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Home My WebLink AboutNOA ALUMINUM SINGLE HUNG WINDOWBUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION SCANNED 13Y . St. Lucie County MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375-2901 . FAX (305) 375-2903 NOTICE OF ACCEPTANCE (NOA) www.buldingcodeonline.com PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AIIJ (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 r d to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series SH-700 Aluminum Single Hung Window - L. g No. - 0, titled "Alum Single Hung Window, impact', sheets 1 through 11 of 11, dated 911106, 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 SmallMissile 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 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 # 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. Co Lx ��r►o �EP1 NOANo. 07-0322.06 Expiration Date: March 23, 2011 Approval Date: June 07, 2007 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS I. Manufacturer's die drawings and sections. 2. Drawing No 4040-20, Sheets 1 through 11 of 11, titled "Alum. Single Hung Window, Impact", dated 9/1/05, 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 10103/06, 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. FTL- 4645, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #05-1018.01) Manuel Per , P. . Product Control E ' er NOA No. 07-0322.06 Expiration Date: March 23, 2011 Approval Date: June 07, 2007 E-1 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 08/11105, 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. FTL- 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 08/11/05, 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, P (Submitted under previous NOA #05-1018.01) Manuel Per E. Product Control E a er NOA No. 07 22.06 Expiration Date: March 23, 2011 Approval Date: June 07, 2007 E-2 n 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 01/05/0.6, 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 03/04/09. 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 I. 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 Contr I Exa 'ner NOA No. - 22.06 Expiration Date: March 23, 2011 E-3 Approval Date: June 07, 2007 I. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 5/16" LAMI CONSISTING OF (2) LITES OF 1/8' ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. B. 5/16" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. C . D. N Fc �CONSISTING LITES OF 3116' ANNEALEDNTR OF 3/16 OBUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. LED GLASS AND (1) LITE OF 3116" HEAT STR LEXIKEEPSAFE MAXIMUM PVB. F. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. G. 13/16' LAMI IG: (1) LITE OF 1/8' HEAT STRENGTHENED GLASS, AN AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. NOA DRAWING MAP H. 13/16" LAMI IG: (1) LITE OF 1/8" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 516' LAMI CONSISTING OF (1) LITE OF 118"ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. SHEET I. 13/16' LAMI IG: (1) LITE OF 118" HEAT STRENGTHENED GLASS, AN AIRSPACE AND 5116" LAMI CONSISTING OF(2)LITES OF 1/8' HEAT STRENGTHENED GLASS GENERAL NOTES ............. 1 WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER_ GLAZING DETAILS ............ 2 J. 13/16" LAMI IG: (1) LITE OF 118" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH A DESIGN PRESSURES....... 3 .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. ELEVATIONS ..................... 4 K 13/16' LAMI IG: (1) LITE OF 1/8" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 716" LAMI CONSISTING OF (1) LITE OF 3/16' ANNEALED GLASS AND (1) LITE VERT. SECTIONS ............. 5 OF 3/16' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. HORIZ. SECTIONS............ 5 L 13/16' LAMI IG: (1) LITE OF 118" HEAT STRENGTHENED GLASS, AN AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS PARTS LIST ....................... 6 WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. EXTRUSIONS.. ®M. 13/16" LAM] IG: (1) LITE OF 1/6" ANNEALED GLASS, AN AIRSPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR 7 SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. CORNER DETAIL .............. 7 ANCHORAGE .................... B-11 2. CONFIGURATIONS: "OX" (1/1, VIEW AND RADIUS TOP, ALL W/ LOW OR HIGH SILL OPTION) ®3. 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 1300-02. 4. ANCHORAGE: THE 33113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. ®7. REFERENCES: TEST REPORTS FTL-4645, FTL-4646, FTL-4647, FTL-4648, FTL-4649, FTL-4650, FTL-4651, FTL-4723, FTL-4957, FTL-4958 AND FTL-5063. ANSVAF&PA NDS-2001 FOR WOOD CONSTRUCTION ADM-2000 ALUMINUM DESIGN MANUAL PRODUCT REVISED me mFlyip2Wil►IkFk us ' 8. SERIES/MODEL DESIGNATION SH70D, ALSO REFERRED TO AS SH701. I"idict Code AaePlsnee No - 03 .06 9. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE• CURRENT EDITION INCLUDING THE HIGH VELOCITY Fkn wIe �)! HURRICANE ZONE (HVHZ). M t,adoed. R NOKOTECHNOLOGY OWE GENERAL NOTES NOKOMIS, FL 34275 t� P.o.sox,sza — ALUM. SINGLE HUNG WINDOW, IMPACT Robert L. Clark, P.E. NOKOMIS. FL 34274 Vidb6 Berger °iY"�'*b — 88it 0 .nv�a I PE #39712 s7- NTS 1 d 11 4040-20 a Structural 1/2' NOM. GLASS BITE fU,OT Or t1; 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PVB INTERLAYER ANNEALED OR HEAT STRENGTHENED GLASS 5/10" NOM. 5/16" LAMINATED GLASS 1 36,87,88 or 9, 1/2' NOM. GLASS BITE 59,90 or 91 1/8' ANNEALED OR HEAT STRENGTHENED GLASS _090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8' ANNEALED OR HEAT STRENGTHENED GLASS 5/16" LAMINATED AIR SPACE 1/8' ANNEALED OR HEAT STRENGTHENED GLASS® 13/16" NOM. 13/16" LAMI IG GLASS W/ 5/16" LAMI B ADD HEM 92 TO &16 LAW J.G. GLASS A.AA 6 LAMI IG NOTE 107NOKOH TECHNOLOGY 279 A NO CHANGE THIS SHUT P.O. eox 1529 �BY Vgnamv NOKOMd.FL3/Z74 I.I 3M. SITE ® NOTE: LAMI IG OUTBOARD LITES MAY BE UPGRADED TO 3/16" WITH NO CHANGE IN DESIGN PRESSURE. aEXTERIOR INTERIOR (ALL SECTIONS) 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" LAMINATED 7/16" LAMINATED GLASS 1/2' NOM. GLASS BITE PRGDUCr RLVL= Baiding! �MIILYeFLfLda Eiplrltloo D�ik D6 3 2cL/ ay m de otLCoohbp,' b 3/16"ANNEALED OR HEAT STRENGTHENED GLASS C 090 SOLUTIA OR DU PONT PVB INTERLAYER 3/16' ANNEALED OR HEAT STRENGTHENED GLASS 7l16" LAMINATED AIR SPACE 1/8' HEAT STRENGTH ENED GLASS 13/16' 13/16" LAMI IG GLASS W/ 7/ 7/16" LAMI 0.7 GLAZING DETAILS -- ALUM. SINGLE HUNG WINDOW, IMPACT Robert L Clerk, P.E. VL{LbFj Better a""° I a.k n.+oN yr Full 2 - 11 4pga20 B PE p38712 Structural 1SED ON FLANGED WINDOW WIDTH GLASS TYPE 48" i4, B, M 50" A,B,M 52" A,B,M 53 118" TO 63 1/8" ,D,E,F.G.H.I.J.K. . �----------- - ---TABLEI.-- -- - - - --\ -TIP FRAME DIMENSIONS WINDOW HEIGHT "0" 66- - 70" 72" 74" 76" 0.0 +80.0 -80.0 +80.0 A +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 HT. MEETING RAIL 0.0 +80.0 �0.0 +80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.0 -79.0 0.0 +80.0 -80.0 +80.0 +80.0 -80.0 +78.8 •78.8 +77,3 77.3 +75.9 -75.9 "X" S SH +80.0 -80.0 +79.6 +78.2 -78.2 +76.9 -76.9 +75.4 -75.4 +74.0 -74.0 0.0 0.0 Z-0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 . +80.0 80.0 STANDARD VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W1 HIGH SILL OPTION® BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS TABLE 2. WINDOW HEIGHT WIDTH GLASS TYPE 38 3/8" 41" 60618, 63" 72" 48" A,B,M+80.0 -80.0 +80.0 -80.o A-880.0 -80.0 +70.0 -70.0 50" ABM +80.0 -80.0 +80.0 -80.0 79.9 -79.9 +70.0 -70.0 A,B•M® +80.0 -80.0 +80.0 -80.0 6.9 -76.9 +70.0 70.0 53118"A,B,M +60.0 80.0 +g00 80.0 75.0 -75.0 +68.0 �8.0' UP TO 63 1/8" C,D,E,F,G,H,I,J,K,L +800 -Z0.0 +80.0 -80.0 80.0 1 -80.0 1 +70.0 -70-0 74„ +70.0 70.0 +70.0 -70.0 +68.8 -68.8 +66,7 �,7 +70.0 70.0 1 76" +70.0 70.0 +70.0 -70.0 +67.6 .67.6 +655 �5.5 +70.0 -70.0 "0" HT. MEETING RAIL -T H CUSTOM VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W1 HIGH SILL OPTION® TABLE 3. BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WINDOW HEIGHT MINUS SASH HEIGHT (MAX. WINDOW HT. W/ SASH a 76" FLANGED AND 75" INTEGRAL FIN) W1 T. WIDTH 53 118'• GLASS TYPE D,E,F,J,K,L 17 V�82�21111 +eo.0 28 31'16" 33 3/4" 39 5M 4413/16" 60 3181, 5515116" ^�" MINUS SASH +80.0 -80.0 +80.0 +70.0 -70.0 +70.0 70.0 HT. HT. MEETING RAIL JASH GLASS TYPES: TEST REPORTS TABLE 4. A. 5/16" LAMI - (1/8"A,.090,1/8"A) ^X" `- _ __ _ _ FTL-0&f7, 4648, 4723, 4957 B. 5/16" LAMI - (118"A,.090,1/8"HS) -L FTL-4647, 4648 C.5/16"LAMI-(1/8"HS,.090,1/8"HS) __ -- FTL-4647,4648 _ ----- D. 7/16" LAMI - (3/16"A .090 3/16"A) - _ FTL-4645, 4885 _ F. 7/1fi" LAMI - (3l16"HS,.090, 3/16"HS) -- - FTL-4645 G. 13116" LAM[ IG-1/8"HS, AIR SPACE, 5/16" LAW - (1/8"A,.090,1/8"A) FTL-4646, 4723 H. 13116" LAW IG-1/8"HS, AIR SPACE, 5/16" LAMI - (1/8"A,.090,1/8"HS) FTL-4646 I. 13/16" LAMI IG-118"HS, AIR SPACE, 5116" LAM] - (1/8"HS,.090,1/8"HS) FTL-4646 J. 13116"LAMI IG-1/8"HS, AIR SPACE, 7/16" LAMI - (3/16"A,.090 3/16"A) _ FTL-4649, 4650 K. 1316" LAM] IG-118"HS, AIR SPACE. 7116" LAMI - (3/16"A 090, 3/16"HS) _ FTL-4649. 4650, 4958 L 13l16" LAMI IG-1/8"HS, AIR SPACE, 7/16" -LAMI- (3/16"HS,.090, 3/16 HS) FTL-4649, 4650 M. 13115" LAMI IG-1/8"A, AIR SPACE, 5116" LAMI - (1/8"A,.090, 1/8"A) FTL.5063 NOT . I. - WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF +64.0 PSF OR LOWER AS PRESSURES A SHOWN IN THE TABLES. NEGATIVE DESIGN INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1' FROM THE FLANGED TIP -TO -TIP FRAME DIMENSIONS. 3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 5/8' MINIMUM TO 38" MAXIMUM.® F.K !f/f3A?B �B REI7SEDCUSTOMFORMATDPS.ADDINT.RN.UADA7E7ESTNOS 7070TECHNOLOOYDRNE Q SIGN PRESSURES �A NDKOMm,FL34z75 nr F.lC f/14/D6 ADDFTL-4M31UGLASS7YFESAANDG. P.O. BOXtst9 �- ALUM. S/NGLEHUNGWINDOW, IMPACT F.1G 9/fAl5 J.J. 7l2 3R77 NOKOMIS, FL 3427{ Vufbly gem a.�tu,K arc eo.e o�vro a< SHM NTS 3 d 11 4040-20 8 PRODUCT REVL4PD pyiK wYr 14 FMAi1 � 2a11 MIu Pmd�cf e' Robert L Clark, P.E. PE 939712 SWct.ral I.F. WIDTH 49 518" MAX FDCED ivl /I DLO (ALL) �{ D 75" MAX. SEE DLO TAB O j I.F. p � HEI HT 7® AX. FLANGED HEI HT SEE DLO TABLE %( 38 /16" MAX (MAX) SASH L HEIGHT 48114' MAX VENT DLO (ALL) DETAIL A \ 1I1 B SEE DLO+ ABLE I X j C FA 75' MAX. I 75" AX. A I.F. I.F. `TMLE O HE[ ;HT STABLED O O / HEIGHT L 76' MAX. L 76' MAK FLANGED FLANGED HEIGHT SEE HEI HT ;EE DLO X SEE SEE DLO X SE TABLE / NO E 4 TABLE / NO E 4 DETAIL B DETAIL C VIEW (STANDARD SASH) RADIUS TOP (STANDARD SASH) . 75" MAX I.F. HEI HT ® SEE TA 76" MAX. FLANGED HEIGHT . 20" SASH SEE DLO HEIGHT E +� 75" MAX. :LO r I.F. E HEIGHT j76" MAX. FLANGED HEII 3KT TABLE X j SASH HEIGHT 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 CORNER DETAIL VIEWS. 3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B & C) ARE BASED ON A THREE OVER TWO FORMAT. VERTICAL DAYLIGHT OPENING DETAIL FIXED LITE LOW SILL I HIGH SILL A 34 1/2" 34 3/16" B 41 518" 41 1/4" C 41 1/4" 40 7/8" D 52 5/8" 6211116" E 1 52 1/4" 52 5/16" SASH DETAIL LOW SILL HIGH SILL A 34 1/2" 34 3116" B 277/16" 271/8" C 27 7/16"- 27 1/8" D 16 3/8" 15 3/4" E 16 3/8" 15 3/4" TABLE 5. 1070 TECHNOLOGY DRNE CLC VA I IVI VZ Y f VERSION, CHG. NOTE &ADD NOTE4. NOKOMIS, FL 34275 ta" SHEET P.O.BOX lug ALUM. SINGLE HUNG WINDOW, IMPACT NOKOMLS. FL 3W4 Visibly Beecer SN700 NTS 4 m 11 4040-20 PRODUCT REVISED m comAiq wily dw vl 11 Bewlaecwc elred■et ■ Robert L. Clark. P.E. PE #39712 Structural F:: MAX. FIXED LITE DAYLIGHT OPENING OUTSIDE VENT DAYLIGHT • I INSIDE 7,80R1 2.330' 52 (LOW SILL) SEE NOTE ABOVE 12 ULTRALIFT ONLY :TION B-B SILL SHOWN 6 CONSOUDA7E a4L NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR 26 Z7 OPTIONAL BOTTOM LOCKS, (1) 6' FROM EACH SIDE OF SASH. INSIDE — MAX. VENT DAYLIGHT OPENING- I I . NOTE: BALANCE PARTS USED ® BASED ON SASH WEIGHT 9,10,11,15.16 1 2.710' OUTSIDE rrrl�------MAX. FIXED LITE DAYLIGHT OPENING MAX. WIDTH SECTION A -A INTEGRAL FIN (I.F.) FRAME SECTIONS,& INSIDE 47 2.946 HIGH SILL02.��30 W LL HIGHSILL HEAD 68 f�2.7'0'— ®I.F. FRAME n 53 II OUTSIDE (HIGH SILL) t12 ULTRALIFT ONLY ALTERNATE HIGH SILL DRNE SECTIONS NOKOMl FL 34 NOKOMI9, F13�275 nr P.O. BOx 1r� ALUM. SIN, NOKOMId. FL3W4 Visibly &erar B1'"'"Ye SH7IXi SECTION C-C RADIUS TOP (HEAD DETAIL - FLANGED V ALE HUNG WINDOW, IMPAC � m..e a.spra Half 5 m 11 4040-20 PRODUCT RUL46D w compblog with the FhrM, Drridbq Code A-pwwe No F�nroe Dote �gOJ/ Robert L Clerk, P.E. PE #39712 Structural ITEM_ — — -- —_-_-- DESCRIP_TION___ _ _-_ - — P-GT — 1 4002A FLANGE FRAME HEAD 612225 2 1155 48X1.000 QUAD PN. SMS 781 PQA 3 40ORF FLANGE FRAME SILL (LOW SILL) 612226 5 1626 ADHESIVE OPEN CELL FOAM PAD 7PAD1626 6 4004 FLANGEFRAMEJAMB 612227 7 4025 SASH STOP 612244 8 4025 ISASH STOP (EGRESS)1.125 LONG 612244 9 4029 ISPIRAL BALANCE, 3/8", 5/8", OR 111116" 10 1080 1 BALANCE COVER, 3/8" OR 518" 6BPLCVR916 11 #8 X.750 PH. PN. SMS 7834AA 12 IBALANCE BOTTOM BRACKET 7BALTBKT 13 1085/1086 SASH TOP GUIDE. 42504 15 #8 X 1 PHILLIPS FLAT HEAD S. STL 78X1 FPAX 16 1080-1 BALANCE COVER.11/16" 6BALGVR670 17 4053 SASH STOP COVER 64053 18 4029-1 SASH BRACKET 7ULBRKT 19 #8-32 X 12" LG. PH. FH. TYPE F S. STL 7832X12FPFX 21 4054C FIXED MEETING RAIL 64054C 23 4006C SASH TOP RAIL 64006 25 1235 WSTP.,.170 X 270 BACK, FIN SEAL 67S16G 26 1096 SWEEP LATCH 71096 27 1016 #8 X.625 PH. FL. SMS 7858 28 4007 SASH BOTTOM RAIL (LOW SILL) 612230 30 1226 WSTP., BULB VINYL 6TP249 31 4008 SASH SIDE RAIL 612231 34 1268 SASH FACE GUIDE 42501 35 1622 LAM SETTING BLOCK 3/32" X25B4" X 1" 71622K 36 1052 LAMIGSETTING BLOCK I"X3/4"X1/16" 71052K 37 1224 VINYL GLAZ. BEAD BULB (THICK) 6TP247W,K 38 1225 VINYL GLAZ BEAD BULB (THIN) 6TP248K 41 4039B GLAZING BEAD, 5116 LAM GLASS. 640398 42 40448 GLAZING BEAD, 5116 LAM W/GRILL KIT 644703 44 4222A GLAZING BEAD, 7116" LAM 64222 45 985C GLAZING BEAD, 7116" LAMI W/GRILL KIT 6985 46 4067 GLAZING BEAD,13/16" LAM I.G. 64067 47 4071A FRAME, I.F. HEAD 64071 48 4072A FRAME, I.F. LOW SILL 64072 49 4073A FRAME, I.F. HIGH SILL 64073 50 407413 FRAME, I.F. JAMB 64074 52 4009 SILL LATCH (EGRESS) (LOW SILL) 764009 53 1086 SPRING, SILL LATCH (EGRESS) 78PRNG 54 2740 SILL LATCH (EGRESS) (HIGH SILL) 62740 55 1014 SCREEN FRAME (HOR. & VER.) 61014 56 1630 SCREEN CORNER KEY WRINGS 71630 57 1631 SCREEN CORNER KEY W/OUT RINGS 71631 58 1073 SCREEN SPRING 7CASP 59 1624 SCREEN SPLINE- 135 DIA FOAM 61624K 60 1635 SCREEN SPLINE-.135 DIA HARD 61635K 61 SCREEN CLOTH 61816 63 505 GLAZING CHANNEL (.688 X.500) 6 333402 64 116l #6 X1.000 PH. BUGLETEK 706X1 67 GLAZING TAPE,1116 X 12 - 7/16 LAM 62BV1510 ® 68 4051A SASH BOTTOM RAIL (HIGH SILL) 64051 69 4050A FLANGE FRAME SILL (HIGH SILL) 64050 70 SILICONE, DOW 899, 995 OR EQUIV. 80 A GLASS, 5116" LAM, (1/8"/{.090 PV13,1/8"A) 81 B. GLASS, 5/16" LAM, (1/8"A.090 PVB,1/8"HS) 82 C. GLASS, 5/16" LAM, (1/8"HS,.090 PVB,1/8"HS) 83 D. GLASS, 7/16" LAN, (1/8"A,.090 PVB,1/6%) 84 E. GLASS, 7/16" LAM, (1/8"A,.090 PVB,1B"HS) ® 85 F. GLASS, 7116" LAMI, (1/8"HS,.090 PVB,1/8"HS) 86 G. GLASS,13/16" LAM IG;1/8"HS, AIR SPACE, 5/16" LAMI, (1/8-A-090 PVB,1B"A) ' 87 H. GLASS, 13116" LANE IG; 1/8"HS, AIR SPACE, 5/16" LAM, (118"A,.090 PVB,116"HS) 88 1. GLASS,13/16" LAM IG;118"HS, AIRSPACE, 5116" LAM, (1/8"H6,.090 PVB,1/8"HS) 89 J. GLASS. 13/16"LAMI IG;1/8"HS, AIR SPACE, 7/16" LAM, (3/16'A.090 PVB,3116"A) 90 K. GLASS,13116" LAM IG;1B"HS, AIRSPACE, 7/16" LAM, (3/16"A.090 PVB,3/16"HS) 91 L. GLASS,13/16" LAM IG;1B"HS, AIR SPACE. 7116" LAM. f3/16"HS_ Am PVR wi wwm 2.7 0 .062 47 FRAME, I.F. HEAD 8 ® #4071A.6063-TB 48 FRAME, I.F. LOW SILL ® #4072A,6063-T6 ® 2.90 ® 2.374 .062 NOM THICKNESS 4.71 21 NOM THICKNESS S FRAME I F JAMB 49 FRAME, I.F. HIGH SILL ®51) #4074B, 6063-T6 ® #4073A, 6063•T6 (USED AS RADIUS TOP HEAD) OLF. E 4 1. 1070TECMMLOGYDRIVE PARTS LIST 11/13106 B ADD /IEM92. CHG.DFSCR/P770NnEMS7,9&13 NOKOMIS, FL 34275 rrrr i24DB ARC NOCIWJGETHIS SHEET P.o.eDx,sz9 ALUM. SINGLE HUNG WINDOW, IMPACT NOKOMM FL34274 Visibly Better s.�we.r sat mue a..,ow I svi,w J. 21=7 SHM NTS B 11 4!)40 20 e PRODUCT REVISED m comPbi*Q wkY the Flwidm Brridlce code aatwm«n® _ 2.06 e7 Mier: de PrndOct D. e RDbert L. Clerk. P.E. PE #39712 Structural T 1.363 .062 O FLANGE FRAME HEAD 94002A.6063-T6 O FLANGE FRAME JAMB #4004,6063-T5 (USED AS RADIUS TOP HEAD) 062 2.830 2.330 I�-2.784---►I O FLANGE FRAME SILL (LOW) #4003C.6063-T6 1 .062 .49D i�--1:451—{-f f--1.513--{ 738 .040 OSASH STOP 17 SASH STOP COVER #4025,6063-T5 #4053.6063-T5 r--2.279—+I .062 155 77..k�i7a7 .062 21 FIXED MEETING RAIL 28 SASH TOP RAIL #4054A, 6063HD To #4006C,6063HS-T6 i - 2.784--d 69 FLANGE FRAME SILL (HIGH) #4050A,6063-T6 1.979 .082 28 SASH BOTTOM RAIL(LOW) #4007, 6063-T5 68 SASH BOTTOM RAIL (HIGH) #4051A,6063-T5 NOKOMIS. FL 34ZT5 P.O. BOX 1528 NOKOMIS. FL 3W4 6 or 50 6 or 50 SEALANT OR GASKET AT HEAD AND SILL Ll--I.F. FRAME,& VIEW D-D VIEW E-E (111 & VIEW HEAD & SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) FRAME CORNER CONSTRUCTION 050 , --^� 1.165 �+— �-1L .678 Dsz 19 GLAZING BEAD, 5/16" 41 — #4039B,6083 T5 31 SASH SIDE RAIL #4008,6063-T5 050 I 11P 78 - {lam T 44 GLAZING BEAD 7/16" #4222.6063-T5 050— 678 I 45 GLAZING BEAD, 7/16" #985C,6063-T5 (USED W/ GRILL KIT) i .050 42 GLAZING BEAD, 5/16" #4044B,6063-T5 (USED W/ GRILL KIT) .sa� .oso 46 GLAZING BEAD, 13/16" IG #4067.6063-T5 EXTRUSIONS & FRAME CORNER DETAIL �— ALUM. SINGLE HUNG WINDOW, IMPACT Visibly Bettor °'r"'u"Y serr m.c o.Nvna SH700 Half 1 7 11 4040-20 WELD ALONG BOSS (2) �\ r PRODUCT REWSED m tooplylq wNh N,e Fb" Baldi.=Code AetW.actWo -0 E= Ikm Dole ,ZpJI By 61la, �e PndW c 4` (W� Robert L. Gark P.E. PE #39712 Structural ANCHOR -QUANTITIES FOR-17 - 1ANGEDWNDDWS - - - - TABLE 5. r - - - - QRAG - - - -- -- - - WINDOW HEIGHT 1. ANCHOR ES: 1 -1/4' ELCO TAPC SUBSTRATE: SS4 CRETE-FLEX 28.603 34.603 40.603 46.603 52.603 58.603 64.603. 76.000 ANCHOR TYPE: ® 3-#12SCREWS 2 _ HOR LOCATIONS ARE BASED ON THE 0, o U o U U o o U p v U o U o o U o U U U U WINDOW�GLASSNANO-ONOr'O�ON�` WIDTH U U U U 0' U OND` U O' U Oc�iU` U ' O�•ON�NO"-01 U U U U -0'-O CJONO" O FOLLOWIWGDMENSIONSAN �? 3 3 3 U U 3 U U HEAD -18 1/2" MAX. FROM TOP CORNERS JAMBS-17112" MAX. FROM TOP CORNERS 15" MAX. FROM BOTTOM ORNERS 19.125 C,D,E,F,G, H,I,J,K,L 1 1 2 1 1 1 1 1': 1 1 1:2 1 1; 1 1 1. 2 1 212 1 1 2 1 2: 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2:2 1 2 2 1 2' 2 1 2 2 1 2.2 1 2: 2 1 2:2 1 2 2 1 2 3 1 2' 2 1 3, 3 6" MAX. BELOW M G. RAIL A,B;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 ® SILL -ANCHORS NOT REQUIRED 1,2 1.1 1 1 1 2 1,11 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 3.313. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF 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 1 1 1 1 24.000 H,1,J,K,L 1 21 11.21'21 21`2221 22.22:2222�22:2222:22;32;2222:3222.3332'233 NOTE 2. 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR A,B,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 2 1 1 1 2 1 2 1 2 1 2 2. 2 1 2 2, 2 2 2 2 2 2 2 FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS 2 2 2. 2 2 2 2 3 2 2 2 2 2 3 2 2 2 3 3.3 2 2 3. 3 ARE 1" LESS. C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 32.000 H,I,J,K,L 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 1.2 2 3 3 3 4 3 2 3.3 2 3 4 1 3 3 1 4 4 5_DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A A,B,M 1 1 1 1 ] 1 1 1 1 1 1 1 1 1 1 1 ] 1 1 1 1 1 1 1 BOLD ITALICIZED VALUE ABOVE THEM. INDICATE A 1 211 212 2 2 3 1,2 2 2 2: 3 _2 1' 2 _1 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 MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM C,D,E,F,G, 1 1 1 1 1 1 1. `I 2. 1 2 2 1 2 2 1 2 2 1 2 37.000 H,I,J,K,L 2; 2 1 2 2 2 2 3 1 2 2 2 3 2 2 2: 3 .3 2* 2 2 3 2: 3 2. 3 2. 3 3 4 2 3 3 3 3 4 3 3 3 4 2 3 5 1 3 3 2 4, 4 DESIGN PRESSURE FORTH RESPECTIVE SIZE AND GLASS TYPE IS A,B,M 1 1 1 1 1 1 1 2 1 2 2 1 2 2 1 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 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 AVAILABLE. 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 2 2 2 1.2 40.000 H,I,J,K,L 221222232.22323222.323232324233,334233 353334453344 A,B,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 36 3.4 2 3 3;4 3 5 3.3 3.4 4'5 3 3 4 4 PSF 79 ZL C,D,E,F,G, 2 2 j2% 2 2 2 2 2 2 2 -TT-2 2 2 2 2 2 2 2 2 2 2 2 2 TABLE KEY: 44.000 H,I,J,K,L 2 2 2 2 2 g 2 22 3 2 3 2 2 3.3 2 4 2 3 3 3 3'4 2 3 3:3 3 4 2 3 3`4 3'5 3 3 3 4 4`5 3:4 4 5 MAX PSF A,B,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 (DP LIMITED) 118 PRODUCT REVISED 2 2 2.2 2 2 2 3 2 2 2 3 2 3 2, 2 3 3 2 4 2 3 3 3 34 2 3 3.3 3 4 2 3 3:4 3.5 313 3 4 4.5 3 4 4 5 HEAD 2 eorabecoe �p�� PSF 79 79 JAMB ABOVE 2 3 Ampt umN-' 201J 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 2 2 MTG. RAIL JAMB BELOW�� 48.000 H,I,J,K,L 2 2 212 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 3; 5 3.3 3 4 3 5 3 3 4.5 4 6 3:4 5; 5 MTG. RAIL utkd A B,M 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 2 2 2;2 2 2 2i3 2:.2 2 3 3 4 2;3 3i3 3 4 2.3 3:4 3`4 2;3 3.4 3;5 3;3 3 4 3 5 3.3 4.5 4 6 3;4 5" '5' (FULL DP) PSF 72 79 79 HEAD 2 RE E,F,G, 2 2 2 2 2 2 2 2 2 T42�'3 2 3 2 2 3 2 2 3 2 3 3 2 3 JAMB ABOVE 2 3 53.125J. 'L 2 2 2 2 2 2 Z 3 2i2 2-3 3.4 2;3 3 4 3'4 3°4 3;3 3 4 3 5 33 4 4 4 6 3.4 4 5 4 6 3 4 5 6 MiG.RAIL,M 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 3 JAMB BELOW 2 2 2.2 2 2 2 3 2 2 2;3 3,4 2 3 3.4 3;4 3.4 313 314 3 5 3 3 4:4 4:5 33 4.514 6 3;4 4;5 MTG. RAIL /� 6r/� D 1070TECHNOLOGYDRrvE ANCHORAGE SPACING, 1/1 WINDOWS K 11/13478 B ADO DP MAK WHEREANCHQR QTY IS RESTRICTED BY SIZE. NOKOMIS, FC 3M5 P� » 1 ;7 =-�� ALUM. SINGLE HUNG WINDOW, IMPACT K !24/DIB A NO CHANGE SHEEP P.O. BOX 1529 Robert L dark, P.E. "' �: o.� mnd.n orc NOKOMW, FL 34274 y bly g«, aN.+varc eo k s..e o"""v n.,: PE 039712 =7c �asros J.J. 7l23417 SH7. NTS 8 e 11 4041•20 B Sbumral ANCHOERQUANTITIES-FOR-STANDARD-V4E-WAND-RADIUS-TOP-FL-ANGER=WINDOW _ _ - --- -_ -TABLE --- 6. WINDOW HEIGHT SUBSTRATE: 29.655 37.155 44.655 52.155 59.655 1 67.155 74.655 76.000 ANCHOR TYPE. GLASS ❑ NONOOciO`�O' U U ❑ o U U OciO`'O�ONO"'O`ONO'-ONNO�ON�iN�rQ ❑ U U ❑ U U[22 U U ❑ U U 800Tiouz)❑UUWINDOW WIDTH TYPE U U U U U U 3 U U U U U U C,D.E,F,G, 1 1 1 1 1 1 1 1 1 1 1 111 11 1 1 1H,I,J,K,L 19.125 1 1 1 1 1 1 2 2212'22 2 2:1 2 2 2 2 2'2 2.2 2 2 2 i 2 2. 2 2' 2 2: 2 312 2 2 3:2 3 2 2 2 3.2 A,B,M 1 1 1 1 1. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1i1 2.2 2.1 2 2 2:2 2:1 2:2 2 2 2.2 2i2 2,2 2:2 2:2 2'2 2 2 2'2 3:2 2'2 3.2 32 2,2 3 2 PSF 79 C,D,E,F,G, 1 1 1 1 1 1 1 1 111 124.000 H.I,J.K.L I 1 1 11 221 1222222222.22;222323.2223232212372A,B T22 M 1 1 1 1 1 1 1 1 1 1 1 1 1 11;1 11 2 22 2 2.2 2:2 2,2 2 2'2 2.2 22 3:2 312 22 3.213.2 22 3 2 3.2 2:2 3i2 PSF 68 77 C,D,E,F,G, 1 1 1 1 FT-F 1 1 1 1 2 1 1 2 1 1 1 1 1 32,000 H,I,J,K,L 1 1 1 1 22 2 2 2;2 2,3 2 2 2 2 33 2!2 3.3 33 3'2 3:3 3!3 2,2 3`3 4 3 4 3 3:24 3A,BM 1 1 1 1 1 2 1 1 2 1 12 +332 2 2 2;2 2:3 2 2 22 3;3 2 2 3 3 3.3 3 2 3.3 3 3 2 2 3:3 4 3 4.3 3 21413 59 67 79 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 37.000 rA 22222322 33332.2333333433:33233433243443243 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 11111I12I2222223222333223333334.33332334332434.43243 PSF 54 79 62 79 C,D,E FF.G, 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 40.000 H.I,J,K,L j �' i 2 2 2 2 2, 2 y 3 2 2 3 3 3 3 2 2 3.'3 4: 3 3: 3 4 3 3 3 3' 3N434 4 33 4 3 4 4 3: 3 5 3 A B,M 2 2 2 _2 2 2 2 2 2 2 2 2 2 2 2 2 22 2 2 2 2 2. 1 1 1 1 1 2�2 2.2 2'2 2;3 2 2 3 3 3 3 22 3 3 4.3 3i3 4 3 3;3 3.34,4 3 3 4 3 4.4 3.3 5 3 PSF 49 79 56 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 2 2 2 2 2 2 44.000 H,1,J,K,L 1 j �'� 1 222222332233342.33'3443.34:34433434 1 34"3443354 A,B,M . 2 2 2 2 2 2 2 1 2.1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 1 1 1 ill 2 2 2 2 2 2 3!3 2 2 33 3 4 2.3 3i3 4;4 3 3 4;3 4.4 3.3 423 44 3 3 4 3 4 4 3:3 5i4 PSF 45 74 51 74 79 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2_ 3 2 2 48.000 H,I,J,K,L 11 I111 222222332'2333:43:3334;43'.34!44:43134,44:44:3544,4435.4 A,B,M 2 2_ 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 1 1 111 1 1 2 2 2.2 2 2 3 3 2 2 3�3 3 4 3.3 3!3 4`4 3.3 4.4 4 4 3i3 4:4 4:4 4 3 5;4 44 4:3 5i4 PSF 41 67 461 67 76 79 C,D,E,F,G, 2 '� 2 2 2 2 2 2 2 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 1 1 1 1 1 2 2 53.125 H,I,J,K,L 2:2 2 p _3 3 3 3 3 3'3 4'4 -% 4 4 4:4 3 3 4°4 4 4 3:3 4 4 5;5 413 5,4 5 5 4.3 5 4 A,B.M . 2 2 _2 2 _2 2 _3 2 2 3 2 3 3 2 3 3 2 2 3 2 3 3 2 3 4mt�BY• 0 lb,kb¢ 11 11 1 1 222;222333.33i34'4 334:44:43.3444:43i3445.441'4 544:354 •OTECHNOLOGYMVE ANCHORAGE SPACING, ; NOKONW.FL34275 roc P.O. sox 15n ALUM. SINGLE HUNG WI NOKOMIS. FL34274 Vvtbbf Better ° SH700 NTS 9 r 11 -ANGH0HAGF=1fl-FES. - - -- -- - -- - --- - 1. ANCHOR TYPES: 1 =114" ELCO TAPCONS 2 -114" ELCO SS4 CRETE-FLEX ® 3-#12SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD -18 1/2" MAX, FROM TOP CORNERS JAMBS-17112" MAX. FROM TOP CORNERS 15" 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 NOTE 2. ® 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 J MAXIMUM DESIGN PRESSURE WITH THE QUANTIIt OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. TABLE KEY: tUr LIIVBItU1 77/ PRODUCT REVLUD HEAD 3 n-P"Itwkrm.pr, t Rawwic.a. JAMB ABOVE 3 3 ecupuoaM� .Q; MTG. RAIL JAMB BELOW k p� MFG. RAIL JAMB ABOVE 2 2 MTG. RAIL JAMB BELOW MTG. RAIL DARD VIEW N, IMPACT Robe L. Clark, P.E. °N1 �" PE#39712 4040-20 B Structural �uenrm ANCHOR QUANTITIES-ABOVEMEE-TING-RAI . HEAD-B.-JAMBS ,TCUSTOM:FL-ANGED-WINDOW-HEIGHT=MINUS-SASH-tiE1GHT=TABLET WINDOW HEIGHT MINUS SASH HEIGHT FROMTABLE 8. SUBSTRATE: 17.125 22.668 28.211 33.754 39.296 44.839 50.382 55.925 ANCHOR TYPE: ❑ N OQg 3 0 N O' U 0 O U ❑ cV O 3 O N O 0 0 O U 0 NO 2� 0 N O' U 0 zc O 0 ❑ lo NON 3 0 O U 0 O U ❑ N' O 0 N O c� 0 z-jqN '- O U ❑ N Q 3 0 O' 0 0 O U ❑ ci 0 �$ 0 N 0 U 0 O U ❑ cmO 0 N 0 U 0 0 U WINDOW WIDTH GLASS TYPE 19.125 D•E,F,J, K,L 1 1 1 1 1 1 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 E 1 3 1 2 1 3 1 3 1 2 1 3 1 3 1 3 1 3 24.000 D,E,F,J, K,L 1 1 1 1 1 1 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 3 1 3 1 2 1 3 1 3 1 2 1 3 1 3 1 3 1 3 1 3 1 3 1 4 32.000 D•E,F J, K,L 1 j 1 1 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 1 4 1 4 1 3 1 4 1 5 1 3- 1 5 PSF 79 37.000 D.E,F,J, K,L 1 1 1 1 1 1 2 2 1 2 2 2 3 1 2 2 3 2 3 1 3 2 4 2 3 1 3 2 3 2 4 1 3 2 4 2 4 1 4 2 5 2 5 1 4 2 5 2 PSF 79 79 79 79 40.000 D,E,F,J, K,L 2 1 2 1 2. 2 2 2 2 2 2 3 2 3 2 3 2 4 2 3 2 4 2 4 2 3 2 4 2 4 2 3 2 5 2 4 2 4 2 5 2 5 2 4 2 6 1 '2 PSF 79 76 79 77 79 79 79 44.000 D,E,F,J, K,L 2 2 1 2 1 2 2 2 2 2 2 2 3 2 3 2 4 2 4 2 4 2 4 2 3 2 5 2 4 2 3 2 5 2 5 2 4 2 5 2 5 2 4 2 6 2 3 PSF 78 79 70 79 79 71' 79 73 76 48.0D0 D,E,F,J, K,L 2 1 2 2 2 2 2 2 2 3 2 3 3 4 2 4 2 4 2 5 2 4 2 5 3 5 2 4 2 6 3 5 2 4 2 6 3 6 2 5 2 6 1 1 22 2... 3 PSF 71 79 63 71 79 66 77 69 69 53.125 D,E,F,J, K,L1 2 2 2 2 2 2 T!23 2_2 3 3 3 4 2 4 3 4 3 5 2 4 3 5 3 6 2 5 3 3 6 2 5 3 .7 3 6 2 5 3 7 6 ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT. TABLE 8. SASH HEIGHT SUBSTRATE. 12.776 15.776 18.776 21.776 24.776 27.776 30.776 31.106 ANCHOR TYPE. ❑ t9 Ug N 5 o N Z U 0 �- Z U 0 M O N 0 N Z U 0 Z UU ❑ t7 O N Q 0 N Z U U Z U ❑ �? O N U N Z U U Z U ❑ t� O N o N Z U 0 Z U 0 Ol oQ N 5 0 N Z- U 0 Z U ❑ m O N �j 0 N Z U U Z U ❑ M O N �$ 0 N 2 U 0 Z U WINDOW WIDTH 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 24.000 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 2 2 3 2 2 3 2 3 3 2 3 3 2 3 4 2 3 4 2 .3 37.000 -79 2 1 2 2 2 .2 3 2 3 3 2 3 3 1 3 3 3 3 3 4 3 1 3 4 3 1 4 40.000 74 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.D00 63 72 79 2 2 1 2 2 2 2 3 2 3 4 3 3 4 1 3 1 4 4 3 4 1 5 1 3 1 4 5 1 3 1 4 53.125 73 1 58 66 72 2 1 2 1 2 2 2 2 3 3 3 4 3 4 4 3 4 5 3 4 5 1 3 1 5 1 5 3 5 12406 THIS BYSIZE. I NOKONS,FL34275 P.O. BOX 1529 NOKOMIS, FL 34M ' ANCHORAGE SPACING, �- ALUM. SINGLE HUNG W V!rlbly Barer a.wt re a� me stnuoI NTS 1 10 d 11 1. ANCHOR TYPES: 1 -1W ELCO TAPCONS 2 -1/4' ELCO S94 CRETE-FLEX 3 - #12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING DIMENSIONS: HEAD-181/2" MAX. FROM CORNERS JAMBS-171/2" MAX. FROM TOP CORNERS 11 1/2" MAX. ABOVE THE MEETING RAIL 6" MAX. BELOW MTG. RAIL 15' MAX. FROM BOTTOM CORNERS SILL -ANCHORS NOT REQUIRED 3. DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM ® VIEW WINDOWS FROM TABLES 7. AND 8. USING THE DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7. FOR ABOVE THE MEETING RAIL AND TABLE 8. FOR BELOW. 4. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW ® WINDOWS ARE 12 518' MIN. TO 38" MAX. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR @� FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1' LESS. 6. 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 PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. ® TABLE 7. KEY: MAX PSF (DP LIMITED) 112 HEAD 2 JAMB ABOVE 2 MTG. RAIL (FULL DP) HEAD 2 JAMB ABOVE 4 PRODUCrREWIED MTG. RAIL a iap cos .kb ow �.u. Aeu"wcft .0! E ntbo , 2AlI ® TABLE 8. KEY: n7�� MAX PSF (DP LROTED) 112 JAMB BELOW 2 MTG. RAIL FULL DP I JAMB BELOW-2 MTG. RAIL CUSTOM VIEW � o )W, IMPACT R rt L. park. P.E. PE#39712 4040.20 B Structuml 3.35 KSI MIN. CONCRETE OPTIONAL 1x ' WOOD BUCK C (SEE NOTE 4) (ALL HEAD AND SILL DETA CONCRETE ANCHOR (SEE NOTE 1 & 3) ® 2x WOOD BU( I ®(SEE NOTE "� • 1 318"MIN.,1/4" MAX. SHIM DETAIL A 1 1/4" 1/4- MAX. SHIM— H 1-:III I "..' MIN. i.'. F GED FH BELOW ME NG RAIL (SEE NOT 1 8, 3)® DETAIL B SHIMI q 3.35 KSI MIN. CO CRETE' OR 1.5 KSI MIN. U tx BUCK OPTIONAL WITH SOLID CO CRETE SUBSTRATE (SEE NOTE 4)® DETAIL C TYPICAL FLANGED JAMB ANCHORAGE 131" DIA. MIN. x 2 1/2' NAIL, AT CORNERS AND 5" O.C. 1/4 SHIM DETAIL F, (HEAD) 1/4' SHIM FRAME 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED 1/4' ELCO TAPCONS OR 1/4' SS4 CRETE-FLEX. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 3/4'. ANCHOR 2. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE #12 STEEL SCREWS (G5) OR g 3)® 1/4" SS4 CRETE-FLEX 3. FLAT HEAD ANCHORS. WHERE REQUIRED, MUST HAVE #12 TRIMFIT HEADS. 4. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS I ARE BUCKS WHOSE ! TOTAL THICKNESS IS LESS THAN 1 1/2'. 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN 13E 1 3/8' INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/T MIN.® THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 5. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063-T5 AND A MINIMUM OF 1/8' THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE MAX OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHIM SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAYBE USED. A FLANGED FRAME COMPONENT MAYBE SUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS. FOR INTEGRAL FIN 13/8' MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE MIN. MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. 6. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 7. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTAC WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURREN OOD ANCHOR, EDITION, SECTION 2003.8.4 (SUPPLEMENT 2005). FH BELOW MEETING® RAIL (SEE NOTE 2 & 3) INTERIOR (ALL JAMB DETAILS) 2x WOOD BUCK EXTERIOR (SEE NOTE 4 114" COD FRAME MAX _SHI M 131' DIA. MIN. x 21/2' NAIL, AT CORNERS I I ^ AND 5- O.C. L .DIA. MIN. x 21/2' NAIL, AT CORNERS AND 5" O.C. DETAIL E, (JAMB) DETAIL G, (SILL) TYPICAL INTEGRAL FIN ANCHORAGE N BFL RO.BOX 1629 ALUM. SINGLE HUNG P.O. 20 =wV= Wi N0IC0Mi4FL 34274 Virlidy Better s.,.r,e,e m+c erc SHM NTS 1 11 d 11 PRODUCTAEViSED A{dFq C m wm M fwlr E�na nva`o.o�.a .bZ411 By ft7ia [hde Pmdoel Dtv! o FRAME ,I IMPACT Robe/LYlkP.E. aK PE#38712 4040-20 B sWctu al