Loading...
HomeMy WebLinkAboutProduct Approval Ij RECCEIV':D JUL 22 2015 MIAMI, FILE 9 L O MIAMI DADS COUNTY,FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 S.W. 20h Strcet Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590, F(786)315-2599 NOTICE OF ACCEPTANCE OA ww%miamidade.ml era! 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 and accepted by Miami—Dade County PERA— Product Control Section 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 Section(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. PERA reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section 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:Serles'fSH 700"Alummum}Single-Hung Window L.M.I. APPROVAL DOCUMENT. Drawing No. 40440. 20, titled"Alum. Single Hung Window, Impact",sheets 1 through 11 of 11, dated 09/01/2005,with revision"D" dated 10/07/2011, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,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 Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant. LIMITATIONS: Miami—Dade County Product Control Approved Shutters Or Protection Devises shall be required for GIazing Option"IIA"at installations above 30 Ft.above ground(See sheet 1 of 11). LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state,model/ series 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 theme 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 No. 11-0405.10 and consists of this page 1, evidence pages E-1,E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. C -L=g co Nrr NOA No. 11-1013.14 .I 1 1 �, 1 Expiration Date: March 26,2016 1l Approval Date: November 03,2011 lZ Page 1 PGT Industries .NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 4040-20,titled"Alum. Single Hung Window,Impact", sheets 1 through 11 of 11, dated 09/01/2005, with revision "D" dated 10/07/2011., prepared by manufacturer, signed and sealed by Anthony Lynn Miller,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 24113.2.1,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. (Submitted under previous NDA No.07-0322.06) 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 Reports No.'s FTL-4958 and FTL-5063, dated 10/03and 11/21/06, both signed and sealed by Edmundo Largaespada,P.E. (Submitted under previous NOA No.07-0322.06) 3. 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 an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4645, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA No.07-0322.06) 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 an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4649 and FTL-4723, dated 10/05 and 08/11/05,both signed and sealed by Edmundo Largaespada,P. E. (Submitted under previous NOA No. OS-1018.01) t Ja eD.Gatsie*o-A,P.E. Product Control Section Supervisor NOA No.11-1013.14 Expiration Date: March 26,2016 Approval Date: November 03,2011 E-1 PGT Industries NOTICE OF ACCEPTANCE-.EVIDENCE SUBMITTED B. TESTS(CONTINUED) 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) 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 2411 3.2,1,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 Reports No.'s FTL,4947 and FTL-4650, dated 08111/05, both signed and scaled by Edmundo Largaespada, P. E. (Submitted under previous NOA No.05-1018.01) 4) Test reports on:1)Uniform Static Air Pressure Test,Loading per FBC TAS 20294 2) Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked—tip drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-4948 and FT"646, dated 08/10/05, both signed and sealed by Bdmundo Largaespada, P. E. (Submitted under previous NOA No.05-1018.01) C. CALCULATIONS r 10 Anchor verification calculations and structural analysis, complying with FBC-2007, dated 01/11/2011,prepared,signed andsealed by Robert L. Clark,P. E. Complies with ASTM F130044 (Submitted under previous NOA No.11-01,28.03) D. QUALITY ASSURANCE 1. Miami—Dade Department of Permitting,Environment,and Regulatory Affairs(PERA). E. MATERIAL CERTIFICATIONS 1. Notice'of Acceptance No. 11-0624.01 issued to E.1, DuPont DeNemours & Co., Inc. for their"DuPont Butacite@ PVB Interlayer"dated 09/08/11,expiring on 12111/16. 2. Notice of Acceptance No. 11-0325.05 issued to Solutia Inc. for their "Saflex and Vanceva clear and color interlayers�' dated,05/05t201 1, expiring on 05121/2016. Jaime D.Gase i,P.E. Product Control Section Supervisor NOA No. 11-1013.14 Expiration Date: March 26,2016 Approval Date: November 03,2011 E-2 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance and compliances with the FBC 2007 and FBC-2010,dated October 07, 2011;signed and sealed by Anthony Lynn Miller,P. E. 2. Statement letter of no financial interest and independency, dated October 07, 2011, signed and sealed by Anthony Lynn Miller,P.E. 3. Laboratory compliance letter for Test Reports No.'s FTL-4957, FTL-4958, FTL-5063, FTL-4645, FTL-4649, FTL-4723, FTL-4947, FTL-4650, FTL-4948 and FTL-4646, issued by Fenestration Testing Laboratory, dated 10/03/06 through 08/10/05,all signed and sealed by Edmundo Largaespada,P, E: (Submitted under previous NOA No. 07-0322.06 and OS-1018.01) G. OTHERS 1. Notice of Acceptance No. 1.1-0405.10, issued to PGT Industries for their Series "SH-700 Aluminum Single Hung Window - L.M.I.", approved on 04/21/2011 and expiring on 03/23/2016. Jaime D. Gase n,P.E. Product Control Section Supervisor -NOA No. 11-1013.14 Expiration Date: March 26,2016 Approval Date: November 03,2011 E-3 ® GENERAL NOTES:IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1,GLAZING OPTIONS:(SEE DETAILS ON SHEET 2) ) \. A 6/16: '_ ICONS_ OF(2)LITES OF-118"- LEQ GLASS WIT, O.DUPO U CRE OR-StEX/10EE�SAFE AXIMU INTERLAYER. 1y MI"CONST F(1)LITE OF 1/8"ANN GLASS AND'LITE OF 1)8\�F FfRENGTHENED GLASS WQ89�YT BUTACITE OR SAI'lEX/KEEPSAFE IM M PVB I R. C.6/16"LAMI CONSISTING OF(2)LITES OF 1/8"HEAT STRENGTHENED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. D.7/16"LAMI CONSISTING OF(2)LITES OF 3/16"ANNEALED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. E.718"LAMI CONSISTING OF(1)LTTE OF 3/16"ANNEALED GLASS AND(1)LITE OF 3116"HEAT STRENGTHENED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. F.7/16"LAMI CONSISTING OF(2)LITES OF 3116"HEAT STRENGTHENED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. G.13/18°IAMIIGt`(1)LITE OF'7L8":TEMPERED GLASS;AN AIR.SPACE.AND-6116"LAMIAONSISTIN(i OF-(2}LITES OF_1/8'ANNEALED.GLASS-WITH A_____--' `OBO'DUPONT BUTACITE OR SAFLEX/PSEEPSAFE MAXIMUM.PVB INTERLAYER __ r — "--` NOA DRAWING MAP 13/18 LAh91 IG:(1)LffE OF'1/6"TEMPERED GLASS,AN AIR SPACE AND'618"LAMI CONSISTING OF(1)LI fE OF 1/8"ANNEALED GLAS$AND(1)LITE 0 OF 1/8"HEAT STRENGTHENED{iIASS WITWITH A.080 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. .SHEET 1 1.13/16"LAMI IG:(1)LITE OF 118"TEMPERED GLASS,AN AIR SPACE AND SJ16"LAMI CONSISTING OF(2)LITES OF 116"HEAT STRENGTHENED GLASS GENERAL NOTES........GLAZING DETAILS............2 WITH AN.090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER. J.13116"LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 7/16"LAMI CONSISTING OF(2)LITES OF'W16"ANNEALED GLASS WITH A DESIGN PRESSURES.......3 .GOO DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. ELEVATIONS...................4 K.13116"LAMI IG:(1)LITE OF 1/8`TEMPERED GLASS,AN AIR SPACE AND 716"LAMI CONSISTING OF(1)LITE OF 3/18"ANNEALED GLASS AND(1)LITE VERT.SECTIONS............5 OF 3116"HEAT STRENGTHENED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. HORIZ.SECTIONS._....._..6 L.13116"LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 7/16"LAMI CONSISTING OF(2)LITES OF 3/18"HEAT STRENGTHENED GLASS PARTS LIST,.....,..............6 WITH AN.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. EXTRUSIONS..........».....7 ®M.13/10"LAW IG:(1)LITE OF 1/8"ANNEALED GLASS,AN AIR SPACE AND 5118"LAMI CONSISTING OF(2)LITES OF 1/8"ANNEALED GLASS WITH AN.090 DUPONT BUTACITE OR CORNER DETAIL............7 SAFLEX/10=EPSAFE MAXIMUM PVB INTERLAYER. ANCHORAGE...................8-11 2.CONFIGURATIONS:'OX"(1/1,VIEW AND RADIUS TOP,ALL W/LOW OR HIGH SILL OPTION) C3.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 33 M%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 6 THROUGH 11 FOR ANCHORAGE DETAILS. B.SHUTTERS ARE NOT REQUIRED. 6.FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. ®7.REFERENCES:TEST REPORTS FTL 4645,FTL4646.FTL-4647.FTL-4648,FTL4649,FTL-4650,FTL-4661•FTL-4723,FTL-4957•FTL4968 AND FTL-5063. ANSI/AFBPA NDS-2001 FOR WOOD CONSTRUCTION ADM-26M ALUMINUM DESIGN MANUAL PRODUCTRBYiSBD 8 SERIES/MODEL DESIGNATION SH700,ALSO REFERRED TO AS SH701. m�aBuilding ihei7orlaa �Code coax Aeao ten No 9.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY ® HURRICANE ZONE(HVHZ). Rr MimW Dago Pmd�wt Comm Mill 111 l i I! 58105 a � JmnrnJ D 2010F8cuPDA7E WE GENERAL NOTES %'A J.R. Of VF1 C CHANGED CAP GLASS TYPE 707EMPERMFROM HB 1�NOI�O�Mt�8, 8Y4207 , �C` �, `��• SOA. ••..FLOR,. ��` CHANGE AMES 3A PE .— ALUM.SINGLE HUNG WINDOW IMPACT '�,,SSIONP`��� FJC JJ/JS!OB 6 TO IV07F I.GL44NG Opmm P,O.BQXID2B e.wtre.r adr seri oTMrea. ee A LIIAIEten P.E. 0m w.. twas awq NOKOMIs,FL UV4 Visibly Beaar 8H100 NTS 1 • 11 4040-20 D FL P.E./Z 58705 F.K 8/1/Od J.J. 2/28N7 ®NOTE: 1 1 LAMI IG OUTBOARD LITES MAY BE UPGRADED TO 3/16"WITH NO CHANGE IN DESIGN PRESSURE. 1/2"NOM. 12"NOM. GLASS BITE- GLASS BITE EXTERIOR INTERIOR (ALL SECTIONS) 80,81 or 82 83184 or 85 70 70 '< 1/8"ANNEALED O HEAT STRENGTHENED GLASS 3/16"ANNEALED OR HEAT STRENGTHENED GLASS .000 SOLUT[A OR Dre ANNEALED OR H OTT NT ST RNPVBI f3MTEHENED O1A33 ED OR HEAT STR N.090 SOLUTIA OR DUPONT PVB GTH NYED GLASS 6116"NOM. / ���-----+���{------ 7/18"LAMINATED -. 5116.:'LAINATED.GLASS; 1 7/16"LAMINATED GLASS WNW, - 1/2"NOM. 46 GLASS SITE 46 GLASS BITE 38 86,87,88 or,92 89,90 or 91 3c%ro ytnggwifliftDFWda eanaing Cada j Acoeptancoxa -1 70 1 70 1 • I 1/6"ANNEALED OR HEAT STRENGTHENED GLASS I 3/16"ANNEALED OR HEAT STRENGTHENED GLASS MI ado Product Contra 090 SOLUTIA OR DUPONT PVB INTERLAYER .090 SOLUTIA OR DUPONT PVB INTERLAYER 1 1/8"ANNEALED OR HEAT STRENGTHENED GLASS 3/16"ANNEALED OR HEAT STRENGTHENED GLASS t I S/18"LAMINATED 7116"LAMINATED AIRSPACE r AIRSPACE 1/8"ANNEALED OR TEMPERED GLASS® U8"TEMPERED GLASS® �.Z;.•�\pENsr �;. .131167.NOM. * 13/16"NOM. 5 6705 _ t' 13116".LAMI IG GLASS W/511-6"LAMI"=7 13/16"LAMI IG GLASS W/7116"LAMI µ0 to to LI �� .LJ. ]�aw/Olf D MOGUWQES7H/38HEET ��. ttno,>crtNaoortrarve P - - GLAZING DETAILS '� O FLOR�PJ.R. 1 C CHANQIDCAPOLASSTYPETOTEMPEREDFROMH9NOKOMIB.FLb1a8FJc' �"e` Ann rrr�uss rosne/narrto«ass 4fAM!(aNOTE P0.6QX162Y ALUM.S/NGLEHUNGWINDOW IMPACT '��$SIONNX;JC a. a"w: NdCOMI3.FL84274 l/!rlblyBaan "°ie a emc m,.r oradvM. rak A.Ll/IJ(dMILLLI�,P.E. RK 8!1A76 J L yygb7 811700 FUlI 2 m 11 4040.20 D FL P.E.#68706 III FLANGE OR INTEGRAL FIN WINDOWS W/HIGH SILL OPTION TABLE 1. BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH OLA_88 TYPE y 83"'~ 88 86•' 70" 72" 74" 78" MEETING RAIL AiB;M + 0 8 480.0 -80.0 1+80.0 .80.0 +60.0 •80.0 +80.0 •80.0 +80.0 -80.0' +80.0 •60.0 HT. 60' A,B,M A +60.0 .0 +80.0 -80.0 +80.0 •80.0 +8(X0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.0 29.0 82" AAA +80.0 -60.0 +60.0 -80.0 +80.0 -80.0 +800 -80.0 +78.8 -78.8 +77.3 -77.3 +76.0 •76.0 " 1H 53 U8" A,B,M +80.0 _$0.0 +60.0 40.0 +79.6 •79.6 +78.2 78.2 +78.8 -76.9 +76.4 -76.4 +74.0 •74.0 UP'T643 Sib" C,D,E,FIOiH,I,J,K,L 1+80.0, 80:0: +80.0 w.0 I+80.0 •80.0 +80.0 -80.0 +60.0 -80.0 +80.0 -80.0 +80.0 -80.0 STANDARD VIEW&RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/HIGH SILL OPTION® TABLE 2. BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH GLASS TYPE 38 318" 1 44" 60 618" 63" 72" 74" 76" 48" A,S,M +80.0 -80.0 +80.0 -80.0 +60.0 -80.0 +60.0 •80.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0. HT• MEETING RAIL `� 60" A,B.M +60.0 -80.0 +80.0 .80.0 +80.0 •80.0 +78.9 -79.9 +70.0 -70.0 +70.0 -70.0 +70.0 •70.0 •X" S SH 62" A, ,M +60.0 -60.0 1+80.0 -80.0 +60.0 -60.0 +76.9 -70.9 +70.0 -70.0 +68.8 •88.6 +67.8 -67.6 53118" A B,M +80.0 -80.0 +80.0 -80.0 +80.0 40.0 +76.0 -75.0 +68.0 48.0 +66.7 •80.7 +86.6 -66.6 UP TO 63 yr C.D.E,F, ,H,I 1 K L +60.0 •80.0 180.0 -80.0 +80.0 -80.0 +80.0 -80,0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 CUSTOM VIEW&RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/HIGH SILL OPTION® TABLE 3. � BASED ON FLANGED WINDOW IP TO-TIP FRAME DIMENSIONS w NT WINDOW HEIGHT MINUS BASH HEIGHT(MAX,WINDOW HT.W/BASH■76"FLANGED AND 75"INTEGRAL FIN) "0" MINUS WIDTH GLASS TYPE 17118" 1 2211116" 28311C 1 33314- 1 305116- 4413116" 1 603/6" 1 6616/16" ^' SASH 53118". D,E,F,J,K,L 1+60.01 -W.01+ +80.0 -80.0 +80.0 •80.0 +70.0 -70.0 +70.0 -70.0 +70.0 70.0 +70.0 70.0 HT. HT. MEETING RAIL 4 G 8S TYPES: __ _ TEST REPORTS ~.TABLE 4 'x" A.611 U1MI=:(118 A;: AlE"A) -. `�- _ FTL2W7.4640.:4723, EL!8°LAN11=(118"A,.090,t8"HS F71,4647,4848 Y' C.6/10"LAMI- 118"}18,.090,1/8"HS) FTL-4S47,4648 D.7116"LAMI- 18 A.090,3118"A) FTL-4845.4886 E.7118"LAMI. 3/18"A,.090,3MO'HS) FTL•4046 RODUcrmlSED F,7/16"LAMI-(M(rf-18,.090,3/1S'HS) _ _ - _ _�FTL-4895 --- _ eotvplying htit emotids Building 4 13118"LAMI!0.•.118"T,AIR SPACE,6116 LAMI.c-(1!8'A.080,1l8'A -A-- -- -RTL 4848,4723__ ``__-��' - Budding op a /Za H.13!18"LAMI K9.1/8"T,AIR SPACE,6110"LAMI- 1/8'A,.090,1/8"HS F7L•4646 L 13110 LAMI K3-1/8'T.A82 SPACE,6118"LAMI-(1!8"HS,.090,1/8 HS) FTL 4848 ry ct contra J.13/16"LAMI 10-1/8"T,AIR SPACE,7/16"LAMI. 3/16"A,.090,3118"A FTL4840,4650 K.416"LAMI 10.1/8"T,AIR SPACE,7/16"LAMI-(3118"A,&O,3118"HS) FTL-4849.4650,4965 L 13118"LAMI IG•118"T.AIR SPACE,7/16"LAMI. 3!18"HS,.090,3116-HS) FTL-4849,4650 M.13/18"LAMI IG-118"A,AIR SPACE,6116"LAMI-(1/8"A,.090,1/8"A)A m-6063LYNN M/���i��� `��.``Z` ,•JGENSE •.,•., NOTES: 1.WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF+84.0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN - �;' 58705 PRESSURES ARE UNEFFECTED. _�C; No• ' 2.FOR 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 12 616"MINIMUM TO 38"MAXIMUM. C41O 1� 11 ![/ J.J 1007/}1 D W aM0E8VW&'f8ET DE %��O'•• SAT oP 1070TEciwao0rDRM DESIGN PRESSURES , ,p'•.••...... Jaz ooawr c cxomwavamsTmIno FnrruDmomm "OKOmm'nsa76 °" �''�F,q t A�,��• ALUM.SINGLE HUNG WINDOW IMPACT FJc' 1lnsroe 8 FORMAT Tar uaDA fesra0.4 N Pae+ . Vislb(yBetar '"1°'t Boo "` pi1j'"` A LYtf�1t1L11CLK tP.E FJG dd 2M=7 8af00 NTS 3 " !1 404020 O FLP.E.M68706 53118°MAX.FLANGED WIDTH 621/8"MAX.I.F.WIDTH 49 SW MAX.FIXED C DLO(ALL) D- 75"MAX. — — 76" AXEX �F 75"MAX SEE DLO I.F. �A A IF. I.F. TABLE O p HEI ®*IT TA LE O ,/ HEI ® TAOLOHEIL 76"MAX 76' AX. 76"MAX.FLANGED FLANGED FLANGED SEE DLO HE HT HEI HTHEI HT TABLE X 7/ SASSEE DLO X g E &E( ') EI HT TABLE NO 4 TAE 1 L N 4 481/4°MAX VENT DLO(At.L)7 DETAIL B DETAIL C DETAIL A VIEW(STANDARD SASH) RADIUS TOP(STANDARD SASH) 1M B E� VERTICAL DAYLIGHT OPENING 76"MAX. 76"MAX FIXEDLITE I.F. I.F. LOW HIGH SEE DLO I HEI E HEI HT DETAIL SILL SILL SEE DLO TABS O j TABLE 0 j ® A 341/2" 34 3118" 78"MAX 78" B 41 61W 411/4" FLANGED FLANGED C 411/4' 40 7/8" HE HT HEI HT D 62 6/8" 5211/16" 1 E 521/4' 52 5/18" —+- SASH MoDUCrRE SBD SEE DLO TABLE X j I SASH SEE DLO TABLE x j SASH LOW HIGH wttlttheFlatida m aumPIY�B DETAIL SILL SILL BagdlogCoda HEIGHT HEIGHT pxepaneoNo��� o�,y,�I A 34 1!2" 34 3/18" B B 27 7/18" 271/8" DETAIL D DETAIL E C 27 7118" 271/8" "' uacout D 18 3/8' 15 3/4" VIEW(CUSTOM SASH) RADIUS TOP(CUSTOM SASH) E 18 3/8" 1 15 3/4" TABLES. IIIIII NOTES: `\`��0�1 LYNN 1.SEE SHEET 6 FOR VERTICAL AND HORIZONTAL.SECTION DETAILS. 2.SEE SHEET 7 FOR CORNER DETAIL VIEWS. 3.SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION.® :*;' No.58705 4.SASH HEIGHTS FOR STANDARD SASH WINDOWS(DETAILS B&C)ARE BASED ON ATHREE OVER TWO FORMAT. J.1 ' 10/D7/If D NOCHANOE9THIS SHEET D1°�` % , '.. STAT Z: lufo TEcmou9wu LYE ELEVATIONS O.o ••.. .oa+aP.•a0. J,P- 04WH1 C 10"NGESTN/88NEET NOKOMI8.FL$W5 ALUM.SINGLE HUNG WINDOW IMPACT csSIONA.L} F.IG 71/lSrt76 B ADD WTEGRALFIN .F. VERSION CHG.NOTE&ADONOTE4 P•XF aow m v—vro, a." A.LYtG04{7111 P.E. V—m, ; Oar NOKOMIB,FL 84274, Vtrlbly Bet<cr 8H7o0 ALTS 4 • 11 4040,20 D FL P.E.#68705 FK B/1/D5 J.d 2Q3M7 4�-2 784 --�•("-- NOTE:MIN.(1)SWEEP LATCH AT VENT CENTERLINE OR II OPTIONAL BOTTOM LOCKS,(1)(r FROM EACH SIDE OF SASH. 26 27 NOTE:BALANCE PARTS USED 1 INSIDE INSIDE MAX.VENT DAYLIGHT OPENING ® BASED ON SASH WEIGHT 31 9,10.11,15,16 MAX. + �. + p __-- FIXE 7,8 OR 17 2.710• DAYUGHr 25 OPENING OUTSIDE 25 MAX.FIXED LITE DAYLIGHT OPENING r MAX.WIDTH SECTION A-A 6 OUTSIDE INTEGRAL FIN(I.F.)FRAME SECTIONS® INSIDE 23 47 50 MAX HEIGHT 21 OUTSIDE HIGH I SILL 2 0 LOW �L MAX. VENT DAYLIGHT 49 HIGH•SILL 46 LOW SILL HEAD JAMB OUTSIDE OPENING 68 2.71 28 &I.F.FRAME q 53 PRODUCrREVISED OUTSIDE I umpiylodwithtimFimide dlag Gado M�eptenwNo �P 53 6 s z.�o° z.eae• Prodad comm, 52 (LOW SILL) (HIGH SILL) 63 SEE NOTE ABOVE54 64 t t 1 t t t LYNN 330 uLTRALIFT 6g 67 o" 67 12 ONLY ULTRALIFT Q,. T SECTION B-B 12 ONLY . SECTION C-C =*; 140. °6 (LOW SILL SHOWN) ALTERNATE HIGH SILL (HEAD DETAIL-(FLANGED VERSIO10 rl +�►; JJ. lOb7H1 D IYOI�lANOE9TM38HEEl 'i 10 op�• STA7 �� 10707ECHWLOGYDRPJE � SECTIONS '.,0:'•. FLoa�oP.� O J.R. om/!! C HOCHANQE8nsaffaT' NOKOMWisMar .FLIM5R.We *" /";,; FJC' o-w1lH3A1BF;AWLF.aECHCWSAGONSCUa4TEa4LOOMMNENTS PA.BQX162Y ALUM.SINGLE HUNG fMNDOW,IMPACT ',��lPONA�-�. anmYy, mr N010D6ll&FL M274 VLtfb(y Bernr ar..,se we a a„drw imc A.La tdl ffM0,WE. FJC a-IM amw SH7W H81f b r 11 404D,20 D FL P.E.9 68705 M90 I DWQ# I DESCRIPTION PGT# m" DWGa4 DESCRIPTION PGT# 1 I 4002A I FLANGE FRAM:HEAD 612225 60 1035 SCREEN SPLINE-.136 bik HARD 61636K 2 1 1168 #8 X 1.000 QUAD PN.SMS 761 POA 81 SCREEN CLOTH 81818 9 40030 PLANGEFRAMESILL OWSILL'. 612228 63 606 GLAZINO,CHANNEL .886X.500 6593402 5 1828 .ADHES EN CELL FOAM PAD IPAD1626 64 1161 #6 X 1.000 PH.BUGLE TEK 706X1 8 40W—_ FLANGE 612227 67 GLAZING T ,.111 X •7116 LAM V1 10 i 25 SASH STOP 612244 ® 68 4051A SASH BOTTOM RAIL(HIGH BILL) 64081 8 4028 SASH STOP(EGRESS)1.128 LONG 612244 69 4060A FLANGE FRAME SILL HIGH SILL) 84060 8 4029 SPIRAL BALANCE,318",6/8",OR 11118" 70 SILICONE,DOW 899,096 OR EQUIV. 10 1080 CIE COVER,3W OR 1548' 6MCVRO16 80 A GLASS,6(18"LAN.VB"A-000 1/8"A 11 #SX.?50PK-PN.SMS 7534M 01 B.GLASS,5116 LAM,(118"A-090 PV6,1/8"HS 12 BALANCE BRACKET 76A.T8KT 82 C.GLASS,5116"LAM, 1/88•IS,.000 PVB,1/8"HS 13 085/10 SASH TOP GUIDE 42604 ® 83 D.GLASS,7116"LAM(118"A.090 PV8,1/8" 15 S8 X 1 PHILLIPS FLATHEAD S.STL 78X1 FPAX 84 .E GLASS,711 118"q.090 ,918"HS} 18 1080.1 BALANCE 11/16" OBALCVRO70 ® BS F.G ,7110"LAN, 118818,.090 ,1/8818 19 1 4063 SASH STOP COVIIR 64053 Be '41 AMI 10;1/8'T,AR SPACCE,6118"LAAI, 118"A.090 PV9,118 16 4029-1 SASH BRACKET 7ULSRKT 87 H.MASS,13118"LAM b•1/8'7 AIR$PACE,611 "LAM,(1/8A.O90 PWB 1/8"HS 19 A8.32 X 112 W.PH.FH.TYPE F S.STL T892X12FPFX 88 1.GLASS.13118"LAM Ki;1/6"T.NR SPACE,bn6"LAM, 118"HS,.000 1/88LS) 21 40440 FVMD O RAIL 04054C ® 89 J.GLASS,13/18"LAM 10;1/8"T,AR SPACE.7/16"LAM, 116"A.090 PVB,3/16" 23 40080 TOP RAL 84006 00 K.GLASS,13116"LAM IG;1/8"T,AIR SPACE,7116"LAM,(3118"A.000 PVW3/16"HS) 26 1236 WSTP..1 O X.2 0 WK,FIN SEAL 07S18G 01 L.G1ASS,1an 8"LAM 10;11V7.AIR SP. E,7118"LAM 116"HS,.090 i'V9.3118"HS _ 28 1098 SWEEP LATCH 71008 92 1 1 1 " IWA.0901 27 1016 #8 X. 6 PH. .SMS 7888 28 4007 L(LOW SILL) 612 30 7 30 1228 .,BULB VINYL 6TP249 31 4008 SASH IDE RAIL. 612231 34 1288 ACE GUIDE 42501 38 1622 LAMSBTTINGBLOCK 31a2"X26!84"X1" 71422K 1 58 .36 1062 LAM IG SETTING BL K 1"X 3/4"X 1118" 71062K 37 1224 VINYL OLAL bW BUL IC TP247 W,K 38 1226 VINYL OIAZ BULB 1 6TP248K 41 40398 GLAZINGB ,6118 UWL(GLASS. 840398 O FRAME I.F.HEAD 42 4 B G EMD,6118 LM'I VIC I-L KR 844703 ®47 /W071A.6063-TB 44 4222A a ,7n6" 44222 FRAME,I.F.LOW SILL 45 985C GLAZING BEAD,7116'LAM RILL KIT 6986 48 #4072A 8083.78 46 4087 GLAZING DW,1'J/1W LAM I.G. 64067 47 4071A FRANE,L .HEAD 84071 46 4072A FRAME,LF. SILL 84072 y7 w�YtnRBV�the platwo 49 4073A Ll:.HIGH SILL. 64073 p ccM I 60 40748 FRAME,LF.JANE 64074 $2 4009 SILL LATCH EGRESS)(LOW SILL 764009 082 NOM 63 1086 SPRING,BILL TCH(EGR 7SPRNG TIiICIWE88 A!' e9eAoducttbai,o 2740 ISILL LATC ill 627 0 4 1 2 55 1014 SCREEN FRAME(HOR.&VER. 61014 L=NOM 66 1630 SCREEN CORNER KEYWIRINGS 71630 THICKNESS 57 1631 SCREEN CORNER.KEYW/OUTRINGS 71631y��(NN Sr1073 SCREEN SPRING ASP p�. c1sE "FR '•.*� b0 1624 SCREEN SPLINE-.135 DIA FOAM 61024K %FRAME.I.F.JAMB ~�' 05 FRAME,I.F.HIGH SILL ®& #40748,6063-Ts - K 'A0- #4W^ 0#4W^8063.76 (USED AS RADIUS TOP HEAD) o r�Fsit ` IS C= ,a� faro7„t Noaa4A►o>en#ssll�r 10f07ECHNOU DRIVE PARTS LIST %,'Pp' FLOa��° ?; dR om”, c C94N WCAPGL4WTYPVTOTEAVVRWFRQAIHB XOKOf G6FLb4W rwo ,.1 �c' ..•.. � ALUM.SINGLE HUNG WINDOW IMPACT '��FSSIONF, FJG fi/13NM B NdCOA68 Rs�1274 wawuae rs A.LYI(IN MlllLl Wl, .E. RK &NiOd I'AA' ?I2307 BMao ALTS 6 • 11 4040•,20 D FLP.E,#W706 I.F.FRAME SEALANT ALONG ENTIRE JOINT 1 or 47 2 II I.F.FRAME,& I+--2.764 .o6z I II I 2.830 Z33�0 .062 6 or 50 O FLANGE FRAME HEAD 04002A,6063-To F�:7 1.7a9 O FLANGE FRAME SILL (LOW) WELD #4003C,6063-T6 6 or 50 ALONG SCREW BOSS(2) SEALANT OR GASKET AT HEAD AND SILL 2.710A82 738 082 .040 1--1.a61—�49VIEW D-D VIEW E-E 4 (1/1 8 VIEW HEAD&SILL,RADIUS.TOP SILL) (RADIUS TOP HEAD ONLY) OSASH STOP O SASH STOP COVER _ _ FRAME CORNER C�OONSTRUCTION FLANGE FRAME JAMB 7 #4026,6063-T6 17 #4063,6063-T6#4004, P (USED AS RADIUSUS TOTOP HEAD) -+-� 1.1&5 x-- .678 -�{ 1.342 r-2.279 2.328-� 1 1.086-}�----«•�� � �9 41 GLAZING BEAD,5/16" T .082- #40368.6083-T6 •� i66 1.707 1.878 �2 O SASH SIDE RAIL .o6z � 31 #4008,60W-T6 21 FIXE a Ha GRAIL 23 SASH T6o63 RAIL 28 SASH BOTTOM #4007, M � RAIL(LOW) .678 0501.088 i+ —1 O GLAZING BEAD,5/16" PROD ucr.REVISED 676 42 c�co"ipIykM whh dw Floroffi 2.326----19404 B. &nftCO& 1.0D6T� rI T (USED W/GRILL KIT) p000ptnnce No 11 +L ��4 2.MO GLAZING BEAD 7/18" r G��f 3.448 #4222,6063-T6 Mlmui pmdua coulroi 2.838 683 050 .062 I IIIU111 0 .676 tom----'7-1A97 `��0# LYNN Ml(���,. .;j I 46 GLAZING.BEAD,13/18"IG ,Zo.•... • 1-'-2.784 1.116;r ';-T #4067,6063-T6 J 69 .FLANGE FRAME SILL(HIGH) 68 SASH BOTTOM RAIL (HIGH) 45 GLAZING BEAD,7/16" *; No.55705 04060A,6063•TS #4061A,6063-T5 #986C,6083-T6 'O I (USED W/GRILL KIT) : 6 • JJ. I" I D NO CHANGES 7H/SSHEET 5(Al ,a7oTECHNOLOGY oalvE EXTRUSIONS&FRAME CORNER DETAIL ,0,� •.,FtoR+QP' O.` J.R. 0"Int C NOCHMIQES7HISSHEE'T. FMCM18.FL34276 T *� �.,,Ccs+s,/�AL�a�; 7EFRAMECORNSMSSEMBLYTOXCLUDELF. ro �� ALUM.SINGLE=HUNG WINDOW,IMPACT �,, , AK. flX MA S. re.sae,e mr, •e.e mwo"a ti, A.LYNR/MILL� P.E. -M gryA7S JJ 4 �' 8H71M HBII 7 + 11 4040 20 D FL P.E.0 68706 ANCHOR QUANTITIES FOR 1/1 FLANGED WINDOWS TABLE 6. ANCHORAGE NOTES: WINDOW HEIGHT 1. ANCHOR TYPES: 1-1/4'mELCO TAPCONS•,-- SUBSTRATE: 28.603 34.603 , 40.603 48.803 52.003:` 58.903' '-"_'_`84:803 -- 78.000 2-1/4"ELLCO-SS4 CRETE-FLEX Z --- r — 3-1112 SCREWS ANCHOR TYPE: vot) U v U '"o U v U ` 73 l UU U QU "Ci QU v WINDOW GLASS c�i �iol N O O c3 N O'"ON z c'16N c! N `V fl 3 N"'-O cif N"�I 8 cl�Z CIO N" U 2 HE LLLO 8 /G h IME FROM TOP CORNERS. HOR LOCATIONS ARE BASED ON E TYPE Z U U U. U C,D,E,F;G, 1 1 1 _1 1 1 1_ 1 ;; 1 1 _1 1 1 1 ~t_ 1 _7 1__1_ "T 1_ 1 1 JAMES-1710 MAX.FROM TOP CORNERS 15"MAX.FROM BOTTOM CORNERS H,I,J,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 2 3 2 2 3 3 8"MAX BELOW MTG.RAIL 19.125 1` SILL-ANCHORS NOT REQUIRED I, 1 2 1 1 -ITI 1 2 1 1 1 2 2 2 1 2; 2i EZ- 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 3.INSTALL PER THE ADJACENT TABLE ANCHOR 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 QUANTITIES USING THE DIMENSIONAL CRITERIA OF fIOTE 2. 24.000 H,I,J,K,L 112,111 1 21 21 21 2221 222222. 2222222222 322222 32223332233 ] 1 1 1 _1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 4.TABLE WIDTH AND HEIGHT DIMENSION ARE FOR A,B,M — — - — _ _—_ — -- 71 -2 - FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS 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 3'1'3 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 2 1 1 ®ESIGN PRESSURE LIMITATIONS: 32.000 HAJ,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 2 2 3 3 3 4 3 2 3 3 3 4 3 3 4 4 SIZE BLOCKS OF THE ADJACENT TABLE WITH A 1 1 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 A B,M 1 2 1121212 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 OF ANCHORS SHOWN IN BOLD. OTHERWISE,THE 3 3 4 4 MAXIMUM DESIGN PRESSURE WITH THE QUANTITY C,D,E,FIG, 1 1 1 1 1 1 2 1 _1 2 1 2 2 1 r--'2' 2 1 2 2 1 2:' 1 2 _1 2 MAXIMUM DESIGN 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 PRESSURE FORTH '37.000: - u RESPECTIVE SIZE — sW B,M 1 1 1 1 1 1 2 1 1 2 1 2 2 1 ` ':V 2 1 2 2 1 ;g�,', 2 1 2 AND GLASS TYPE IS 221 2222312232322232322232323'• :3423333433! ". 1363344 AVAILABLE. PS 78 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 40.000 H,I,J,K,L 221222232223232223232323242333342334353334453344 ARM 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 221222232223232223232323242333342334353334453344 PSF 79 TABLE KEY: 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,IJ,K,L 2 2 2 2 2 2 2 3 2 2 2 3 2 3 2 2 3 3 2 4 2 3 3 3'iT4 2 3 3 3 314 2L 3 4 3 5 3 3 3 4 4 5 3 4 4 5 MAX.PSF 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 A B,M — — HEAD 2 RODUCf RBVLSUD 2222222 322213: 232233242 333342 3 3334233436 333445 3446PIYI46with lheFlorkla JAMB ABOVE 2 3 enaleBC�daftoductCcntim; a PSF 79 79 eaepta MTG.RAILrp/� C,D,E,F,G, 2 2 2 2 J22 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 JAMB BELOW 48.000 H,I,J,K,L 2121212 2 2 213 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 imol A,B,M 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 _2_ 2 212 212 2 2 2 3 31412131313 3T4 2 3 3 4 3 4 2 3 3 4 3 5 3 3 3 4 3 6 3 3 4 5 48 3 4 5 5 (FULL DP) IIIIIII PSF 72 78 78 HEAD - 2 � C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 3 3 _2 3 JAMB ABOVE 2 3 41, O�53.125 H,I,J,K,L 222222232223342334 342334343334353344463445463456 MTG.RAIL 5$105 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 2- 3 2 3 JAMB BELOW aa ABM 222 222 2 3 22 2 334 233 4 34 2 334 34 3 3 3435 33 444 6334 648 3446 MTG.RAIL = W= o b� er �' o 'Z JJ 10/07/!1 D NO CHANCE87HI68HEET cr+wu %�'� ', SIN vovo- 0 10Yo7ECHNOLOGY DRIVE ANCHORAGE SPACING, 1/1 WINDOWS ,, FLovt ✓.R 04J0ln1 C NOCHANOE9WSSHEET Ngt marLaws o� 'O'cF'•.... . Ho a rA9s7r�rcrEoersuE P.o.BQX,baa ALUM.SINGLE HUNG WINDOW,IMPACT �� FJG flnsroe 9 DOPMASGvtIiEHBAPICH 1 e.�e�,m,e eda ..c a„tene R.r A LY�f�IM11LLiF ,P.E. onneX hbe NOKOMIa,FL.-14 V4lb(y&f ter F.1G 7/2B/OS J.,L 223tD7 8N700 NTS 8 d 11 4040,20 FL P.E.#68706 ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE S. ANCHORAGE NOTES: WINDOW HEIGHT 1. ANCHOR TYPES: 1-i/4"ELCO TAPCONS SUBSTRATE: 2N ® 2-114"ELCO SS cq 4 CRETE •FLEX9. 55 37.155 44.555 2.165 59.655 67.1 74.655 78.000 3-#12SCREWS co S ) UANCHOR TYPp U V U U pvU p O rU 2•ANCHOR LOCATIONS ARE BASED ON THE U UWINDOW GAOZ ZMOZ ZZ ZnO Z-ZMOZZc9O Z Z0Znp v NQN NQNNNOO Vcli QQQFOLLOWING DIMENSIONS WIDTH V VV HEAD 812MAX FRTOP CORNERS C,O,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 _7 1 JAMBS-17 V2"MAX.FROM TOP CORNERS H,I,J,K,L 16"MAX.FROM BOTTOM CORNERS 19.125 1 1 1 1 1 1 Ili 2 1 2 2 2 2 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 2 3 2 2 2 3 2 B"MAX.BELOW MTG.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 11 1 1112221 22222122222222222222222222322232322232 3.INSTALL PER THE ADJACENT TABLE ANCHOR PSF 78 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 NOTE 2. 24.000 HI,J,K,I 1 1 1 1 1 1 2 2 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 2 3 2 2 2 3 2 ABLE WIDTH AND HEIGHT DIMENSION ARE FOR A,B M1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS 11 1 111 221 12: 22222222222222223232223232222: 322232 AARE i"LESS. PSF 88 77 5. DESIGN PRESSURE LIMITATIONS: C,D,E,F,G, 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 1 1 SIZE BLOCKS OF THE ADJACENT TABLE WITH A 32.000 HI,J,KL 1 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 3 3 2 4 3 4 3 3 2 4 3 Bpq�UrolDEsiED VALUEGNPREss7REWVE rcHTH INDICATE A QUANTITY A.B.M 1 1 1 1 1 1 _1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 1 1 OF ANCHORS SHOWN IN BOLD.OTHERWISE,THE 1 1 1 1 1 7 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 3 3 214-F3 4 3 3 2 4 3 MAXIMUM DESIGN PSF 58 6T' 78 RESPRESSURE FORTH SIM C,D,E,F,G, 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1' 2 2 1 2 2 1 2 AND GLASS TYPE AND OLAS.4 TYPE 13 37.000 H,I,J,KL 1 1 1 g 1 1 2 2 212 2 2 2 3 2 2 2 3 3 3 2 2 3 3 3 3 3 3 4 3 3 3 3 2 3 3 4 3 3 2 4 3 4 4 3 2 4 3 AVAILABLE. ABM 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 111111222222232223332233333343333233433243443243 PSF 54 78 82 1 78 C,D,E,F,G, 2 2 2 2 2 2 2 1 2 1 2 2k212 2 2 2 2 2 2 2 2 2 2 . 2 2 40.000 H,I,J,KL TF 1 111 22222223223333433343333343443 343443363 A,B,M 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2111 11122222223223333433343333333443343443353 TABLE KEY: PSF 49 79 56 79 78 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 MAX.PSF 44.000 H,I,J,KL 111111 22222233223334233344334344334344334344 3-54 (DP LIMITED) 117 ItODUCf REMS5D 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 HEAD 3 ,,,ply.gwlththaFbrlda 1111 71 222222332233342333443343443343443343b43354 JAMBABOVE3 3 uitdin¢Cuda 1-1OL PSF 45 74 51 74 79 79 &TrG.RAIL C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 1 2 1 2 3 2 2 3 2 2 JAMB BELOW H,I,J,K,L MTC.RAIL adoProductCoW 48.000 11111I222222332233343333443344b43344444354444354 ABM 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 1 1 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 3 3 4 4 4 4 4 3 6 4 4 4 4 3 6 4 FULL DP 1111111 PSF 41 137 46 67 76 79 HEADq22 `��� �VNN MI(� 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 JAMB ABOVE ;`,raGENSER63.125 H,I,JK,L 1 1 1 1 1 1 2 22 2 2 2 3 3 3 3 3 3 4 4 3 3 44 4 4 3 3 4 4 4 4 3 3 4 4 5 5 4 3 5 4 5 54 3 5 4 MTGRAJ L2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 2 3 2 3 3 2 3 JAMBBELO _*; No W- A,B,M 1 1 1 111 2222223333334433444433444433446443b4S44354 gra a p Olf ; LUQ erntsye ��0'•. Of Z: JA fW07Mf D NO LJLANQES THrB!#rM7 Imo rECFwoiocaY ORwe �� O gFLOR10P T ANCHORAGE SPACING STANDARD VIEW '•. J.R. oarorirt c 1aLs ulVMQTYX1WSTR1cr,:oBYS= NOKOM1s,Fl.aur¢ �" %��53lONA�'�`a• FJC o"3W B OP R TY18 RESTRMW BYS¢E Pm¢'X 762Y SINGLE HUNG bVINDOW IMPACT n- A.�M MI !8K P.E. F 7r1&l0 J.J. �7 NOKOptiB, L�4 1�istbly�� 8+//00 NTS 9 r 1 f 404Li YO O FL P.E.#55705 ANCHOR QUANTITIES ABOVE MEETING RAIL HEAD 8,JAMBS CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. ANCHORAGE NOTES: WINDOW HEIGHT MINUS SASH HEIGHT FROM TABLE 8. 1.ANCHOR TYPES: 1-1/4"ELCO TAPCONS SUBSTRATE: ffi- 26 22.688 28.211 .75 9.298 U A 44.839 60.382 55.925 2-14ELCO SS 4 CRETE-FLEX ANCHORTYPE: 3412SCREWS0 V C U v o O v 2.ANCHOR ARE BASED ON THE FOLLO WIINGLAONO �O Q MOO QN �QpN 1 N QUO� 5 cU cp pMENSON6WIDTHU U U5 U U pU U-WINDOW GS U ® HEAD-181/2"MAX.FROM CORNERS 19.126 D,E F J, 1 1 1 1 -1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 JAMBS-17112"MAX.FROM TOP CORNERS K� 1 1 1 2 2 2 2 2 2 p'2 Z _-2• .2 2- -3 2 3 -3- 2 -3-- 3 -3 3 11 1/2°MAX.ABOVE THE MEETING RAIL 24.000 D,E,F,J, 1 1 1 1 1 1 1 1 1 1- 1 1 1 1 1-11.1 1 1 1 1 1 1 1 1 8"MAX.BELOW MTG.RAIL - 15"MAX.FROM BOTTOM CORNERS KL _.�._ �_ ...._'.__.2_._2 2- 2 1 2_ 2 2 2 3 3 2 3 3- -2_ 3--9 3 3 8 3 4 SILL-ANCHORS NOT REQUIRED 32.000 D,E F,J,. 11- 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 3.DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM K L 1 1 1 2 2 3 3VIEW WINDOWS FROM TA13LES 7.AND S.usiNG THE 2 3 3 3 3 3 2 3 4 3 4 4 3 4 6 3 5 ®DIMENSIONAL CRITERIA OF NOTE 2. USE TA9LE 7.FOR PSF 79 ABOVE THE MEETING RAIL AND TABLE 8.FAR BELOW. 37.000 D,E,F,J, 1 1_ 1 2 1 2 2 1 2 2_ 1 2 _2 1 2 2 1 2_ 2 1 2 2 1 2 4.AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW KL 1 1 1 2 2 2 3 2 3 3 3 4 3 3! 3 '4 3 4 4 -4 6 5 A 5 ®WINDOWS ARE 12 5/8"MIN.TO 36"MAX. PSF 79 79 79 79 TABLE WIDTH AND HEIGHT DIMENSION ARE FOR AS FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 40.000 D,E,F,J, 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"LESS. K,L 1 1 1 2 2 2 3 3 3 4 3� 4 4 3 4 4 3 6 4 4 . 5 5 4- 6 S.=PRESSURE LIMITATIONS: PS 78 76 79 77 79 79 79 ®SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD 44.000 D,E,F,J, 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 1 2 2 2 2 2121 2 _Lj_2 1 2 ITALICIZED VALUE ABOVE THEM,INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS KL 1 1 1 2 2 2 3 3 3 4 4 4 4 3 1 5 4 1 3 1 6 6 1 4 1 6 6 1 4 1 6 SHOWN IN BOLD. OTHERWISE,THE MAXIMUM DESIGN PSF 78 79 70 79 79 71 79 73 76 PRESSURE FOR THE 48.000 D,E,F,J, 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 3 2 2 RESPECTIVE SIZE ANO GLASS TYPE IS KL 1 1 1 2 2 2 3 3 3 4 4 4 5 1 4 1 5 5 4 6_5 4 6 6 6 8 AVAILABLE. PSF 71 78 63 71 78 64 74 66 77 69 69 ® TABLE 7.KEY: 53.125 DE.F,J,l 2 1 2 1 2 1 2 2 2 3 2 2 3 2 3 3 1 2 3 3 2 3 3 2 3 3 2 3 K L 1 1 1 1 2 2 2 3 3 3 4 4 4 6 1 4 6 8 5 6 8 1 b 1 7 1 8 6 7 MAX-PSF IDP LM4TED) 112 ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL,CUSTOM FLANGED WINDOWS BASED ON SASH HT. HEAD 2 TABLE 8. JAMB ABOVE 2 SASH HEIGHT MTG.RAIL SUBSTRATE. M112.7T/1615.776 18.776 21.778 24.778 27.776 30.776 31. 06 ANCHOR TYPE. QQ QQ [QZn � ' [Q� (Z� QopQ (z� )WINDOW a3QN " r; tfQ08 , N § - PI47N ' 8 (4 NOr O t1QN ' 8 HEAD 2VNID { 5 S (� Cl S U S S S U C1 5 JAMB ABOVE 419.125 2 1 2 2 1 2 2 2tE2 2 2 2 2 2 2 2 2 2 2 2 2 2 MTG.RAIL RWu rREISEDYlodam 24.000 2 1 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 232.000 2 2 2 3 2 2 3 2 3 2 3 3 2 3 4 2 3 4 2 3 Adler %%+ j O l �k /��/�► 37.000 79 ® TABLE&KEY: 2 1 2 2 2 2 3-F-2—F-3 3 2 3 3 3 3 3 3 3 4 3 3 4 3 4 Comm1 40.000 74 MAX PSF 2 1 2 1 2 2 2 1 2 1 3 1 2 1 3 3 1 2 1 3 3 3 3 4 3 3 4 3 4 4 3 4 IDP LIMITED) 1.12 8878 JAMB BELOW 2 11111111/ 44.000 2 2 2 2 2 2 3 2 1 3 3 13 3 4 1 3 1 3 4 3 4 5 1 3 1 4 5 3 4 MTG,RAIL -,`O�V.YNN.,yj�(��i��' 63 72 79 46.000 2r2� 2 2 2 2 3 2 3 4 3 3 .4 3 4 4 3 4 5 3 4 5 3 4 FU( LL DP)e No,58705 125 73 58 86 72 JAMB BELOW 2. 22 2 2 2 3 3 3 4 3 4 4 3 4 6 3 4 5 3 5 5 3 6 MTG.RAIL :•O', C( /� N �` J.J. ao7nt v NocxANaEsnllssfrEET %gyp'•. SIP, oP ,��„ OLOG„ P ..�.�. ANCHORAGE SPACING CUSTOM VIEW i ,(� FLOR10,.•' --g. idt omwi C NOCRANOESTHISSHEET NaWMAFL3 75 ae ���CS (GCS-"- FK. ffftm a IS REBTRfCTEnerB� PA.egxla2rt ALUM.SINGLEHUNGWlNDOW IMPACT '��SlONA�,%%% er. c.� NaaoMIe.FLxv4 VW61yBe� w�.�ewe hr re a*m- rt� A.LYNUifrlUJl P.E. F.K. 728/1?6 J.J z2807 8H70D NTS 10 + f1 104020 D FLP.E.if68705 EXTERIOR INTERIOR H-�, ®NOTES: 1:FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-RADE COUNTY (ALL HEAD AND SILL DETAILS) ® APPROVED 1/4"ELCO TAPCONS OR 1/4"SS4 CRETE-FLEX. MINIMUM DISTANCE FROM CONCRETE ANCHOR ANCHOR TO CONCRETE EDGE IS 1 3W. 3.35 KSI MIN.CONCRETE (SEE NOTE 1&3),& 2x WOOD BUCK WOOD ANCHOR 2.FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY,USE#12 STEEL SCREWS(G5)OR ®(SEE NOTE 4) (SEE NOTE 2&3)® 1/4"SS4 CRETE-FLEX. 3.FLAT HEAD ANCHORS,WHERE REQUIRED;MUST HAVE 1112 TRIMFIT HEADS. 4.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE .;..••;! , '. 13/6"MIN.,114"TAPCON%l TOTAL THICKNESS IS LESS THAN 11/2". lx WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE •1314 MIN.,1/4"CRETE-FLEX INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" OPTIONAL 1x o - 1 " THICK OR GREATER• INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE WOOD BUCK MIN. ® ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION, (SEE NOTE 4) — 6.FOR ATTACHMENT TO AMINUM;THE MATERIAL SHALL BE A MINIMUM STRENGTH OF UW' 1/4, 6063-75 AND A MINIMUM 116"THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE MAX, OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHIM MAX SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A'#12 SHEET SHIM DETAIL A DETAIL B METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET,THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS TYPICAL FLANGED HEAD ANCHORAGE MAY BE USED. AFLANGED FRAME COMPONENT MAY BE SUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS. FOR INTEGRAL FIN 1 1/4' 1 ® MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. 1/4"MAX SHIM — Pd�N., 1/q. SHIM MIN. 6.ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 7,MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT, EDITION,SECTION 2003.6.4(SUPPLEMENT 2005). CONCRETE ANCHOR, WOOD ANCHOR, .! FH BELOW MEETING FH BELOW MEETING® RAIL.(SEE NOTE 1&3),& RAIL.(SEE NOTE 2&3) 3.35 KSI MIN.CONCRETE f,"f OR 1.6 KSI MIN.CMU® INTERIOR (ALL JAMB DETAILS) 1x BUCK OPTIONAL WITH SOLID CONCRETE 2x WOOD BUCK EXTERIOR SUBSTRATE(SEE NOTE Q)® (SEE NOTE 4)® DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE MAX. SHIM WOOD FRAME MAX. _ SHIM ODUCTREVISED —WOOD FRAME 0 wnplying with the Hadda 1dagCedo _ .131"DIA.MIN. 3Ad Plmnco o x 21/2 NAIL, .131"DIA.MIN. AT CORNERS x 21/2"NAIL, AND 6"O.C. Mimtd de Pro attCo:+ttn AT CORNERS WOOD FRAME AND 5"O.C. .131"DIA.MIN. 1/4" x2112"NAIL, LYENNNSEM/'(MM ! CORNERSAT ` '�A .SAND6"O. JO DETAIL F,(HEAD) DETAIL E,(JAMB) DETAIL G,(SILL) =* No.68705 TYPICAL INTEGRAL FIN ANCHORAGE ® = a J.J. IW7/f f D NO 01MCES TH/S SHEET cw.trn GE 0 FP•• _'' 1070 sECHNOLOGYMPIE ANCHORA DETAILS ,, ,�, FLo�o,. aC9� J R.' 04/Ofn! C NDC/W�GEB THfB SHEET NoxoM18,FL 94278 1°" ,''�irS'SION AL •�`• DlhREORALFINANCHO of uADATE&REORDERNo7E8. —. ALUM.SINGLE HUNG WINDOW,IMPACT ,, ,� 7. FJG 1fn3roe B ADD Ming p P.O.t30X1b28 a,,,,�, tr" A.L"&MILLOftt P.E. PJC .1/05 j,J Naconas Fl stv4 Virlbb��+ �� NTS 11 + 1 f 404020 0 FL P.E.#68705