEET 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. sox 1529 NOKOMIS. FL 34274 Visib6 Better Saaaaatabt NTS ALUMINUM CASEMENT WINDOW, viatigA .PRODUCT REVISED as corn plying Aid, ass Florida r.dididg Code Arreytdoce No e. imams 111: Mims firierie • • • arose A. Turner, P.E PE 458201 • • NOTE: IF USING 3/16" TAPCONS OR 612 SCREWS DESIGN PRESSURE FOR "0' WINDOWS IS LIMITED TO 52.1 P.S.F. DESIGN PRESSURE FOR "X0r WINDOWS IS LIMITED TO 41.3 P.S.F. 0 • • • • 37.000 55.500 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 48.000 72.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -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 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 53.125 79.688 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.1 70.0 -69.5 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 62.7 -60.4 60.4 60.000 90.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -68.4 68.4 -63.9 63.9 -60.0 60.0 -58.5 58.5 - 562 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 -66.4 66.4 -58.2 582 -55.6 55.6 -52.8 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 -48.9 48.9 -45.8 45.8 -42.8 42.8 -40.3 40.3 72.000 108.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 -60.4 60.4 - 54.3 54.3 -51.1 51.1 -47.9 47.9 -44.8 44.8 -42.2 422 -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 41.1 _ -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: FTL3582, FTL -3729 GLAZING OPTIONS: B. 5/16" LAMI (118 "HS,.090,1 /8 "HS) E. 13/16" LAMI (1/8 "HS,3 /8" SPACE,5/16" LAMI -W/ 1/8 "HS,.090,1 /8 "HS) ALL "XO" OR "OX" SIZES UP TO 74.000" WIDE x 63.000" HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111.000" WIDE x 63.000" HIGH 1-75.01 70.0 TABLE 10. (BASED ON 1/4" TAPCONS OR #14 SCREWS) "XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: C. 7/16" 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 63.000" HIGH 1 -90.01 70.0 NOTE: IF USING 3/16" TAPCONS OR #12 SCREWS DESIGN PRESSURE FOR "XO" OR "OX" AND "XOX" WINDOWS IS LIMITED TO 41.3 P.S.F. Rsnd ar F.K woe Or F.K. n.". er F.K. 9/17/03 bi.: 3/2S,OJ Dew 7/10/03 5.r: 12/17/02 : A h,ivu: 6 O m er REVISE TABLE B, GLASS TYPEA ADO GLASS TYPE E TO TABLE 9 NO CHANGE 1119 SHEET an: 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 DOS 1529 NOKOMIS. FL 34274 Pi GT_ Visibly Bette. • • • • •• • • •• • • • • •••• )t PRESSURES - XO, OX, & 1/3- 1/3 -1/3 X( (E • ALUMINUM CASEMENT WINDOW, ItArecI se.: stic a.+ow CA I NTS 7 a 12 l 705.8 • C PRODUCT REVISED as complying with the Florid• Balding Cade Atcepmnte No P 'ream Date Dy Mum' • de Ptcd,RC 11 • • ••• • • • • At .• • • • •• • • /y •••• G • • • • / / /O `'•:••• •• • • • • • • • • L1caa A. Turner. P.E. PE 958201 • • • f.nanim • •• er X 0 0 X •••• •••• • • • • • • • 86.919 95.973 108.649 115.892 122.000 123.135 126.000 130.000 130.378 134.000 24.000 26.500 30.000 32.000 33.687 34.000 34.791 35.896 36.000 37.000 38.919 42.973 48.649 51.892 54.627 55.135 56.418 58.209 58.378 60.000 B.E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 c A B,E A B,E c A B,E c A 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 -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 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 -90.0 -69.1 -75.0 -90.0 -60.5 -75.0 -90.0 -53.5 -75.0 -90.0 -49.9 -75.0 -90.0 -47.3 -75.0 -90.0 -46.8 -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 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 -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 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 -90.0 -56.5 -75.0 -90.0 -62.1 -75.0 .90.0 -54.5 -75.0 -90.0 -51.3 -75.0 -90.0 -46.4 -75.0 -85.8 -47.9 -75.0 -85.0 -46.7 -75.0 -82.8 -45.1 -75.0 -79.9 -45.0 -75.0 -79.6 -43.5 -75.0 -77.1 70.0 56.5 70.0 70.0 62.1 70.0 70.0 54.5 70.0 70.0 51.3 70.0 70.0 48.4 70.0 70.0 47.9 70.0 70.0 46.7 70.0 70.0 45.1 70.0 70.0 45.0 70.0 70.0 43.5 70.0 70.0 -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 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 41.5 70.0 69.3 41.4 70.0 69.1 40.4 70.0 67.3 -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 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 -90.0 -44.1 -75.0 -90.0 -49.1 -75.0 -87.0, -44.9 -7.5.0 -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 -59.1 70.0 44.1 70.0 70.0 49.1 70.0 70.0 44.9 70.0 70.0 42.7 70.0 68.3 41.4 70.0 64.7 41.1 70.0 64.1 40.2 70.0 62.5 38.9 70.0 60.6 38.8 70.0 60.5 37.7 70.0 59.1 -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 -61.0 -39.3 -75.0 -60.5 -38.7 -75.0 -59.2 -37.7 -75.0 -57.6 -37.6 -75.0 -57.4 -36.7 -73.3 70.0 41.6 70.0 70.0 46.2 70.0 70.0 42.0 70.0 69.7 40.7 70.0 64.8 39.5 70.0 61.0 39.3 70.0 38.7 70.0 59.2 37.7 70.0 57.6 37.6 70.0 57.4 36.7 70.0 -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 -53.0 70.0 39.2 70.0 70.0 43.6 70.0 70.0 40.1 70.0 66.3 38.6 70.0 61.4 37.5 70.0 58.4 37.3 70.0 57.9 36.9 70.0 56.5 36.2 70.0 54.7 36.1 70.0 54.6 35.5 70.0 53.0 -90.0 -36.9 -73.8 -85.2 -41.1 -75.0 -73.1 -38.0 -75.0 -63.1 -36.6 -73.2 -58.8 -35.7 -71.4 -55.7 -35.5 -71.0 -55.2 -35.0 -70.1 -53.8 -34.3 -68.6 -51.9 -68.5 -51.7 -33.7 -67.4 -50.0 70.0 36.9 70.0 70.0 41.1 70.0 70.0 38.0 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 -xo- & -or WINDOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE FIXED WIDTH. TABLE 12. (BASED ON 1/4" TAPCONS OR #14 SCREWS) "XO" or "OX" & "XOX" UNEQUAL LITE WINDOWS 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 * ALL "XO" or "OX" SIZES UP TO 97.000" WIDE x 63.000" HIGH WITH 37.000" MAX. VENT WIDTH AND 60.000" MAX. FIXED WIDTH NOTE: IF USING 3/16" TAPCONS OR #12 SCREWS DESIGN PRESSURE FOR "XO" OR -or AND "XOX" WINDOWS IS LIMITED TO 41.3 P.S.F. flea a 1 ft: F.K. Arra 10y, FJC boon ft: Dow A REVISE TABLE 11, GI 4SC TYPES A .5 C ACC MASS TYPE E TO TABLE 11 NO CHANGE THIS SHEET 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275' P.O. BOX 1529 NOKOMIS. a 34274 T Viably Better NTS • • ALUMINUM CASEMENT WINDOW, LA,IP.44T, PRODUCT REVISED as compiling with the Markin Coale By • • • PE 158201 • • • 69.264 19.125 31.014 0 UNEQUAL LITES 0 UNEQUAL LITES • • • •