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Home My WebLink AboutNOAMIMI®DADE. � F LE COPY MiAMI-DADS COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130.1563 (305) 375-2901 FAX (305) 375-2905 NOTICE OF ACCEPTANCE (NOA) SCANNFa www.buldingcodeonlimcom PGT Industries BY 1070 Technology Drive c�t Lucie County Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance; if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series SH-700 Aluminum Single Hung Window - L.M.I. APPROVAL DOCUMENT: Drawing No. 4040.20, titled "Alum. Single Hung Window, Impact", sheets 1 through 11 of 11, dated 9/l/05, with revision B dated 11/13/06, prepared by manufacturer, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 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 Fled 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 # 05-1018.01 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above, The submitted documentation was reviewed by Manuel Perez, P.E. NOA.No. 07-0322.06 Expiration Date: March 23, 2011 ApprovalDate: June 07, 2007 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 4040-20, Sheets 1 through 11 of 11, titled "Alum. Single Hung Window, Impact", dated 911105, with revision B dated 11/13/06, prepared by manufacturer, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. 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 3603.2 (b) and TAS 202-94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4957, dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. 2. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an. Aluminum Single Hung Window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4958, dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. 3. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5063, dated 11/21/06, signed and sealed by Edmundo Largaespada, P.E. 4. Test reports on 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. F17o 4645, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05-1018.01) Manuel Pe , P. Product Control r NOA No. 07-0322.06 Expiration Date: March 23, 2011 E-1 Approval Date: June 07, 2007 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. 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) Small Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 3603.2 (b) and TAS 202-94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4647, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05-1018.01) 6. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4648, dated 08/10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05-1018.01) 7. Test reports on 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. VM- 4649, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05-1018.01) 8. 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) Small Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 3603.2 (b) and TAS 202-94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by.Fenestration Testing Laboratory, Inc., Test Report No. FTL-4650, dated 08111/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05-1018.01) 9. Test reports on 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4649, dated 08/11/05, signed and sealed by Edmundo Largaespada, PEE (Submitted underprevious NOA #05-1018.01) ---) , LProduct Control E{atn%ner NOA No. 7-02rmm Expiration Date: March 23, 2011 E-2 Approval Date: June 07, 2007 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 10. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4646, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05-1018.01) 11. Test reports on 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of Aluminum Single Hung Window, Impact, prepared by Fenestration Testing Laboratory, Test Report No. FTL- 4723, dated 10105105, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05-1018.01) C. CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FBC-2004, dated 12/18/06, prepared, signed and sealed by Robert L. Clark, P.E. Complies with ASTM E1300-02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05-1208.02 issued to E.I. DuPont DeNemours for "DuPont Butacite@ PVB" dated 01105106, expiring on 12/11/10. 2. Notice of Acceptance No. 03-0827.08 issued to Solutia Inc. for their "Solutia Interlayer" dated 03/04/04, expiring on 03/04109. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 03/16/07, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of code compliance, dated 10/12/05, signed and sealed by Robert L. Clark, P.E. G. OTHER 1. Notice of Acceptance No. 05.1018.01, issued to PGT Industries for their Series SH- 700 Aluminum Single Hung Window — L.M.I., approved on 03/23/06 and expiring on 03/23/11. anuel P.E. Product Con Exa er NOA No. 22,06 Expiration Date: March 23, 2011 E•3 Approval Date: June 07, 2007 GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. S/16' LAMI CONSISTING OF (2) LITES OF 118' ANNEALED GLASS WITH A.090 DUPONT BUTACRE OR SAFLWIG=EPSAFE MAXIMUM PVI3INTEMLAYER B. 6118' LAMI CONSISTING OF (1) LITE OF 118' ANNEALED GLASS AND (1) LITE OF 1/8• HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEXWEEPSAFE MAXIMUM PVB INTERLAYER C. 5/16• LAMI CONSISTING OF (2) LITES OF Le' HEAT STRENGTHENED GLASS WITH AN.090 DUPONT BUTACITE OR SNFLEXr10EEPSAFE MAXIMUM PVB INTERLAYER. D. 7/16• LAMI CONSISTING OF (2) LITES OF 3/16• ANNEALED GLASS WITH AN.M DUPONT BUTACITE OR SAFUDUK:EPSAFE MAXIMUM PVB INTERLAYER E. 716' LAW CONSISTING OF (1) LITE OF 3H 6' ANNEALS) GLASS AND (1) LITE OF 3/16- HEAT STRENGTHENED GLASS WITH AN.090 DUPONT BUTACf7E OR SAFLE)VIOFPSAF MAXIMUM PVB. F. 7116' LAMI CONSISTING OF (2) UTES OF WIS' HEAT STRENGTHENED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEXMEEPSAFE MAXIMUM PVB INTERLAYER. G. 1M6' LAM] IS: (1) LITE OF 1/8' HEAT STRENGTHENED GLASS, AN AIR SPACE AND 5M S' LAMI CONSISTING OF (2) UTES OF 1/8•ANNEALEO GLASS WITH A .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. H. 13116' LAMI IG: (1) LITE OF 118'HEAT STRENGTHENED GLASS, AN AIR SPACE AND 516' LAMI CONSISTING OF (1) LITE OF 1/8• ANNEALED GLASS AND (1) LITE OF 1/8' MEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEXMEFPSAFE MAXIMUM PVB INTERLAYER. 1. lWl6' LAMI IS: (1) LITE OF 1/8• HEAT STRENGTHENED GLASS, AN AIR SPACE AND 5/16' LAM] CONSISTING OF (2) LITES OF 1/8• HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/IMEPSAFE MAXIMUM PVB INTERLAYER. J. 13116'LAMI IG: (1) LITE OF 11W HEAT STRENGTHENED GLASS, AN AIR SPACE AND 711W LAMI CONSISTING OF (2) UTES OF WIV ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLMUKEEPSAFE MAXIMUM PVB INTERLAYER IL 13116' LAW IS: (1) LITE OF 11W HEAT STRENGTHENED GLASS, AN AIR SPACE AND 716* LAMI CONSISTING OF (1) LITE OF W16' ANNEALED GLASS AND (1) LITE OF W16' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB. L 13/16• LAMI IS: (1) MITE OF 118' MEAT STRENGTHENED GLASS, AN AIR SPACE AND 7/16' LAMI CONSISTING OF (2) LITES OF 3116' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACTE OR SAFLEXIKEEPSAFE MAXIMUM PVS INTERLAYER ®M. 13/16' LAMI IG: (1) LITE OF 1/8' ANNEALED GLASS, AN AIR SPACE AND 5/16- LAM] CONSISTING OF (2) LITES OF 1/8• ANNEALED GLASS WITH AN .090 DUPONT BUTACTE OR SAFLEXIKEEPSAFE MAXIMUM PVS INTERLAYER 2. CONFIGURATIONS: 'Or (1/1, VIEW AND RADIUS TOP, ALL WILOW OR HIGH SILL OPTION) A3. DESIGN PRESSURES: (SEE TABLES, SHEETS 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 130602. 4. ANCHORAGE: THE 33113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS B THROUGH 11 FOR ANCHORAGE DETAILS. S. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. AT. REFERENCES: TEST REPORTS FTL4645, FTL4636, FTL4647, FTL-4M. FTL-0849. FTL4650, FTL4651, FTL4723, FTL4957, FTL4958 AND FTL5083. ANSVAF&PA NDS-2001 FOR WOOD CONSTRUCTION ADM-2000 ALUMINUM DESIGN MANUAL 8. SERIES/MODEL DESIGNATION SH700. ALSO REFERRED TO AS SH701. 9. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY A HURRICANEZONE(HVHZ). MWXim Mp1(0A9,ML 4 anm I WSJ 1 111 1 400M NOA DRAWING MAP SHEET GENERAL NOTES ............. 1 GLAZING DETAILS _----- _.. 2 DESIGN PRESSURES ...... 3 ELEVATIONS .......... ......... 4 VERT. SECTIONS .......... 5 HORM SECTIONS._.._.... 5 PARTS LIST. ........... _......... 6 EXTRUSIONS .............. ..... 7 CORNER DETAIL .......... ... 7 ANCHORAGE ............ ....... 8.11 FRODUC7RUV156D w PWM.p M1eLyya ftwb'Cade A.vawaw -03 ,06 D'P �201! Ig M Ho44L Gmk PE FE KNII2 smmdr 1? NOM GLASS BITE O w.t14 or tR 1/8-ANNEALED OR HEAT STRENGTHENED GLASS D80 SOLUTIA OR DUPONT PVB INTERLAYER U8' ANNEALED OR HEAT STRENGTHENED GLASS &IS' NOW 6/16' LAMINATED GLASS t , 12'NOM. GLASS BITE A NOTE: - LAMI IG OUTBOARD L1TE5 MAYBE UPGRADED TO 3/18'YATH NO CHANGE IN DESIGN PRESSURE 12'NOM. GLASS BITE aEXTERIOR INTERIOR (ALLSECRDNS) 3116' ANNEALED OR HEATSTRENGTHENED GLASS .M SOLUTIA OR DUPONT PVB INTERLAYER 3116' ANNEALED OR HEAT STRENGTHENED GLASS 7116' LAMINATED 7116' LAMINATED GLASS 12' NONL GLASS BITE ® 2i6D11CrAEYMpD '88 or 92 89,90 or 91 �r .W m,TT.1r 70 70 er .o //8' ANNEALED OR HEAT STRENGTHENED GLASS 3/16'ANNEALED OR HEAT STRENGTHENED GLASS .080 SOLUTIA OR DUPONT PVB INTERLAYER .OBO SOLUTIA OR DUPONT PVB INTERLAYER 1/8' ANNEALED OR HEAT STRENGTHENED GLASS 311W ANNEALED OR HEAT STRENGTHENED GLASS MR LAMINATED 7/16'LAMINATED AIR SPACE AIRSPACE 1/8'ANNEALED OR HEAT STRENGTHENED GLASS® 1/8'HEAT STRENGTHENED GLASS 141311WNOM. 1flH6' NOM. 13/16' LAMI IG GLASS W/ 5/16' LAMI 13/16' LAMI IG GLASS W/ 7/16' LAMI = ,amTaifAOpYgUVE GLAZING DETAILS l "'�j nnsw a neus2 roaaawnLa GLt49 eum /GNOTE xaml�, R.Wl6 ifxTeND O`IANDE T/8898:ET PABQ1t1®ALUM. SINGLE HUNG WINDOW, IMPACT Ra.,LdM,PE YI,OS J.A 1240/ IIO01�.0.21T� Wob&Bae. �rYne �.,e sirr T£aF181,2 &OW Fi6l 2 - 11 (040,W B yy„y� 1H-FLANGEOR QiTEGRALfIN WINDOWS WI HIGHSRL OPTNN4� - BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH GLASS TYPE 6T 66' GB' I70'I 7T' I 74' --TABLET: I76' 48' A.B,M A -80.0 .80.0 +80.0 1 -80.0 1 +80.0 -80.0 1 -80.0 1 -SX0 1 +BOLO 1 -80.0 1 +S0.0 1 .0 5w A,B,M A +SO.0 430.0 +MO -80.0 -80.0 410.0 +SD.D -80.0 +80.0 410.0 t80.0 52" A.&M A t80.0 A0.0 +80.0 -8&0 -80.0 -8&0 -80.0 -80.0 -78.8 -78.8 -77.3 -77.3 1.75.91 -75.9 53118' A,B,M +SOLO A0.0 s796 -79.6 +7&2 78.2. +76.9 -76.9 +75.4 -75.4 +74.0 .74.0 UP TO 53I C,D,E,F,G,H,LJ,KL +80.0 L+ + -W.0 I+80.0 I -S0.0 I +80.0 430.0 I +80.0 1 .80.0 I+BOLO I 410.0 STANDARD VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/HIGH SILL OPTION & BASED ON FLANGED WINDOW TIP-T0.TIP FRAME DIMENSIONS WINDOW HEIGHT IN GLASS TYPE 3818' 44' S0518' 63' 72' 1 74' TABLE 2. 1 76' 48" A,B,M ♦80.0 4)0.0 -80.0 -80.0 +80.0 410.0 +BOLO -SOLO +70.0 -70.0 +70.0 -70.0 +70.0 .70.0 50" A.B,MA +80.0 -00.0 +BOLO -80.0 +80.0 A0.0 +79.9 -79S +70.0 -70.0 +70.0 -70.0 *70.0 -70.0 ST' A,B,MA -80.0 -80.0 +80.0 A0.0 -80.0 -80.0 +76.9 -7&9 +70.0 -70.0 +68.8 88.8 +67.6 67.fi 53 718' A,B,M +80.0 80.0 +80.0 4I0.0 +80.0 -80.0 +75.0 -75.0 -68.0 -68.0 +66.7 E6.7 +65.5 4i5.5 UP TO 53118 C.O,E,F,G,H,I, I K,I +80,0 A0.0 a80.0 -BOLO +BOLO A0.0 +BO.Dj-BOLO +70.0 -70.0 +70.0 -70.0 s70.0 -70.0 CUSTOM VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS Wl HIGH SILL OPTION& TABLE 3. BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WINDOW HEIGHT MINDS SASH HEIGHT (MAX. WINDOW HT. W/ SASH = 76' FLANGED AND 75- INTEGRAL FIN) WIDTH I GLASS TYPE 171/8' 2211/16" 25116- 3314' 1 395/16' 4413118' 1 SOWS' 015116' 53 v8' D,E, F,J,K,L •BOLO EQO +BOLO . -BOLO +BOLO 14X1.0 +BOLO -BD.O N0.0 -]0.0 +70.0 -70.0 *]0.0 -10.0 +70.0 1 -70.0 GLASS TYPES: TEST REPORTS TABLE 4. FTLA647, 4608, 4723, 4957 B.5/1fi'LAMI-(7/8'A..090.LB-NS) _-__- FTL-0647. 4648 C. 5116 LAMI-(1/8'HS,.090,118'HS) FTL-0647, 4648 D. 7/16' LAW -(3/16'A,.090, 3/16-A) FTL-0645. 4885 E. 7/16' LAMI-(3/1fi`A,.090, 116'HS) FiL-0645 F. 7116'LAMI-(116'H5, _090, 116'HS) _ -_ -- � FTL4695 G. 1116' LAM] IG-118'NS; A07 SPACE. 5l16' LAMI-(7/B'A,.090,1/8'A) FTL-0646, 4723 _ H. 13/16-IAMI IG-11FHS, AIR SPACE. 5116'LAMI-(1JS'A..090,1/8-HS) FTL4W ---- I 1116'LAMI IG-1B'HS,AIRSPACE, 116'LAM] -(1/8'HS,.O9gV9-HS)-_------ J.13116'LAMIIG-1/8'HS, AIR SPACE. 7116'LAMI-(116'A,.090, 3/16Aj - - FR-0649, 4650 _�_---- K. 13116'LAMI IG-1l5'HS, AIR SPACE, 7/1fi'LAMI-(3116'A..WQ3IWHS) _ FTL-4649, 4650. 4958 ---_ L 13116-LAMI IG-1/8'HS, AIR SPACE , 7116-LAM] -(3116-HS,.090, 3/16'HS)------FTL4649,4650 ----- M. 111S' LAMI IG -11S'A, AIR SPACE, 5116- LAMI - (1/eA,.090, 7/9-A) --- - FTL5063 - -- - _--- MEETING RAIL Hf. 1 x T "O' HT, MEETING RAIL H �A w HT. -O• MINUS SASH HT. HT. I MEETING RAIL ` L-X- -1 m NOTES: 1. WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF+64.0 PSF OR LOWERAS SHOWN IN THE TABLES. NEGATIVE DESIGN PRESSURES ARE UNEFFECTED, 2. FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING V FROM THE FLANGED TIP -TO -TIP FRAME DIMENSIONS. & 3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 SIB' MINIMUM TO 3W MAXIMUM. A P6Gaft® t9m1Et(Rf{?i4 SR74D I N S 1 3 r 11 IGBDUCIBLVlSPD �7bM.urltuii QWdk,OWw Z,4 D lZAH Haan 53118• MAIL FLANGED WIDTH 5211P MAX I.F. WIDTH A 49 518' MAX FOXED DLO (ALL) O ' I7s, O F. O � HEI`+Hf A =ULU I -MAX TABLE x / uSASH (MAX) 48114•MAX TENT DLO (AL DETAILA 1/1 DETAIL B VIEW (STANDARD SASHI B E� 75' MAX. 17s- SEE DLO HE EJ HEIFI TABLE O I ® SEE 0 TABLE (' O 76' MAX I FLANGED F L L[ • HEIGHT I I SEE DLO TABLE X j SASH SEE DLO TABLE: X j SASH HEIGHT �� HEIGHT e .DETAIL D DETAIL E VIEW (CUSTOM SASH) RADIUS TOP (CUSTOM SASH) NOTES: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2. SEE SHEET 7 FOR CORNEROETAIL VIEWS. 3. SEE SHEETS 8 THROUGH 11 FORANCHORAGE INFORMATION. A 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B & PARE BASED ON ATHREE OVER TWO FORMAT. A PA.fX4f16A m - If[.vn MX0149,R5{L4 TRdbb Bsco r+r 9OR1 X j DETAIL C VERTICAL DAYLIGHT OPENING DETAIL FIXED LITE LOW SILL I HIGH SILL A 34112• 343116' B 4150 1 411/4' C 41114° 1 4071V D 52 5/8' 52 11116" E 521/4'1 525/16- SASH DETAIL LOW SILL HIGH SILL A 3412' 343/16' B 277/16' 27 1/8' C 27 7116' 1 2711V -D 163/8' 15314- E 163/8' 75314' TABLE 5. IF. HEI HT Al 78' MAX FLANGED HEI HT SIE NO E4 Ha,9�ullcrn[vuFD Iqr� nM1eTrir wB�gcros � N�eee 11�eX ffoMlL Oeik PE PE RtP717 SEums� FIXED UTE DAYLIGHT OPENING OUTSIDE VENT DAYLIGHT v (LOW SILL) SEE NOTE ABOVE K 1 ULTRALIFi NOTE: BALANCE PARf5 USED ® BASED ON SASH WEIGHT 9,10,11,15,16 110 .; IMAX. FIXED LITE DAYLIGHT OPENING— —+] MAX. WIDTH SECTION A -A INTEGRAL FIN Q.F.) FRAME SECTIONS A INSIDE 47 50 2.946 Sill 2. 30 W LT 1 51 HIGH SILL 48 LOW SILL HEAD I-� JAMB OUTSIDE _ — n — — — 68 ALF. FRAME} PAm&a NgtDEOg Rift. (HIGH SILL) 54 12 ULTRALIFT ONLY ILUM. SINGLE HUNG WINDOW, IMPAC — paaoucrAevuFo .veCbbe.ai.Irr� malac.� ArapmaW - ou� �2DTl � PMeRuas� BaOmfLCbh, p.E PERii)f2 iOuiiY onemll4a 11q➢1®,0.ft>74 -ffEIN. -OPJGO I- - - _DESCRIPTION- - PGTN 60 1635 SCREEN SPLINE-.135 DILHARD 61635K 61 SCREEN CLOTH 61816 63 WS GLAZING CHANNEL (JOBS X 400) 6533402 84 1151 06 X1.000 PH. BUGLE TEK 706)(1 67 GLAZINGTAPE, 1M6Xl2-7n6LA1N 62BVIS10 68 4051A SASH 60TTOMRAIL(HIGH SILL) 64051 69 4050A FLANGE FRANE SILL (HIGH SILL) 64050 70 SILICONE, DOW899,995 OR C-OUN. 80 AGLASS. 5A 6- LAM.(1/8A.090 PVB,I/BA) 81 B. GLASS. Sn6- LAAN. 018°A.090 PA,1/8-HS) 82 C.GLASS. fin 6- LMf,(1B'HS.090 PVB,1B'HS) 83 D. GLASS, 7/1fi LAM, (1BA.090 Pv$118-A) 84 E.GLASS, 7/16°LPM,(1/8A.090 M.118-HS) 85 F.GLASS,7n6-LAM,(1/d'HS,.0WPVB,1/8°HS) 86 G. GLASS. lM6'LPM IG; 1/8'HS, AIRSPACE. 5/16- LAM,(1/8A.090 P48,1/B°A) 87 H. GLASS, 13n6'LAN IG; IISHS,AIRSPACE, 5/16-LAM. (1/8-A.090 PVB,118'HS) 88 1. GLASS, 13116' LAN IG; 118'HS, AIR SPACE, 5n6' LAM, ("HS,.090 PVB,1I8'HS) 89 J. GLASS. 13/16'LAM IQ IMM. AK SPACE, 1116'LPM,(3/i6'A.090 PV$3n6-A) 90 K. GLASS, 13/16' LPN IG; 118-HS, AIR SPACE, 7/16' LPM, (3n8 AA90 FV3,3/16'HS) 91 L. GLASS, 13/16'LAN IG; I/B'HS,AIRSPACE, 7n 6LAM,(3n6i1S,.090P19,3n6-HS) 92 M.1A i 13/11 -I' WALAIRSPACE,5116-LAM,(1/8A.090PVBJTA) 1--2 .04j 0 47 FRAME, I.F. HEAD Al# 71A, 6063-T6 ® 48 FRAME, I.F. LOW SILL #4072A 6063-T6 THICKNESS FRAME, I.F. JAMB 49 FRAME, I.F. HIGH SILL ®50 =0748, 6063-T8 ® 64073A 6063-T6 (USEDAS RADIUS TOP HEAD) 6 • 11 HIB0uCT9F19FD m'bft ftnm1Y Nm,cw. bm Iu _ 2 O6 6� zai H®. e„aae 2.784—1 1�0 II .002 O FLANGE FRAME HEAD #40D2)L 6063-TS O FLANGE FRAME JAMB #4004. M0 TS (USED AS RADIUS TOP HEAD) --(� 81�.3142 I�— .062 II _ j1�11j55 hLiUJL 1 F-TIM- 2830 F--v6a� O FLANGE FRAME SILL (LOW) # GC, 6063-T6 1 F-1.513—{ .T38 04 .062 .490 .0 �1.451�-I OSASH STOP O SASH STOP COVER #4025, 6063-T5 17 #4053, SD63-TS 2.326-- �22]9—+4 7 1I1 17 f —1 062 .979 asz 21 FIXED MEETING RAIL pS SASH TOP RAIL #4054A. 6063HD-T6® #4006C. 6063HS-T6 i2.784—+4 69 FLANGE FRAME SILL (HIGH) #40504, W63-TB IMF. FRAME® VIEW D-D VIEW E-E (111& VIEW HEAD B SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) FRAME CORNER CONSTRUCTION --1 1.165 r-- r—� 6l8 .062 i GLAZING BEAD, 41 #4639B,8063-T5 ISSASH SIDE RAIL #4008. 608 T5 28 SASH BOTTOM RAIL(LOW) #4007, 6063-T5 66 SASH BOTTOM RAIL (HIGH) 04051A. 6063•TS vo epxl® M3fp6, 0.11xn O50 6666'i Jb78 1.098 +--_-IT ISGLAZING BEAD 7/16" 04222.6083-TS I .050--•-.678 I1 1.115�-�I 7 45 GLAZING BEAD. 7/16" 9985C, 6083.T5 (USED W/ GRILL KIT) I -6�T 42 GLAZING BEAD, 5116" #40446,60 T5 (USED W/GRILL KIT) .683 7 • 11 40" BOSS (2) PtgIDUCT RE4M1Si.0 IlWdl,C� nr.rrw 0 �j/ r.es1 v6ryrlx swm.a ANCHOR QUANTITIES FOR IM FLANGED WINDOWS- _ .TABLE 6. WINDOW HEIGHT SUBSTRATE: 28.603 34.fiO3 40.603 411603 52.603 58.603 64.603 76.000 ANCHOR WPIDOW TYPE: GLASS p NQQOa�.-�Hp U U p NZ_zN U U p U U Z�ZO1-ONZ�'m p U U p U Z U Zn p U Z U Z.n p NU'O U U pZ. U NU'a U WOJTH TYPE j p V U U g U U� U U�3N0 () 0^U� �Q C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 i 1 1 19.125 HAJ,K,L 1 2 1 1 1 1 1 2 1 1 1 2 2,2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 1 3 2 2 1 3 3 ARM 1 2 1 1 1 1 1 2 7 1 1 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 3 C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 7 1 1 1 1 1 1 1 H,IAKL 1 2 1 1 1 2 1 2 1 2 1 2 2 2 1 2 2 2 2 2 2 2 7 1 1 24.DD0 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 2 3 3 3 2 2 3 3 1 1 1 1 1 7 1 1 1 1 1 1 AB,M 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1 1 2 1 2 1 2 1 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2.2 2 3 2 2 2 3 3 3 2 2 3 3 C,D,E,F,G, 1 1 1 7 7 1 1 i 1 1 7 1 1 1 1 2 1 1 2 1 1 2 1 1 32.000 H,IAK- 1 2 1 2 2 2 2 3 1 2 2 2 2 3 1 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 3 3 2 2 3 3 3 4 3 2 3 3 3 4 3 3 4'4 AB,M 7 7 t 7 1 7 1 1 7 t 1 7 t 1 t 1 1 t 1 1 1 1 1 1 1 2 1 2 2 2 2 3 1 2 2 2 2 3 7 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 3 3 2 2 3 3 3 4 3 2 3 3 3 4 3 3 4 4 2 1 2 2 1 2 2 1 2 2 1 2 STOOD H.4J,K,L 2 2 7 2 2 2 p 3 7 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 2 3 2 3 2 3 3 4 2 3 3 3 3 4 3 3 3 4 3 5 3 3 4 4 AB,M 1 1 1 7 1 1 2 1 1 2 1 2 2 1 2 2 7 2 2 1 2 2 1 2 2 2 1 2 2 2 2 3 1 2 2 3 2 3 2 2 2 3 2 3 PSF 79 40.000 C,D.E.F.G, H,IAK,L 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 21 12 2 22 3 22 2 32 3222 3232 3232 4 2 3 333423 343 533 34453344 AB,M 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 2 3 2 2 2 3 2 3 2 2 2 3 2 3 2 3 2 3 2 4 2 3 3.3 3 4 2 3 3 4 3 5 3 3 3 4 4 513 314 4 PSF 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 44.000 H,I,J,K,L 2222222322 232322 33242333342 2 2 2 2 3 3 3342 3 343 53 334453445 2 2 2 2 2 2 2 2 2 2 2 2 AB,M 2 2 2 2 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 3 2 3 2 2 3 3 2 4 2 3 3 3 3 4 2 3 3 3 3 412 313 4 3 5 3 3 3 4 4 5 3 4 4 5 PS 79 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 48.000 HAJ,KL 2222 2 223222 33423 333423343423 343 533343 53 34 54 6345.5 2 2 AB,M 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 1 2 1 2 2j2 2 2 2 2 2 3 2 2 2 3 3.4 2 3 3 3 3 4 2 3 3 4 3 4 2.3 3 4 35 3 3 3 4 3 5 3 3 4 5 4 63 45 5 PSF 72 79 79 C,D,E,F.Q 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 3 3 2 53.125 H,(J,K,L 2 2 2 2 2 2 2�3 2 2 2 3 3 4 2 3 3 4 3 4 2 3 3 4 3 3 4 3 3 3 4 3 5 3 3 4 4 4 6 3 4 4 5 4 6 3 4 5 6 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 A.e : AB,M 2 2 2 2 2 2 2 3 2 2 2 3 3 4 2 3 3.4 3 4 2 3 3 6 3 4 3 3 3 4 3 5 3 3 2 4 4 3 4 5 2 3 3 2 4.5 3 4 6 2 3 4 3 4 5 Norm K1 4 1. ANCHORTYPES: 1-iM'ELCOTAPCONS 2 -114' ELOO SS4 CRE1E+7EX ® 3-M2SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS HEAD -1S 1Q' MAX. FROM TOP CORNERS JAMBS- 171Q' MAX. FROM TOP CORNERS IS'MAX FROM BOTTOM CORNERS 6' MAX. BELOW MTG. RAIL ® SILL -ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE2 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1' LESS. 5. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE. THE MAXIMUM DESIGN r— AND GLASS AVAILABLE. (FULL DP) HEADq JAMBABOVEMTG. RAILJN BBELO MfG RAL S1pW NISI 8 -111 40460 MUUCTREYLIFD Aae,uxew .Oy ML Ue4: P.vLn AaMrtl.OeM, P.E PEpW12 S41a>rY ANCHOR -QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLES WINDOW HEIGHT SUBSTRATE: =OR 29.655 37.155 44.6W 52.155 59.655 67.155 74.665 76.000 TYPE. ❑ (Vg o NO�O o ❑ NANO`-O 0 0 0 yip 0 NO�ONQ 0 ❑ o NO o �OayQ ❑ 0 NO 0 —Dry-g o U NO�'ON'p U o 0 NQ"04 0 o QN0�0 U o W7JOOW GLASS WIDTH TYPE 3 ❑ c1 �j 0 U $ O 0 rj 0 0 5 0 0 3 U o $ U 0 0 0 C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 19.125 H,IdAL 1 1 1 1 1 1 2 2 2 1 2 21212 2111212 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 3 2 3 2 21213 2 AB,M 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 2 2 112121212 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 3 21312 2 213121 PSF 79 QD,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 24.000 H,L{KL .1 11 1 1 1 1 2 2 1 1 2 21212 2 21212 2 2 2 212 2 2 212 2 3 2 3 2 2 2.3 2 3 2 2 2 3 2 312 2 2 3 2 ABM 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 111 1 1 1 1 2 2 1 1 2 2 2 2 2 2 212 212 212 212 2 2 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 2 3 2 2 2.3 2 PSF 6B 77 C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1L312 1 1 1 1 32.Crq H.I,J,K,L 7 1 1 1 1'1 2 2 2 2 2 2 2 3 2 2 2 2 3 3 2 2 3 3 3 3 3 2 3 3 3 3 2 2 3 3 4 4 3 4 3 3 2 4 3 A,B,M 1 1 1 1 1 1I1 11 2 2 2 2 11 2 2 23 1 2 2 1 22 2 3 3 1 2 2 1 3 3 2 3 3 1 3 2 1 3 3 1 3 3223 1 1 3 1 4 3 11�1 4 3 4 3 3 2 4 3 PSF 59 67 79 37.000 C,D,EAG, H.W.K,L 1 111 1 1 1 1 1;1 2 2j2 1 2 21212 2 2 3121212 2 3 3 2312121 2 3 3 2 3 3 1 3 3 2 4 3 2 3 3 i 3 2 2 3 3 1 3 24 2 3 A,B.M 1 7 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 M32143 1 2 1 7 1 1 1'1 2i2 2 2 2 2 2 312 212 3 3 312 213 3 3 313 314 3 3 3 3 2 3 3 PSF 54 79 62 79 C.D,E,F:LG 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 23132 2 2 2 2 2 2 2 40.000 H.I,J.K.I 111�11'12i2222.2232233332233433343333343443343443353 A,B,M 2 1 1 2 1'1 2 1)1 2 212 2 2 2 2 2 2 2 2 3 2 2 2 2 3 3 2 3 3 2 2 2 2 3 3 2 4 3 2 3 3 2 4 3 2 3 313 2 314 2 3 2 4 413 2 314 2 3 2 4 413 2 315 2 3 PSF 49 1 79 56 79 79 44.000 C,D,E,F,G, H•I,J,K,L 2 111 2 1 1 2 1i1 2 212 2 2 2 2 2,2 2 3 3 2 2 2 2 3 3 2 3 4 2 2 3 2 3 3 2 4 4 2 3 3 2 4 3 2 4 4 2 3 3 2 4 3 2 4 4 2 3 3 2 4 3 2 4 4 2 3 3 2 5 4 AB,M 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 III 1{1 1.1 2 2 2 2 212 3.3 2 2 3 3 3 4 2 3 3 3 4 4 3 3 4 3 4 4 3 3 4 3 4 413 314 3 4 413 315 4 PSF 45 74 51 74 79 79 46,000 C,D,E,F,G, HIAKL 2 �11 2 j'� 2 j 2 2 2 2 2 2 2 2 2 2 3 3 2 2 2 2 3 3 2 3 4 2 3 3 2 3 3 3 4.4 2 3 3 2 4 4 2 4 4 2 3'3 2 4 4 3 4 4 2 4 3 2 5 4 3 4 4 2 4 3 2 5 4 a,B,M 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 1111111!1 2I2222L23�322 333:4 333 3 43413 344 4433444443544443 5.4 PSF 41 67 46 67 76 79 L53125 C,D,E.F,G, 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 H,I,J,K,L j 1 1 1 1{1 2�2 2 2 2 2 313 3 3 3 3 4 4 3 3 4 4 4 4 3 3 4 4 4 413 3 4 4 5 5 4 3 5 4 5 5 4 3 5 4 AB,M 2 2 _2 2 2_ 3 2 2 3 2 3 3 2 3 3 2 2 3 2 3 3 2 3 11�2 1 1 111 1 1 2T2 2 2 212 313 3 3 3 3 4 4 3,3 4 4 4413314414413 3 4.4 5 4 4 3 5 4 54 4 315 4 PAI,gx1® ILYa M, 4 anao I Ms 1 9 . 71 1. ANC14ORTYPES: 1-114'ELCOTAPOONS 2- tA' ELCO-RU CRETEFLEX ® 3-012SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD -18 Ur MAX FROM TOPCORNERS JAMBS -17 Ur MAX FROM TOP CORNERS IS' MAX. FROM BOTTOM CORNERS 6' MAX BELOW MTG. RAIL ®SILL -ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF Q,QNOTE 2. 4`.'4ABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1' LESS. ®DESIGN PRESSURE LIMITATIONS: S¢E BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE OUANRTY OF ANCHORS SHOWN IN BOW. OTHERWISE. THE RESPECTIVE SIZE AND GLASS TYPE AVAILABLE. IL TABLE KEY: /YLIMTED7 777 7AoouClpLvIYD HEAD 3 eMa.ur�rl► WE ABOVE 3 3 A..w�w� - •ff- frG. RAIL i 1 JADE BELOW Mir: e7mlvf NTTG. RAIL JAMB ABOVE 2 2 MTG. RAIL JAMB BELOW /%�� MTG. RAIL 1 DARD VIEW YLC.-ZrP N, IMPACT 4 4040.28 B st m ANCHOR QUANTITIES ABOVE MEETING RAIL EAD&JAMBS-CUSTOM FLANGED WINDOW HEIGHT ANUS SASH HEIGHT WINDOW FROMTABLE HEIGHT MINUS SASH HEIGHT TABLET B. SUBSTRATE: 17.125 22-668 1_ 28211 33.756 39296 44.639 50,362 55.BL5 ANCHOR WDTH TYPE: TINE ❑ 5 ❑ O U 00 5 ❑ O O U ❑ g U U ❑ U ❑ O tiZ�Z+!pOp U UN5 ❑ U Nz_zt'LOpNZ_zzt ❑NS ❑ ❑ O ❑L19.125 UF21 USOt•FONOz�z0N0 OON;Nz_z OLF.J, 1 1 1 1 1 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1111 2 2 2 2 3 1 2 3 11K 3 3 3 24.DDO ,.F.J.111111111 12 2 2 2 2 2 2 2 3 3 2 3 3 1 2 3 3 1 3 1 4 32.000 ,E,F,J. 11 1 1 1 2 1 2 1 2 2 3 1 2 1 3 2 3 1 3 1 3 1 3 1 2 1 3 1 4 1 3 11 4 5 1 3 1 5 PSF 79 37.000 O.EF,J K,L 1 1 1 1 1 1 2 2 1 2 2 21 3 2 2 3 2 3 1 3 2 4 2 3 1 3 2 3 2 4 1 3 2 4 2 5 1 4 2 5 2 PSF 79 79 79 79 40.000 D.E.F,J. N.L 2 1 2 2 1 1 2 2 2 2 2 3 2 3 2 2 4 2 3 2 4 2 4 2 3 2 4 2 2 4 3 2 5 2 2 4 4 2 5 2 5 2 4 2 6 2 2 3 P" 79 T 76 79 77 79 79 79 «n3�3 O, E. F.I, L 2 I 1 2 I ] t i 79 70 3 I 1 2 7 2 2 , _ I 2 3 7 ' 2 << 2 2 4 2 3 2 5 2 < 2 3 2 5 2 5 2 C 2 2 5 2 < 2 6 J PSP ]8 i9 ]9 ]1 79 73 76 <8.000 O,E,F,J. KL 2 1 2 1 2 1 2 2 2 2 2 2 2 3 2 3 2 3 3 4 2 4 2 < 2 5 2 4 2 5 3 5 2 4 2 6 3 5 2 4 2 6 3 6 2 5 2 6 PSF 71 79 67 71 79 sQ 74 66 77 69 69 53.125 D.E.F.J, K•L 2 7 2 1 2 12 2 2 2 2 2 3 3 2 3 2 3 3 d 2 4 3 4 3 5 2 4 3 5 3 6 2 5 3 3 6 2 6 3 7 3 6 2 5 3 7 6 ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT. TABLES. SASH HEIGHT SUBSTRATE. 12.776 15.776 18.776 21.776 24.776 27.776 30.776 31.106 ANCHOR E. WINDOW WmTH P "ppo " 3 ni-i nOOp N 5 Ni�znopN u c0i N 3 z_ u in u OOpN N 5 8^ u z.?pop V P N 5 o N z� <Oi u z�+ u ❑ OONz,.z�?popNz N p o <Oi o U ❑ N S u <0.' o z�+pp0 ' <� ❑ N S o Nz�z u u c0i 19.125 1 1 1 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 24.ODD 2 1 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 32.000 2 1 2 2 1 2 2 1 3 2 F 2 3 2 1 3 1 3 1 2 1 3 1 3 11 2 11 3 1 4 11 2 1 3 1 4 1 2 1 3 37.000 79 2 1 2 2 2 2 3 2 3 3 2 3 3 3 3 3 3 3 4 3 3 4 3 4 40.000 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 3 4 3 4 4 3 4 44.000 68 78 2 2 2 2 2 2 3 2 3 3 3 3 4 3 3 4 3 4 5 3 4 5 3 4 48.OD0 63 72 79 2 2 2 2 2 2 3 2 3 4 3 3 4 3 4 4 3 4 5 3 0 5 3 4 53.125 73 3B 66 72 2 2 2 2 2 2 3 3 3 4 3 4 4 3 4 5 3 4 5 3 5 5 3 5 1. ANCHOR TYPES: 1 THE FOLLOWIING HEAD- IS 12'MAX FROM CORNERS JAMBS- 1712' MAX FROM TOP CORNERS 11 12' MAX ABOVE THE MEETING RAIL 6' MAX BELOW MTG. RAIL IS' MAX FROM BOTTOM CORNERS SILL -ANCHORS NOT REQUIRED 3. DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM ® VIEW WINDOWS FROM TABLES 7. AND B. USING THE DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7. FOR ABOVE THE MEETING RAIL AND TABLE 6. FOR BELOW. 4. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW ® WINDOWS ARE 12%' MW. TO 36' MAX TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRALFIN DIMENSIONS ARE 1' LESS. 6. DESIGN PRESSURE LIMITATIONS: ® SIZE BLOCKS OF THE ADJACENT TABLE WITH A SOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM OESION PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN SOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSUREFORTHE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. ® TABLE 7. KEY: MAX PSF (DP LMTED1 112 HEAD"2 JAMBABOVE 2 MTG RAIL (FULL D71 HEAD[ 2 4 JAMB ABOVE 4 rRO611CTRMYP MTG. RAIL aMw+nr71.HY Am�pv.aK Z .OG 72D11 ® TABLE 8. KEY: try wl= Jtxr.me 0 :.n MAY PRF JAMB BELOW MFG. RAIL B BELOW WrG. RAIL —1 PA Y�Dtt>e ^��.. �•+. ,a• r.. w.y nnrnt.l IFa4LPPI.PE xoruma�. ��' 1iOW AI%S f0 + f1 �~40W,2D B P6nw+: sm.mr NTERIOR INTERIOR ® ALL HEADAND SILL OETA CONCRETE ANCHOR 3.35 KSI MIN. CONCRETE (SEE NOTE 183) ® 2x WOOD BUCK A(SEENOTE4) .• 1 3AI'MIN., 1/4'TAPCON® 1-3/4' MIN., 1/4' CRETEFLEX NOTE 4) SHIM DETAIL A DETAIL B TYPICAL FLANGED HEAD ANCHORAGE J 1. FOR CONCRETE APPLICATIONS IN MLAMI43ADE COUNTY. USE ONLY MIAMI-DADE COUNTY APPROVED I/4' ELCOTAPCONSOR I/4'SS4CRETEFIDL MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS I a4'. ANCHOR 2. FOR WOOD APPLICATIONS IN MIAMMADE COUNTY. USE#12 STEEL SCREWS(GS) OR DTE 283)A IWSS4CRETEEUEX 3. FLAT HEAD ANCHORS, WHERE REQUIRED. MUST RAVE M2 TMMFIT HEADS. 4. WOOD BUCKS DEPICTED W THE SECTIONS ON THIS PAGE AS Ix ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 112'. 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE 13/B' INSTALLED DIRECTLY TO SOLID CONCRETE WOOD BUCKS DEPICTED AS 2x ARE I lr' MIN. ® THICKORGREATER INSTALLATION TO THE SUBSTRATE OFWOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BYAUTHORITYHAVING JURISDICTION. 5. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL SEA MINIMUM STRENGTH OF T5 1/P 606 AND A MINIMUM OF I/8'THICK THE ALUMINUM STRUCTURAL MEMBER SHALL BE MA% OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHIM SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THEANCHORSHALLBEA#12 SHEET CONCRETE ANCHORho 1� III FHBELOW MEETING 1 ♦♦ � RAIL (SEE NOTE 1 83)A II' OR1.3.35K51MIN.C. CMU E FOR 1.5 KSI MINA n Ix BUCK OPRONALWITH SOLID CONCRETE 2x WOODBUCK SUBSTRATE (SEE NOTE 4)A (SEENOTE4)A DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE ,1 /4' .131' DIA N x 212'NI AT CORNS AND 5' C SHIM DETAIL F. (HEAD) METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET. THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY BE USED. A FLANGEO FRAME COMPONENT MAY BE SUBSTITUTED FOR AN 1':TEG^AL EI+' FRA'.1E CO'.IPONENT FOR MULLED APPLICATIONS. FOR INTEGRAL FIN TO EFp OVE THE FIN AND ATTACH TO THE In F JdnE LIE.' , -' 4'. ;rp;:,�;.IEANCHORACE RECUIREt.IENT. 5. r t ,REOUIRED AT THE S11-1-OF FLANGED UNITS. .,-,D TO STEP "rEEWS,THAT COME INTOCONTACT t H01HERDISSIMILARMAIERIALS SHALL MEET THE REQUIREMENTS OF FBCCURRENT, EDITION, SECTION 2003.BA (SUPPLEMENT2005). WOOD ANCHOR FH BELOW MEETING® RAIL. (SEE NOTE 2 8 3) INTERIOR (ALL JAMB DETAILS) EXTERIOR SHIM 114' -_ WOOD FRAME MAX. FKBD�TRKV® FRAME �. _ SHIM �2RItlY .131'DIA MIN. �1 x212'NAIL, II I I li 2"MooIfm =+D � - 071Y1 gx AT CORNERS j� I I\ My y�� ANOO.C. 1 S oxt tat _ _ WOOD FRAME AT CORNERS ANDS-O.C. DETAIL E (JAMB) DETAIL G. (SILL) TYPICAL INTEGRAL FIN ANCHORAGE ppp�AL OD PF PE 12 •umxlmu Noml4iFlsm4 ANCHORAGE DETAILS ALUM. SINGLE HUNG MNDOW. IMPACT �B`m" s+#ao NTS 11 • 11 ��(D(B,2p B