Loading...
HomeMy WebLinkAboutProduct Approval FILE COPY MIAMI.=ME MIAMI-DADE COUNTY no PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) . 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(7W315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) vnvw.miFimidade.gov/eeonomy PGT Industries 1070 Technology Drive North Venice,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 RER - 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. RER 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: Ser*ies"SH-700"Aluminum Single Hung Window—L.M.I. APPROVAL DOCUMENT: Drawing No. 4040-20,titled"Alum. Single Hung Window,Impact",-sheets I through 11 of 11, dated 09/01/05, with revision E dated 05/12/15, prepared by manufacturer, signed and seated 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 INTACT RATING:Large and Small Missile Impact Resistant. LABELING: Each unit shalt 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 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 thejob'site at the request of the Building Official. This NOA revises and renews NOA#11-1013.14 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. =1AMIaADE0 NOA No.15-0519.08 Expiration Date: Mafth 26,2021 f Approval Date: July092015 ill Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBiVIITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 05-10,18.01 and 07-0322.06) 2. Drawing No 4040-20,titled"Alum. Single Hung Window,Impact", sheets 1 through 11 of 11,dated 09/01/05,with revision E dated 05/12115,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 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 Report No.FTL-4957, dated 10/03/06,signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA No.07-0322.06) 2. Test reports on: 1)Air Infiltration Test,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.FTL-4958 and FTL-5063, dated 10/03/06 and 11/21/06, both signed and sealed by Edmundo Largaespada,P.E. (Submitted under 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 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. FTL-4649 and FTL-4723,dated 10/05/05 and 08/11/05,both signed and sealed by Edmundo Largaespada,P.E. (Submitted under NOA No. 05-1018.01) Manuel re ,P.E. Product Contr Ex iner NOA No. -0519.08 Expiration Date: March 26,2021 Approval Date: July 092015 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(CONTINUED) 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 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.FTL-4947 and FTL-4650,dated 08/11/05,both signed and sealed by Edmundo Largaespada,P.E. (Submitted tinder NOA No.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, with fin frame,prepared by Fenestration Testing Laboratory, Inc.,Test Reports No.FTL-4948 and FTL-4646,dated 08/10/05,both signed and sealed by - Edmundo Largaespada,.P.E. (Submitter)tinder NOA No.05-1018.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-5'h Edition(2014),dated 05/12/155,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-042117 issued to Eastman Chemical Company (KA) for their"Saflex Clear-and Color Glass interlayers" dated 06/19/14,expiring on 05/21/16. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their "Kuraray Butacite@ PVB Glass Thterlayer"dated 04/25/15,expiring on 12/11/16. Manue'nereA P.B. Product Conti of Exa tiner NOA No. 5- 19.08 Expiration Date: March 26,20.21 Approval Date: July 09 2015 i PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS I. Statement letter of conformance, complying with FBC-5'h Edition (2014), dated May 16,2015,issued by manufacturer, signed and sealed by A. Lynn Miller,P.E. 2. Statement letter of no financial interest, dated May 16, 2015, issued by manufacturer, signed and sealed by A.Lynn Miller,P.E. 3. Laboratory compliance letter for Test Reports No.FTL-4957,FTL-4958 and FTL- 5063,issued by Fenestration,Testing Laboratory,Inc., dated 10/03/06,signed and sealed by Edmundo Largaespada,P.E. (Submitted under NOA No. 67-0322.06) 4. Laboratory compliance letter for Test Reports No.FTL-4649,FTL-4723. FTL-4947, FTL-4650,FTL-4948 and FTL-4646,issued by Fenestration Testing Laboratory-, Inc.,dated 08/10/05,signed and sealed by Edmundo Largaespada,P.E. (Submitted under NOA No. 05-1018.01) G. OTHERS 1. Notice of Acceptance No. 11-1013.14,issued to PGT Industries for their Series "SH-700"Aluminum Single Hung Window-L.M.I., approved on 11/03/11 and expiring on 03/26/16. Manuel z P-E. Product Contr 1 Ex a iner NOA No. 19.08 Expiration Date: March 26,2021 Approval Date: July D92015 E-3 GENERAL NOTES:IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1.GLAZING OPTIONS:(SEE DETAILS ON SHEET2) 6-LAMI CONSISTING OF(2)LITE$OF 1/8"ANNEALED GLASS WITH A.09W-KURARAY BUTACITE AVB(BY KURARAY AMERICA,INC.) R.090'SAFLEX PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) B.6116'LAMI CONSISTING OF(1)LITE OF 1/8"ANNEALED GLASS AND(1)LITE OF 118-HEAT STRENGTHENED GLASS WITH A .090"KURARAY BUTACITE'OVB(BY KURARAY AMERICA,INC.)OR.090'SAFLEX AVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) C,6/16"LAMI CONSISTING Of(2)LITES OF 1/8'HEAT STRENGTHENED GLASS WITH A ,090"KURARAY BUTACITE PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX AVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) D.7/16"LAMI CONSISTING OF(2)LITES OF 3116"ANNEALED GLASS WITH A.090"KURARAY BUTACITE PVB(BY KURARAY AMERICA,INC.) OR.090"SAFLEXPV13 INTERLAYER(BY EASTMAN CHEMICAL COMPANY) E.7/16'LAMI CONSISTING OF(1)LITE OF 3/16"ANNEALED GLASS AND(1)LITE OF 3116-HEAT STRENGTHENED GLASS WITH A NOA DRAWING MAP .090-KURARAY BUTACITE90VB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) F.7/16"LAMI CONSISTING OF(2)LITES OF 3116"HEAT STRENGTHENED GLASS WITH A.09n'KURARAY BUTACITE PVB(BY KURARAY AMERICA,INC.) SHEET OR.090"SAFLEXPVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) GENERAL NOTES.............1 G.I31I6-LAMI IG:(1)LITE OF 1/8-TEMPERED GLASS,AN AIR SPACE AND 5116-LAMI CONSISTING OF(2)LITES OF 118"ANNEALED GLASS WITH A GLAZING DETAILS............2 .090"KURARAY BUTACITE-PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX AVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) DESIGN PRESSURES.......3 H.13/16"LAMI IG.(1)LITE OF 118"TEMPERED GLASS,AN AIR SPACE AND 5116"LAMI CONSISTING OF(1)LITE OF I/WANNEALED GLASS AND(1)LITE ELEVATIONS.............. 4 OF 1/8"HEAT STRENGTHENED GLASS WITH A.090"KURARAY BUTACITE'PVB(BY KURARAY AMERICA,INC.) VERT.SECTIONS.............5 OR.090"SAFLFXPVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) HORIZ.SECTIONS.......,....5 1,13/16"LAM[IG:(1)LITE OF 118"TEMPERED GLASS,AN AIR SPACE AND 51161,LAMI CONSISTING OF(2)LITES OF 118"HEAT STRENGTHENED GLASS PARTS LIST............... 6 WITH A.090"KURARAY SUTACITE-PV8(BY KURARAY AMERICA,INC.)OR.090"SAFLEX TIVS INTERLAYER(BY EASTMAN CHEMICAL COMPANY) EXTRUSIONS....................7 J.13116"LAMI IG:(I)LITE OF 1/811 TEMPERED GLASS,AN AIR SPACE AND 7/16"LAMI CONSISTING OF(2)LITES OF 3116"ANNEALED GLASS WITH A CORNER DETAIL..............7 ,090'KURARAY BUTACITEPV8(BY KURARAY AMERICA,INC.)011.090"SAFLEX AVB INTERLAYER,(BY EASTMAN CHEMICAL COMPANY) ANCHORAGE 8.11 K.13116"LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 7/16"LAMI CONSISTING OF,(i)LITE OF 3/16"ANNEALED GLASS AND(1)LITE OF 3116"NEAT STRENGTHENED GLASS WITH A.090'KURARAY BUTACITE 10V13(BY KURARAY AMERICA,INC.) OR.090"SAFLEX"PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) L.13/18"LAW IG:(1)LITE OF 116-TEMPERED GLASS,AN AIR SPACE AND 7/16-LAMI CONSISTING OF(2)LITES Of 3/16-HEAT STRENGTHENED GLASS WITH A.090"KURARAY BUTACITE AVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX'PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) M.13116-LAMI IG:(1)LITE OF 116-ANNEAL ED GLASS,AN AIR SPACE AND 5116-LAM)CONSISTING OF(2)LITES OF 118-ANNEALED GLASS WITH A .090*KURARAY BUTACITE"PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX'PvB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) 2.CONFIGURATIONS;"OX"(111,VIEW AND RADIUS TOP,ALL Wl 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. B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. 4.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT,SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. PRODUCT RUM130 5.SHUTTERS ARE NOT REQUIRED. w minplyina wigs Lho FWdvL AoildiA, p-w No '0 14,013 6.FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. 7.REFERENCES:TEST REPORTS FTL-4646,FTL-4646,FTL-4647,FTL-4648,FTL-4649,FTL-4650,FTL-4651,FTL4723,FTL-4957,FTL-4958 AND FTL-5063. By talc Pmdoc{ C." ANSI/AF&PA NDS FOR WOOD CONSTRUCTION ALUMINUM DESIGN MANUAL B.SERIESIMODEL DESIGNATION SH700,ALSO REFERRED TO AS SH70 1. 9.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS Or THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY LY NN '.f1tl HURRICANE ZONE(HVHZ). N 10.FOR INSULATED GLASS INSTALLATIONS IN THE HVHZ ABOVE 30 FT,ONLY GLAZING OPTIONS WITH TEMPERED CAPS(G-L)ARE ALLOWED. n�vy. • 01 h M-L-LE L.M. 5MEDlTl0N(20I4)FBC UPDATE .1-G.F"FlAIIERAL N TES N.WN CE.FL 3427 J.J. 2010 FIBC UPDATE IL ALUM.SINGLE HUNG WINDOW,IMPACT 10/.7111 D J.R. CHANGED CAP GLASS TYPE TO TEMPERED FROM HS P.01 Box 1529 1 P.E, rwb.. MKOMId.FL 34274 visibly8cew TS 11 4040.20 E FL F .4 58705 F2 2wit SH700 K. �1/0-,toj-,-, M3107 NOTE: LAMI IG OUTBOXRD LITES MAY BE UPGRADED TO 3/iS"WITH NO CHANGE IN DESIGN PRESSURE. 41 V2" M. 112"NOM. GLASSITE GLASS BITE <VD EXTERIORINTERIOR* (ALL SECTIONS) ull 37 (37)-- KURARAY BUTACITE' PVBINTERLAYER or 80,81 or (83,84 or 86) SAFLEX"PV8 INTERLAYER BY I---------- EASTMAN CHEMICAL COMPANY 70 70 1/8"ANNEALED OR HEAT ST NGTHENED GLASS 3/16"ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER 090 PVB INTERLAYER 1/8"ANNEALED OR HEA TRENGTHENED GLASS ANNEALED OR HEAT STRENGTHENED GLASS 5/16"NOM. 7/16'LAMINATED 5/16"LAMI GL 7/16"LAMINATED GLASS n n W"NOM. 112"NOM. 46 GLASS BITE 46 GLASS SITE 38 38 PRODUCIr REVIS111) as cwtjayjpa with tho FWda 86,87,88 or 92 00"Idinscude 89,90 or 91 AcmPt-vMN" 70 sMlwnadaPraJoctUonI 118"ANNEALED OR HEAT STRENGTHENED GLASS 3/16"ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER .090 PVB INTERLAYER 118"ANNEALED OR HEAT STRENGTHENED GLASS 3/16"ANNEALED OR HEAT STRENGTHENED GLASS \011%111111 rr -A717� 7116"LAMINATED \p ....".4f/4 \I 5116'LAMINATED ...I....... tWl, AIR SPACE AIR SPACE 116"ANNEALED OR TEMPERED GLASS A I/8'TEMPEREO GLASS 'NOM. 13118"NOM. It MD.5t1705 13/16"LAMI IG GLASS W/5/16"LAMI 13/16"LAMI IG GLASS W17/16"LAMI 15 IL.M, 61121 E - REVISED INTERLAYER WNUFACTURER 'r.1 A nivr'AILS .......... JJ, 10/07/11 0 NO CHANGES THIS SHEET N.Vr:N1CF,FL34 75 R.War. mw FIR-- ALUM.SINGLE HUNG WINDOW,IMPACT J.it 04101111 C CHANGED CAP GLASS TYPE TO TEMPEREV FROM HS P.O�Box 1529 LYNN MILLER,P.E. Q-0F�W --r— NOKOMIS.FL34274 Visibly Seft&r 4040-20 FL P.E.0 58705 F.K. X1105 J.J. 0z"26107 1/1 FLANGE OR INTEGRAL FIN WINDOWS W1 HIGH SILL OPTION TABLE 1. BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH,- GLMS TYPE 661. Go" 70" _72--1- 74" To" MEETING RAIL ICY M -SLO 0 -80.0) +80.0 -80.0 -+80.0 .80.0 +60.0 -8010 +60.0 -80.0 +80.0 -80.0 +80.0 -80.0 HT. J A,S,M .80.0 �� +80.0 -60 0 *80.0 .80.0 +00.0 -80.0 +ao.o -so.o +80,0 -BOX +79A -79�O SA,H -7-S.' 0 10. .0 74JI or. A,B,M +80.o eoo +aoo -.B!0o +80.o -so.0 +BoO -80,0 +78.8 -78.B +77.3 �77.3 475.9 -75.9 G 63 118" A,B,M +00.0 -80.0 +8D.0 -80.0 +79.6 29.6 +78.2 -78.2 +76.9 -76.9 +75.4 -75.4 +74.0 - UPT0631l8" C,D,E,F,G,H.I.J,K.L +80.0 -80.01+80.0 -8D,0 +80.0 -80.0 +80.0 -80.0 -- - - _80.0 STANDARD VIEW&RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS WI HIGH SILL OPTION TABLE 2. BASED ON N FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WINDOW H.EIGHT WIDTH- GLASS TYPE 38 3/8" '"1 1 60 618" 63" 4" 'to" r4 - HT. MEETING RAIL 48" A,B,M +80.0 -80.0 +80.0 -8010 +80.0 -80.0 +80.0 -80.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 601. +,3(,.o J A,B,M +00.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.9 -7%9 +70.0 -70.0 +70.0 -70.0. +70.0 -70.0 X. STK sr. A,B,M +80.0 -80.0 +80.a -80.0 +80.0 -80.0 +76.9 -76.9 +70.0 70.0 +68,B .68.8 +07.6 -67.6. +,00 .0 4 531181, A,B,M, +00.0 -80.0 +80.0 -80.0 +60.0 -80.0 +75.0 -75 +68.0 _68.0 466.7 -66.7 +65.6 -65-6 +800 A - UPTO63118" C.D.E,F,G,H,I,jK,L- -+80.0 -80.0 +80.0 -TOT0 -- 78050 -80.0 +80.0 -80.0 +70.0 70#050 CUSTOM VIEW&RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/HIGH SILL OPTION TABLE 3. ,-- BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS " WIT. WINDOW HEIGHT MINUS SASH HEIGHT(MAX,WINDOW HT.Wl SASH-76"FLANGED AND 76"INTEGRAL FIN) MINUS - 3314" 1 39 6115" 1 60 318" 66 15116" WIDTH GLASS TYPE 17110"�2211116-' 28 3116-- 3- 4413/16" SASH -011 HT, 63 IIW' D,E,F,J,K,O +80.0 1 .80.0 1+80.0 -80.0 +80.0] -80.( HT, MEETING RAIL S GLASS TYPES: TEST REPORTS TABLE 4. SASH A.) 71,4647,4648,4723,4957 5116"LAMI-(1X-A,.090,1/8-'A) F B.5110-LAMI-(118"A..090,1/8-HS) FTL-4647.4648 C.5/16"LAMI-(118"HS-090,1WHS) FTL-4647,4648 D.7/16"LAMI-(31I6-A,090,3/18-A) FTL4645,4885 E,7116"LAM[-(3116"A,.090.3116-HS) FTL-4646 111toDur-Tanvism ml mi"plying with Bjc Ft,,dd,, F.7/16"LAMI-(3/1WHS,090,311WHS) M-4646 ".1ildhig C04C A N,IrSJ-0 G.13116"LAMI IG-118"T,AIR SPACE,5/`16-LAMI-(1/&-A,.090,`Il8'-A) FTL4646,4723 N H.13!16"LAMI IG-1/8"T,AIR SPACE,5116-1 LAMI-(118"A,.090,1ffHS) FTL 4646 13Y 1, 13flTLAMI IG-l/8`T AIRSPACE,611V LAMI-(l/WHS,.o90JlWHS) FTL4646 Il Mia Dadclfoduct nut J.13/16"LAMI IG-118"T,AIRSPACE.7/16-LAMI-(3/IVA,.090,3/16-A) PTL-0649,4650 K.13116'LAMI IG-118"T.AIR SPACE,7/16-LAMI-(3116-A..090,3116"HS) FTL-4649,4650,4958 L.13116-LAM[IG-1/8"T,AIR SPACE,7/16-LAMI-(3116'HS..090,3/16"HS) FTI-4649,4650 M.13716"LAMI IG-IWA,AIR SPACE,5116"LAMI-(1/8"A,090,1/8"A) FT46063 ....... NOTES: 1,WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF+04.0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. t.)O.68705 2.FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING V FROM THE FLANGED TIP-TO-TIP FRAME DIMENSIONS. 7 3.AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 518"MINIMUM TO 36"MAXIMUM. 4.GLASS TYPES C,G.H,AND I MAY BE USED IN SASH ONLY STATS C)r' VJ L.M. 61 IVIS, E ADDSASHOLAS S OPTIONS FOR CVSTOM VIEW WINDOWS DESIGN PRESSURES ....... Ra le70 '11N.L0 Gy"""r id. VVY!" D NO CHANGESTHIS SHEET L N215 �4101111 C CHANCED CAP CLASS TYPE TO TEMPERED FROM HS P.0,BOX t629 ave 3i ALUM,SINGLE HUNG WINDOW,!MPACT J.R. a.w0- A.LYN R.P.E, -6�by 5;0- NOKWAIS.FL 34274 Visibly fletw SH700 NTS 3 0 11 4040-20 E FLtF--#56705 F.K. 911105 J.J 531/8"MAX.FLANGED WIDTH 521/8"MAX.I.F.WIDTH 49 5/8"MAX.F1X D C DLO(ALL) F _ .._.__.:�Trv...�-tea=.`z_m�: I - _��:za_s'��=,.-c_Ta..____ ..J-'•'uns4�a�\ f ( 75 AX 75"MAX. �C ~ 75"MAX. SEE LO I.F. I A A I.F. I.F. TA LE j .J HEI HT SEE DLO HEI',HT STABLE Q HEIGHT TABLE O 75"MAX. —�—' 78'MAX 7$'MAX. FLANGED HANGED FLANGED HEIGHT —_a-.__ _.._ -- --r HEI HT ==_ -=_«— �[ HEI HT SEE DLO 38 A& I{ i TABLE X Mme' SEE OLD SEE SEE DLO i (MAX.) HE GHT TABLE X j NO E4 TABLE X f NSEE 4 481!4"MAX. VENT DLO(A DETAIL B DETAIL C D TUL A VIEYV STANDARD SASH)' RADIUS TOP ST{ ANDARD SASH). 1t1 B E� 5MAXJ ` NSVER DAYLIGHT M 1 I.F. 1•F LOW OR j HEI HT Sj HEIGHT E_ DETAIL SILL SILL EE DLO TABLE 0 STABLE 0 EEDLO � A 34 1/2" 34 3116" 76"MAX. 7$"MAX. B 415/8" 41 1/4" FLANGED FLANGED C 41 114" 40 7/8" HEI HT HEIGHT D l 62 WIT' 52 11116" ! E r 5252 5116" PRODOUr REVISED _ — L SASH SH na=iplying with the FlwWa ' 1 20" I 20" LOW HIGH puilJing Codo SEE DLO TABLE X SASH SEE DLO TABLE X SASH ArccPtnnw Nu}5•o I O�} HEIGHT ` HEIGHT DETAIL SILL SILL t imuon Duta rJjYl ---�--- —— A 34 112" 34 3116" t -- :- B 27 7116" 27 118" 0Y Miaml adeProdualCouml . e C 277116' 27118" DETAIL D DETAIL E D 16 3/8" 15 3/4" VIEW CUSTOM SASH) RADIUS TOP CUSTOM SASH) E 116 318" 15 314" ``sit y i t i t n jfr TABLE 5. NOTES: 1.SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS, 4' 2.SEE SHEET 7 FOR CORNER DETAIL VIEWS. " ` No.54'/O i 3.SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION, 4.SASH HEIGHTS FOR STANDARD SASH WINDOWS(DETAILS B 8 C)ARE BASED ON A THREE OVER TWO FORMAT. C} to ''. cl'A(rE 0 rtorwor ode: ne.wa"e: '.1�,�,'•., xtO}itt)S;.•''��'`: L.M. 5/12/15 f3 NO CHANGES THIS SHEET ELEVATIONS r' s, " Z. 10107/1f 'D NO CHANGES T}{y8 SFIEET 107N,VENICE,CE FFL 427s Z. t t" ��f T w.aae,. fin ALUM.SINGLE HUNG WINDOW,IMPACT J,R. 04/01Hf C NO CHANGES THIS SHEET P.O.SOX 1520 — s ra +i ar«c wuavexi ur.. A.LYNN MILLER,P.E. wxI -r. Mr acu: Mtn' NOKOMIS.FL 34274 vwbly©aw, SH700 NTS 4 d 11 4040.20 E FL P.E.N 58705 F.K. 8/f/05 J.J. z2310T I 2.784"-�I NOTE;MIN.(1)SWEEP LATCH AT VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS,(1)6'FROM EACH SIDE OF SASH. 26 27 NOTE:BALANCE PARTS USED 1 MAX.VENT DAYLIGHT OPENING BASED ON SASH WEIGHT INSIDE INSIDE 9,10,11,15,16 31 MAX. lilt 2.710' FIXED LITE 7,8 OR 17 DAYLIGHT 25 I+ OPENING - OUTSIDE 25 I MAX.FIXED LITE DAYLIGHT OPENING MAX.WIDTH SECTION A-A 6 23 OUTSIDE INTEGRAL FIN(I.F.)FRAME SECTIONS INSIDE 4750 MAX. HEIGHT 21 2.(46 I HIGH OUTSIDE I SIL 2. 30 I P d LOW SI)_L i MAX. VENT DAYLIGHT 49 HIGH SILL 48 LOW SILL HEAD JAMB OUTSIDE OPENING 68 2.710^ I.F.FRAME q PRODUCr1tr,VISED 28 53 II m camPiplag N1JI ma rWda i)k: ny53 2.946"(LOW SILL) (HIGH SILL)SEE NOTE ABOVE 54 30 12 ULTRALIFT ,��.•'�1cLrls� •.ry d> ONLY69 12 ULTRALIFT SECTION C-C t ONLY j Nn.5fl'l05 r SECTION B-B RADIUS TOP (LOW SILL SHOWN) ALTERNATE HIGH SILL (HEAD DETAIL-FLANGED VERSION) -_'? '•, IS l Ae aue1 rt.Nwv: w,obw. � )'.• STATL•OF L.M.h1. 5/12/16 E NO CHANGES THIS SHEET SECTIONS �! •Fr 41:10`• C� 1070 TECHNOLOGY ORNE !.•7 1ND7/fi a D NO CfG1N0ESTHISSHEET _ N.VENICE,Fl.31275 T n'' ��i.•�1,y �1 �— ALUM,SINGLE HUNG WINDOW,IMPACT `�7,('�N1A1_�%:P J.R. 04/01/11 FSC NO CHANGES THIS SHEET P.O.Box 16n a.+..ze Fe+c ,,,,� o,,,w,,, x.., A.LS'NIVIMILL�R,P.E. Ors"n af• aw: a",nue tplo: NMGMIS,FL�A27d V/,(Gfy/letter F.K. 9/1/05 J.J. 2/23/07 SH700 Ha!/ 5 d 11 4040-20 E FL P.E.N 58705 ITEM DWG# DESCRIPTION PGT# ITEM DWG# DESCRIPTION PGT# 1 4002A FLANGE FRAME HEAD 612225 60 1635 SCREEN SPLINE-.135 DIA HARD 61636K 2 1165 08 X 1.000 QUAD PN.SMS 781 POA 61 SCREEN CLOTH 61816 3 4003C FLANGE FRAME SILL(LOW SILL) 612226 63 505 GLAZING CHANNEL(.688 X.500) 6533402 5 1626 ADHESIVE OPEN CELL FOAM PAD 7PAD1626 64 1161 N8 X 1.000 PH.BUGLE TEK 708X1 6 4004 FLANGE FRAME JAMB 612227 67 GLAZING TAPE,1/16 X 112-7/16 LAMI 628VI510 7 4025 SASH STOP — 612244 66 4051A SASH BOTTOM RAIL(HIGH SILL) 64051 8 4025 SASH STOP(EGRESS)1.125 LONG 612244 69 4050A FLANGE FRAME SILL HIGH SILL) 64050 9 4029 SPIRAL BALANCE,318",618",OR 11116" 70 SILICONE,DOW 899,995 OR EQUIV. 10 1080 BALANCE COVER.318"OR 5/8" OBAI-CVR916 80 A GLASS,5116"LAMI,(118"A.090 PVB,1/8"A+), 11 08 X.760 PH.PN.SMS 7834M 81 B.GLASS,5/16"LAMA,018'A,090 PvE018"HS) 12 BALANCE BOTTOM BRACKET 7BA TBKT 82 C.GLASS,5/16"LAMI.(118"HS,.090 PVB,1/8"HS) 13 108611086 SASH TOP GUIDE 42404 83 0.GLASS,7118"LAMA,(118"A.090 pV8,1/0"A) 15 98 X 1 PHILLIPS FLAT HEAD S.STL 78X1 FPAX 64 E.GLASS,7116"LAMI, 118"A,.090 PVB,1/8!'HS) ' 16 1080-1 BALANCE COVER,11/16" 68ALCVR670 85 F.GLASS,7/16"LAMA,(1/8"HSA90 PVBA/8"HS) 17 4053 ISASH STOP COVER 64053 86 G.GLASS,13116"LAMA IG;1/8'T.AIR SPACE,5116"LAMI,(118"&.090 PVB,1/8"A 18 4029-1 SASH BRACKET 7UL8RKT 87 H.GLASS,13/16"LAMI IG;1/8'T,AIR SPACE,5/16"LAM(.(118"A.090 PVB,1/8"HS) 19 #11-32 X 112"LG.PH.FH.TYPE F S.STL 7832X12FPFX 68 I.GLASS.13116"LAMI 10.118"T,AIR SPACE,5/16"LAMI,(118"HS„090 PVB,118"HS) 0 21 4054C FVED MEETING RAIL 64054C 89 J.GLASS,13/16-LAMI IG;118'r,AIR SPACE,7116"LAMI,(3116"A.090 PVB,3/16"A 23 4006C SASH TOP RAIL 64006 90 K.GLASS,13/16"LAMI IG;1/8"T,AIR SPACE,7/16"LAMI,(3/16"A.090 PVB,3116"HS) 25. 1235 WSTP.,.170 X.270 BACK,FIN SEAL 67S16G 91 L.GLASS,13116"LAMA IG;116"T.AIR SPACE,7116"LAMI,(3/16"HS,.090 PVB,3/16"HS) 26 1096 SWEEP LATCH 71098 7T2M.GLASS,13116"LAMI IG;1/81A AIR SPACE,5/16"LAMI,(1/8"A.090 PVB,1/8"A) 27 1016 #8 X.625 PH.FL.SMS 7858 2.878 28 4007 ISASH BOTTOM RAIL(LOW SILL) 612230 2,784---� 30 1226 WSTP.,BULB VINYL 6TP249 31 4008 SASH SIDE RAIL 612231 062, 34 1268 SASH FACE GUIDE 42501 35 1622 LAM!SETTING BLOCK 3132"X25/84"X 1” 71622K 3. 55 36 1052 LAMI IG SETTING BLOCK 1"X 3/4"X 1/.16" 71052K 37 1224 VINYL GLAZ.BEAD BULB(THICK) 6TP247W,K 062 38 1225 VINYL GLAZ BEAD BULB(THIN) 6TP248K 41 4039B GLAZING BEAD,5116 LAM.GLASS. 640398 47 FRAME,I.F.HEAD 42 4044E GLAZING BEAD,5/16 LAMB W/GRILL KIT 844703 #4071A,6083-T8 44 4222A GLAZING BEAD,7116"LAMI 64222 46 9650 GLAZING BEAD,7116"LAMI W/GRILL KIT 6985 4$ FRAME,I.F.LOW SILL 46 40GLAZING BEAD,13/16"LAMI L #4072A,6063-T6 G. 64087 2,940 PRODUCF 1MVISKU 47 4071A FRAME,I.F.HEAD 64071 nsa ,,plyinowith tho Flottdo flnilding G+da 48 4072A FRAME,I.F.LOW SILL 64072 -�---2.374 Oj1C{,O£3 Asccptnnsa No 40 40 FRAME,I.F.HIGH SILL 64073 :pimtton Data b1 50 40748 FRAME,LF.JAMB 64074 52 400909 SILL LATCH(EGRESS)(LOW SILL) 704009 .062 NOM Miamt odeMoductCan 63 1088 SPRING,SILL LATCH EGRESS 7SPRNG THICKNESS 4.171 64 2740 SILL LATCH(EGRESS)(HIGH SILL) 62740 2' 1 55 1014 SCREEN FRAME(HOR.&VER.) 61014 ,062 NOM 56 1830 SCREEN CORNER KEY WtRINGS 71630 THICKNESS \N 1I 57 1631 SCREEN CORNER KEY WlOUTRINGS 71631 ��� .........•�Ale 58 1073 SCREEN SPRING 7CASP Y ` �tcLSNSP .Fp ' 59 1624 ISCREEN SPLINE-,135 DIA FOAM61624K 5p FRAME,I.F.JAMB 'c/ No.53705 FRAME,I.F.HIGH SILL #40748,6063-T6 /' � _ �g #4073A,6063-T6 (USED AS RADIUS TOP HEAD) -;h'3 +H aeu xa m,: w y." SSAre of L,M, S71?l16 E NO CHANGES THIS SHEET Al Ft , 01.•' ++ 1070 TECHNOLOGY DRNE PARTS LIST _,_,,, %K4��'•.�;�<<,•• ala J.J. 1tV07/11 D NOCHANGesTHISSHEET NNE NtCE,FL94275 P m 7,5/t7iijAl. JR. oa J'5 CHAHGEOCAP OLASSTYPE TOTEMPFREOFROM HS aG.sGx,s2u =—CX ALUM.SINGLE HUNG WINDOW,IMPACT r, urmmq, mn sieaea [aro: NOKomid,FL34274 Visibly[letter 5" °`' �' —6 °-- +++r A LYN�I(UIiLL�R,P.E. F.K. 8/1111 J.J. Z237tt7 SH70o NTS 6 n 11 4040-$0 S FL P.EX 58705 I F.FRAME SEALANT ALONG ENTIRE JOINT 1 or 47 A I.F.FRAME n/ 2 1 1-2.784 11 ii n30 1,330 $3LI .0624— 6 or 50 FLANGE FRAME HEAD #4002A.6063-T6 —1:749— FLANGE FRAME SILL (LOW) WELD G) 1/4003C,6003-T6 6 yr 50 - ALONG SGREW SEALANT OR GASKET 121.710 iti AT HEAD AND SILL 7:1 .662 .ago 1 .062--— l—lA51-IT q f VIEW D-D VIEW E-E (111 MEW HEAD SILL,RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) SASH STOPSA� COVER FRAME CORNER CONSTRUCTION G) FLANGE FRAME JAMB #4025,6063-T5 #4053,6063-T5 .050 #4004,6063-TS (USED AS RADIUS TOP HEAD) 1.165 .678 1 2.279-1 —T—:11 GLAZINGBEAD,6/16" —2.326---1 .062- 23 9 1.096 I a #40398,6003-T5 .062 2A65 1.7!07 .082 1.979 SASH SIDE RAIL .062 0 #4008,6063-T5 21 n—j-51 I FIXED MEETING RAIL 23 SASH TOP RAIL LLL 28 SASH BOTTOM RAIL(LOW) 678 #4054A.6063HO.T6& =06C,6063HS-T6 #4007,6063-T5050 050 96 -T i GLAZING BEAD, 16" 67e #40448,6063 T5 —2,326-1 1.096-IIT (USED W/GRILL KIT) .052 2.9411 GLAZING BEAD 7116" 3A46 11 (�� #42-22,6003-T5 I — 2.638 .603 .050 T- Ltow0 LYNN .050 678 W/4 GLAZING BEAD,13116".IG. #4067,6063-T6 1-2.784 *...' FLANGE FRAME SILL(HIGH) SASH BOTTOM RAIL (HIGH) GLAZING BEAD,7/16!' #4051A,6063-T5 #9850.6063-T5 #4050A,6063-T6 (USED WI GRILL KIT) 155 R-d L .5 NO CHANGES THIS SHEET ExTRusioNs FRAME CORNER DETAIL R�wvr ' 1070 7ECHNOLOGY ORIVE ... ("9.,*- i.i. 1WO7111 'D NO CHANGES THIS SHEET N.VENICE.FL 34275 0 AL.—IM.SINGLE HUNG WINDOW,IMPACT J.R. 041011ft NO CHANGES THIS SHEET PO.SOX 1629 — —f mm mm, I — NOKOMIS,FL 34274 F.K. 9/05 JJ. 223(07 SH700 Half 7 a 11 4040-20 FL P.EX 58705 ANCHOR QUANTITIES FOR Ill FLANGED WINDOWS TABLE 5. ANCHORAGE NOTES: WINDOW HEIGHT 1. ANCHOR TYPES: 1-1/4-ELCO TAPCONS 2-114'ELCO S84 CRETE-FLEX SUBSTRATE: 28,603 1 34.603 40.603 46.6003 52 603 68.603 64.603 76.000 3-#12 SCREWS al All U., 0 o"!'J'o (.)C",u 0 z z z z z z z C',0 0104 01-f CMr IN 0�-() ANCHOR _YM In 0Z 2.ANCHOR LOCATIONS ARE BASED ON THE WINDOW GLASS '9 0 N oz o 11 o cq z-Zqc) Z-zaoc4z- c'r 0 -zm clr 6 0 0 0 0 0 0 0 8 0 0c'r C) 0 0 0 0 FOLLOWIING DIMENSIONS. WIDTH TYPE 0 0 0 0 0 0 0 1 3 0 0 0 01 HEAD-1s 1/2"MAX.FROM TOP CORNERS JAMBS-17 1/2"MAX,FROM TOP CORNERS C,D,E,F,G, I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 15"MAX,FROM BOTTOM CORNERS H J, 1 112 11 * 12121 i j* ' 'f- J: K,L'.1121*1111 1 1 1 1 1112 2121 111 2J2 112 112 212 212 2 2 2 212 2 2 212 212�h 2 2 3 3 6"MAX.BELOW MTG.RAIL A8.m 1 1 1 SILL ANCHORS NOT REQUIRED 2 2 2 1 2 1 2 2 2 -1' 121"1 1-1 2 I'l 111 112 Ili' 1 21 1[2 212 212 21 1 1" 212 2 2 2 2 2 2 2 12 2 2 2 2 2 3 2 2 3 3.INSTALL PER THE ADJACENT TABLE ANCHOR C,D,E,F,G, I I I I QUANTITIES USING THE DIMENSIONAL CRITERIA OF 1 1 1 1 1 1 NOTE 2. 12 1 12 2 -112 i12 212 1 - - I - I 24.000 1 - 212 i12 '1* H,I,J,K.L 11 1 11 " 112 112 212, 21 i 2 212' 2112 212 213 '12 i12 2 213 313 212 3 1'3 2 3_21* 13 313 4.TABLE WIDTH AND HEIGHT DIMENSION ARE FOR 1 1 FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS 2 1 212 13 1 12'12 2 f*3' 313 212 13 112 111 112 11 ' 112 212 112 2 2 212 212.212.21�.Z]2 2 212 21'2' 213 3 ARE I'LESS. C,D,E,F,G 1 1 1 1 1 1 1 IN 2_ 1 1 2 1 1 2 1 5.DESIGN PRESSURE LIMITATIONS: 3 2 2[3 i 13 13 '12' 3'[3 ' 3 'f4 32.000 1 1 1 1 "1 .1 * 213 2J2 213 1 2 3 4 2 3 3 314'1 3113 4 SIZE BLOCKS OF THE ADJACENT TABLE WITH A H,I,J,K,L 112 1'1-2 2 li 213 1 �12 2151 1 SOLD ITALICIZED VALUE ABOVE THEM,INDICATE A [3 314 '12 3 MAXIMUM DESIGN PRESSURE WITH THE QUANTITY LI L2 12 - 'fi 21*3 'iJ3 212 3 3 14 4 OF ANCHORS SHOWN IN BOLD.,OTHERWISE,THE j[� 212 213 112 213 213'212 213 213 2 2 3 112 2 2 3,3 13 41 C,D,E,F,G, I I I 1 1 1 2 1 2 1 .2 2- 1 '2 2 2 2 1 2 1 2 1 2 MAXIMUM DESIGN 2 1 11.11 2 213 - 213* 313 3 4 3. PRESSURE FOR THE 21 �13 2 1'3 212 13 2 3 2f� 1 3 3 37.000 H,I,J.K.L 2 2 2 3 2 3 213 213 3141 1 — . _]4 3 L6-3 L3 4E RESPECTIVE SIZE 1 2 1 1 2 1 2 2 2 1 2 2 F-1 2 2 -1 2 AND GLASS TYPE IS 2 2 2 2 3 1 14 '3tj- iIL AVAILABLE. il'2 112 21 2Li 1[2. i i 2 2 21i 213 " 1 1 213 3 2 3 1213 3 3 3141 3] 4 '5 13 4 4 1�13 PSF 79 3 4 3#3 4 3 5 2 2 3 4 3,5 C,D,E,F,G, 2 2 2 2 2 2 2 2- 2 2 2 2 2 2 2 2 2�_ 3_�22T%1_32� 2 -2 2 40.000 H,I,J,K,L222232221323222323232324233334231 ' ,1 1 1 1211. 11 115 313 4141 2 2 11 3 3 3 4 5 2 2 1 2 1 2 2 2 2 2 -2 1-2 2 T-21-2 2 2 2 2 2 2 ABM - il_*� - - . ' '1_I "I i13 3 1' 3 'S 3 3 3 5 1-212 112 212 213 2 2 2 2'131213 213 1'2'13, 2[�I f il il'i 4 5 3' 13 4 4 PSF 79 1 TABLE KEY: C,D,E,F,G, 2 2 2 2 2222222 $ 222323223324 �12 -2.1 � 2 2 2 2 2il 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3'J' -'1'- -1 3 3 3 1. 3*15 "1 314 �_5 3'1 4� 41.5 MAX.PSF 44.000 H,1J,K,L 2 2 '2 213 21 31�3 214* 21 3 42 3 213 3 4 3 3 �h I I L - (OP LIMITED) 118] PRODUM-RUVISUD AB'M 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2. 2 2 2 HEAD m C.1"plying with tho Flodh Poilding Cado �P 0.­�3 No IS'Ckv' __12 212 - 3 314 31 5 5. JAMB ABOVE 3 AL 2 21� 21 213 212 i 1'3 214 213313' 314 213 313.314.21 41 " 3 1'4 41 ' allon PSF 79 79 C,D,E,F,G, 2 2 2 2 2 2 2 1 2 1 2 2 2 2 2 2 2 2 2 2 3 2 2 -3 2 2 MTG.RAIL By;jja�6 JAMB BELOMiranW 48.000 H,IJ.K,L �E 212 VrG.RAIL i*216 212 2 3 4 2 3 3 3 314' 2'J313'14 314*1 2131314 31'5' 313 1"� 3 6 4 6 416�J4 615 2 2 2 2 2 2 2 2 212 21212 2 2 2 3 2 2 3 2 2 A,B.M 2 2 - 14 21313[4 �412]31il 3115 �J3 '�j 4 6 3j 4 (FULL DP)F;� 3 2 * 3 5±L .?J2 2]i 2 4 2'3 3 3 P 3 6 3 3 4 1­ PSF 72 79 79 HEAD 2 ABOVE 2 2 2 2 JAMB A VE 3 C,D,E,F,G, 2 2 2 2 2 2 1 2 3 2 3 2 2 3 2 3 3 2 3 -A, _1� '14 4:5' 416 3 1'41 61 MTG.RAIL i[�2L2Li 212: 2 3 .13 314 314 213 il 1-5, 313' 4' 53,125 H,I,J,K,L 21'� 2j3 314 2 i 4 3 i 1414 3 6 )W 1'. 2 A2 L2 �j 2 2 2 2 2 2 2 2 2 1 3 2 2 3 2 3 JAMB BELOW ND 50705 fr ��L 2 AB,M 2 L I 2L 1 13 il 4 3±±L 2 31L 41 3% 4 3 � 41� WG.RAI 4 2 3'31 �j 3123 41�1416.31j 4L21j__ CHANGES THIS SHEET&I7115 E NO CHANGES THIS HEET ANCHORAGE SPACING, 1/1 WINDOWS N.. EN1111 FL34275 ALUM,SINGLE HUNG WINDOW,IMPACT NO CHANGES THIS SHEET JR. I'll C NO CHANGES THIS SHEET P.O.Bqx 1529 A L I P.E. 0.1: — NOKOMIS,FL 94274 Vubly flortr a all FL P.E,#58705 F.K. �'7�129VVSJ.j� 283107 4040-20 ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE 6. ANCHORAGE NOTES: 1.ANCHOR TYPES: 1-114"ELCO TAPCONS WINDOW HEIGHT 2-1/4"ELCO SS4 CRETE-FLEX SUBSTRATE: 24.655 37.165 44,655 62.165 59,655 67.155 74.665 76,000 3-#12 SCREWS ANCHOR TYPE.--, a a 0 0 0 0 0 0 0 WINDOW GLASS 0 C, z z 0 z 0"1 Z 2.0 0'z_z N cq 0 0 0 0 0 0 cq�NO '0'4O 0 0 FOLLOWING DIMENSIONS: 0 0 () 0 � 0 0 () 0 0 (), HEAD-181/2"MAX.FROM TOP CORNERS 0 z z V)0 0 olqcl olq 01 2.ANCHOR LOCATIONS ARE BASED ON THE Z-z 11�0 Z q C'j 0 0 WIDTH I TYPE 0 0 C,D,E,F,G, I I I I I-I Z01-1 11 1 1 1 1 ' 1 1 1 1 1-1 1 1 1 1 1 1 JAMBS-171/2"MAX.FROM TOP CORNERS H,I,J.K,L " 1 2' '. -I' IS"MAX.FROM BOTTOM CORNERS - f I j� 1 12 2 2 2 2 2 212 i12'�Jihj 3[2 i12 3 2 19A25 — ill ifi ill 2 2'k 112 2 2 21112112 211� 21 1 1 1 2[2 212 21 13"MAX.BELOW MTG.RAIL A,B,M1 1 .'I �1'1 I I I I .. l 1 1 1 1 1 1 1 1 SILL-ANCHORS NOT REQUIRED I h, i -1 1-1 f 2fil'2'i i 2 2 21'*2121 1 2 12 21 2 i-I.2 2 2 2 2 i i 2 212 '212 2 2 3 2 2 2 3 2 3 2 2 2 3 2 3,INSTALL PER THE ADJACENT TABLE ANCHOR PSF 79 QUANTITIES USING THE DIMENSIONAL CRITERIA OF 0,D,E,F.G. 1 1NOTE 2, 24,000 H,I,J,K,L Ill fl 1.21 2 Ili' i 2[i 212lij_�J_ili 212 212 32 lilil� 31 1 3 2 212 3121 4,TABLE WIDTH AND HEIGHT DIMENSION ARE FOR 2 1. 11 1 ABM i T fl FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ill 111 i12 I]I �1212ji i 12' 1 1'2 AREI'LESS. IT11, _��12'212'12 212 2'12 31121311212% 2 31*212121312 2 212 i 17* PSF 68 77 S. DESIGN PRESSURE LIMITATIONS: C.D,E,F,G, 1 2 1 2 1 1 1 pi 1 1 1 1 1 1 1 SIZE BLOCKS OF THE ADJACENT TABLE WITH A H,I,J,K,L -1 F1 121121 1 -1 1 41il.iJ2 �[3 SOLD ITALICIZED VALUE ABOVE THEM,INDICATE A 32,000 21� 2 2 2 213 212121121 13 '3 13 313 �1 11 313. 1�131,3 413 31214 3 ' MAXIMUM RESIGN WITH THE QUANTITY 1 1 1 1 2 1 1 1 1 2 1 1 1 - I � I I I OF ANCHORS SHOWN IN BOLD.OTHERWISE,THE 1 41 1 14 '31'41'i 412 4131 MAXIMUM DESIGN A,B,M - I' _il * 1* .1 I F, 'f I* f 21 2±2 21�1 i, i i 3 2 i* 61 _�jLi iti- L 21J3 3 6 ij 2 f PSF 59 67 79 PRESSURE FOR THE RESPECTIVE SIZE 2 1 3 2 C,D,E,F,G, 'i 1 1 2 1112222222322233322 1 2 1 2 2. 1_1 2 1 1 AND GLASS TYPE is 37.000 H,I, _11 ] 1- 1' 1 3'il 21 i3l 3-1 i 2 21333 3 3i 332 1 i i 4 31 1 1 1 AVAILABLE. 2 2 2 JK,L Ill A,B,M I _1 -2 ' 2 ..2 1 2 2 2 2 1 2 2 1 1 1 2 -1-1 2 1111fli 1 272 2 2 2 2 213 2121213 313 2,1J31113 313 413 3131312 313 4j3 3l2kl PSF 64 1 79 62 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 1 2 L2 2' 2 40,000 'jT_1 IT11 I F1 21-2 i12 - 3-'3 313 22 3 3 413 i.3, i 31i 4 1314 �113 4141313151ii ili 12 ABM 2 2 2 2 2 2 2 ±�22 2 2 2 2 2 1 2 2 2 2 2 1 2, 2 2 2 1 'Ill ]LI -fl-I 15- 2t2 2 3 3 2 2±3 lj il i*4fl 4441313 41.a 2 _j[��jj 3 21 5 3 TABLE KEY: PSF 49 79 56 79 79 1 MAX.PSF 2 C,D,E,r,G, 2 2 2 2 2. 2 2 2 2 2 2 2 21 2 2 2 1 2 2 32 2. 'j 2 2 • 117 PRomurREVISM 44.000 H,I.J,K,L -IT, -IT' -ifl' —2F212121-21-2 3j3121213131314 21 i 1'313'1 414 31.3 413 4141 3 1'3 4'l 3 414 13 413 41± 313 5j'4 as complying wilk tim Florid. 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 u IdIng Co tic 3 A,B,M JAMS ABOVE 3 3 zi R, P" A �f[_l _2F2 212 2 2 3 13 21 13 314 213131d,414 31i 41 414 3131413 414 3 3 4' 4 3 3 5 4 2 3 3 PSF 45 1 74 51 74 79 79 MTG,RAL JAMB BELOW .Io. 3T3 C.D.E,F.G, 2 1 2 2 2 2 2 2 2 l22 2 2 3 2 2 2 2 2 3 2 2 3 2 2 M1' 1111 MTG.RAIL 48.000 H.1,J.K,L j1_1 -if-1 -17-1 _2f2 212-21-2_ 212 i 3 i 1 141313 3 414 3 3 414 4!4 �1� 4 4 4 4 4 3 6 4 iiik41� 5 1 41 2 2 2 2 2 2 '2.1 � ?I— A,e,M 2 '2� 3 2 2 2 2 2 3 2 2 3 2 2 (FULL DP) 3F3 212 313 3,4N31 31 4 k '41 6 i,4 5141 I Fl -1 1 TFI 1212 12—2 F2— 3[3 4 k 3 4 1'4 4141 1 41 gj I YNN A PSF 41 HEAD 2 67 46 67 76 -79 1 C,D,E,F,G, 2 2 2 2 2 2 3 2 2 3 2 3 3 3 3 3 3 3 _� 53.125 H,I,J,K,L rjFj_ _IF1 T F1_ 2=2�]2 2 2 31 313 313 4141313141414 413% 23i223JAMB ABOVE 41� 4141313 4 1415514131514 51614131514VrG.RAIL 1 140,58705 Ile 2 2 2 2 2 3 -2 2 3 2 3 3 2 3 3 2 3 2 3 3 1 2 1 3 1 = JANIB BELOW 3 14131 j 41414141313;,41 41413?, 414151414131 5 14 614141316141 MTG,RAIL CC A.1.1 2 2 2 2jL 31 '3131"4 3 R.ww. I _ _ ? _ . rwt> 11 ".. L.M. 5112116 E NO CHANCES THIS S ANCHORAGE SPACING,STANDARD VIEW ' V�. 1076 TECHNOLOGY DRIVE 10107111 D N J.J. CHANGES THIS SHEET N.VENICE.Ft.34275 OA 7rmTw— o`erR. ALUM.SINGLE HUNG WINDOW,IMPACT —or, -aw'— __T__ - J.R. 04101111 0 ADD DPA4,X.WHEREANCHOR QrYIS RESTRfCTED SYSIZE. P.O.Box 1529 _r�4040-20 A. IL R"'P.E. MOKOMId.FL34274 F.K. 712M5 J.J. 2123107 FL P E.0 68705 ANCHOR QUANTITIES ABOVE MEETING RAIL HEAD&JAMBS CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLET ANCHORAGE NOTES: WINDOW HEIGHT MINUS SASH HEIGHT FROM TABLES. 1. ANCHOR TYPES: 1-1/4'ELCO TAPCONS SUBSTRATE: 17.125 22.668 28.211 33.754 39.295 44.839 50.38T. 65.925 2-112 SCREELCOWS S54 CRETE-FLEX 3•#12 SCREWS ANCHOR TYPE: o U U 0 U U o U U U U O U U O U UZ _z C U U OHo, U 2.ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING 0)WINDOW GLASS N O N O"O(JON O-z 0�i O N O' O!v O z no�t O O cfl Z(f)O N O ` O N z m O N O O e3 O N O'-O�I O ZO DIMENSIONS: WIDTH TYPE U U U U U U UU � U U �$ U U U U 'S U HEAD•181/2"MAX.FROM CORNERS 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-17 1/2"MAX.FROM TOP CORNERS 19,125 K 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 11 112"MAX,ABOVE THE MEETING RAIL 6"MAX.BELOW MTG.RAIL 24.000 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 15" MAX,L . ....... ... .... . . ..._ -.................._ _....._.... 1.7 MAX.FROM BOTTOM COR 1 1 1 2 2 2 2 2 2 2 2 3 3 2 3 3 2 3 3 3 3 3 3 4 SILL-ANCHORS NOT REQUIRED D,E,F,J, 1 1 1 1 1 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 32.000 K L 1 1 1 2 2 2 3 2 3 3 3 3 3 2 1. 4 3 4 h 3 4 6 3 5 VIEW WINDOWS FROM TABLES 7.AND B.USING THE DIMENSIONAL CRITERIA OF NOTE 2, USE TABLE 7.FOR .PSF 79 ABOVE THE MEETING RAIL AND TABLE S.FOR 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 i 2 2 1 2 4.AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW K,L _. _. _ - WINDOWS ARE 12 518"MIN.TO 38"MAX. 1 1 1 2 2 2 3 2 3 3 3 4 3 3 3 a 3 4 4 4 5 5 4 5 5.TABLE WIDTH AND HEIGHT DIMENSION ARE FOR PSF 79 79 79 79 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"L ESS. K,L 6.DESIGN PRESSURE LIMITATIONS: 1 1 1 2 2 2 3 3 3 4 3 4 4 3 4 4 3 5 4 4 b 5 4 6 SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD PSF 79 76 79 77 79 79 79 ITALICIZED VALUE ABOVE THEM,INDICATE A MAXIMUM 44.000 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 DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS —.— . K,L 1 1 1 2 2 2 3 3 3 a a 4 a 3 5 4 3 5 b 4 5 5 4 6 SHOWN IN BOLD. OTHERWISE,THE MAXIMUM DESIGN PSF 78 78 70 79 79 71 79 73 78 PRESSUREFORTHE 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 RESPECTIVESIZE•AND __ _ __ _ GLASS TYPE IS K,L 1 1 1 2 2 2 3 3 3 4 4 4 5 4 5 5 4 6 5 4 6 6 5 6 AVAILABLE. PSF 71 79 63 71 79 64 74 66 77 69 69 TABLE 7.KEY: 53.12b D,E,F,J, 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 MAX.PSF K,L 1 1 1 2 2 2 3 3 3 4 4 4 5 4 5 6 5 6 6 5 7 6 5 7 (DP LIMITED) 112 ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL,CUSTOM FLANGED WINDOWS BASED ON SASH HT. HEAD 2 SABLE 8. JAMB ABOVE 2 MTG.RAIL SASH HEIGHT _ SUBSTRATE:— 12.776 15.776 18.776 21.776 24.776 27.776 30,776 31.106 ANCHOR TYPE. ❑ v U ❑ t3 0 ❑ ❑ v ❑ U U ❑ u c� ❑ t3 0 ❑ U o ❑ z z FULL DP)8 MONZ ,. Za;ONZ � Z „?ON 7_ � Zc'?ON Z ,.. Ze?ONZ ,_ Z7'?O ,y Z � 2 M ONZ '. Z �?ONZ z HEAD 2 WINDOW ci O ppN Q O ON O O Np 0 pN O pNQ O ppNgg O ONQ 0 WIDTH U U $ U U $ U U $ U U $ U U $ U U $ U U 5 U JAMB ABOVE 4 1'RODLIL"I RBVISEU as complying with Oto Fbddo 19.125 1 1 1 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 22 2 2 MTG.RAIL Building Code 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 Aeeepimxa No 15-0514.�41 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 irmiou 41-fte%lw...2_ BY 37.000 79 - TABLE 8.KEY: Mi4 Dud 2 2 3 2 3 3 2 3 3 3 3 3 3 3 4 3 3 4 3 4 74 MAX.PSF 40.000 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 3 4 3 4 4 3 4 SDP LIMITED) 112 78 JAMB BELOW 2 ."'ll `�1 d 44.000 2 2 2 2 2 2 3 2 3 3 3 3 4 3 3 4 3 4 5 3 4 5 3 4 MTG.RAIL `��`��pN�, YFi;..41//ttt�J� 63 72 79 48.000 5. 2 2 2 2 2 2 3 2 3 4 3 3 4 3 4 h 3 4 5 3 4 5 3 4 (FULL DP) 1 ' ,!o,,11706 53.125 73 51 86 72 JAMB BELOWFO 2 2 2 2 2 2 3 3 3 4 3 4 4 3 4 5 3 4 5 3 5 5 3 5 MTG.RAIL ='U '.� 0 0 7 X-15 r+m4or. 7brbo..ta.e :•C,� ./ ;�.MAI E OF 1<cow _ NO CHANGES THIS SHEET LM ANCNORAGESPACING,CUSTOM VIEW :;�t,;••,�Yorn01;.••'';���: J.J. 10107111 R"V NO CHANGES THIS SHEET 107N vENICE`FL03427eIVE 1° d ty�s�TJIVAI.��1('�� J.R. �04A71/11 7r C NO CHANGES MIS SHEET P.D.eoX 1520 �— ALUM.SINGLE HUNG WINDO.N,IMPACT , NOKOMIS,FL 30274 V1db1 Better 6Y1ff°se s s.+c °11pN" n.r A.L�L P.E.LL870 P.E. _.r. De. 1-3171D i y SH70o NTS 10 d 11 4040.20 E FL P.E.#58705 F.K. 7/29/05 . 7123/07 EXTERIOR INTERIOR NOTES: 1,FOR CONCRETE APPLICATIONS IN MIAMI-DADS COUNTY,USE ONLY MLAMI-DADE COUNTY ALL HEAD AND SILL DE WOOD ANCHOR APPROVED 114"ELCO TAPCONS OR 1/4"SS4 CRETE-FLEX.MINIMUM DISTANCE FROM 1-3/4"MIN.EDGE——1 CONCRETE NCRETEANCHOR (SEE NOTE 2&3) ANCHOR TO CONCRETE EDGE IS 13/4". (SEE NOTE 1&3) 2x WOOD :K 2.FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY.USE#12 STEEL SCREWS(G5)OR (SEE NOTE �1"MIN.EDGE 1/4"SS4 CRETE-FLEX. 3.35KSI MIN.�.. ." 1. 3,FLAT HEAD ANCHORS,WHERE REQUIRED,MUST HAVE#12 TRINIFIT HEADS. CONCRETE "TAPCON 4.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE 1318"MIN.,lf4 TOTAL THICKNESS IS LESS THAN 11/2". lx WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE -1-,3/4"MIN.,114'CRETE-FLEX OPTIONAL Ix 1318- INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2x ARE WOOD BUCK— 1 . 1 112"THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE (SEE NOTE!4) mENGINEERED BY OTHERS ORAS APPROVED BY AUTHORITY HAVING JURISDICTION. j S.FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063-TS AND A MINIMUM OF 1/8'THICK.THE ALUMINUM STRUCTURAL MEMBER SHALL BE AX, MAX� 1�14-T 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 DETAIL DE IL SHIM METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET,THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS CAL FLANGED HEAD ANCHORAGE MAYBE USED. A FLANGED FRAME COMPONENT MAYBE SUBSTITUTED FOR AN INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS.FOR INTEGRAL FIN MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE MIN,1 1/4" 1318" MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. 114"MAX.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, 1-3/4'MIN EDGE 1"'MIN.EDGE EDITION. 411fmotu- CONCRETE ANCHOR, fill I WOOD ANCHOR, FH BELOW MEETING FH BELOW MEETING If lullblill RAIL.(SEE NOTE I&3) 1 I RAIL.(SEE NOTE 2&3) 135 KS1 MIN,CONCRETE INTERIOR OR 1.5 KSI MIN.CMU (ALL JAMS DETAILS) L1-x�BUCK OPTIONAL WITH SOLID CONCRETE 2x WOOD SUCK EXTERIOR OR CMU SUBSTRATE(SEE NOTE 4) (SEE NOTE 4) DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE 114" —518"MIN.EDGE 2-112"EMBEDMENT— MAX.. SHIM 1/4" --- *—WOOD FRAME MAX. WOOD FRAME SHIM as complying wilk Ific bUdda Ruilding Cod. 5/8"MIN.EDGE Amplao-No &-ES61-9.08 .131"DIA.MIN. Expir.lion mto 2-1/2"E DIVIEJ x 21/2"NAIL, Ily .131'DIA.MIN. AT CORNERS AND 5*O.C. x 2112"NAIL, m FE —WOOD FRAME AT CORNERS AND 5"O.C. 518"MIN.EDGE f .131"DIA.MIN. x 2 1/2"NAIL, WMAX. I.YNA/ , // AT CORNERS • *** SHIM AND 6"O.C. r DETAIL F (HEAD) DETAIL E,.(JAMB) DETAIL GL(SILL) NO.56705 S TYPICAL INTEGRAL FIN ANCHORAGE CORRE R. ANCHORAGE DETAILS L.M. 5112116 TBUCK NOTE;REMOVE SECTION 2003.6.4 REP. I.J. E I Tri cF 1 0 DRIVE X laV7/i1 D NO CHANGES THIS SHEET N.VENICE,FL 34276 C NO cHAmCESrHjs sHEEI, ALUM. 'E HUNG WINDOW,IMPACT J.R. '661/if ' SING-- P.O.tiox 1529 TV—.- F kl, NOKOMIS FL 34274 Visibly Better 11 -20 N 5B7'5 F.F.K. \Q' K. 911105 J.J. 213107 SH700 NTS 11 4040 FL