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Product Approval (2)
MIAMI-DADS MIAMI—DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.minmidade.govleconomy PGT Industries 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rales 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-bade 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 duality 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 Vc r e. DESCRIPTION: Serie "SH-600"Aluminum Single Hung Window-N.I. APPROVAL DOCUMENT: Drawing No. 4032- , trt a urn. rngle Hung Window, Non-Impact", sheets 1 through 14 of 14, dated 07/04/05,with revision E dated 05/12/15, 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 numb xpiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATINGe. LABELING: Each unit shall bCepermanent label with the manufacturer's name or logo, city, state, 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. TERI4IINATION 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,ifor 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 and renews NOA No. 11-1013.13 and consists of this page 1 and evidence pages E-1, E-2 and E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No. 15-0519.07 MIAMI•DADE COUNTY Expiration Date: January 26;2021 Approval Date: July 2 Page 1 I g PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED .A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA-s No. 06-X,211.07 and 05-0928.03) 2. Drawing No. 4032-20, titled "Alum. Single Hung Window, Non-Impact", sheets 1 through 14 of 14, dated 07/04/05, with revision E dated 05/12/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along with marked-up drawings and installation diagram of Proview aluminum single hung w/integral fin(3/16" temp),prepared by Fenestration Testing Laboratory, Test Report No.FTL-4886,dated 03/16/06,signed and sealed by Eduardo Largaespada, P.E. (Submitted under NOA #06-.12.11.07) 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per F.BC 3603.2(b) and TAS 202-94 along with marked-up drawings and installation diagram of aluminum single hung window w/integral fin(3/16"temp.),prepared by Fenestration Testing Laboratory, Test Report No.FTL-4959,dated 07/19/05,signed and sealed by Eduardo Largaespada, P.E. (Submitted under NOA#05-0928.03) 3. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2) Water Resistance Test,per FBC,TAS 202-94 3)Forced Entry Test, per FBC 3603.2(b) and TAS 202-94 along with marked-up drawings and installation diagram of aluminum single hung window(3/16"ann. IG),prepared by Fenestration Testing Laboratory, Test Report No. FTL-4658,dated 07/15/05, signed.and sealed by Eduardo Largaespada,P.E. (Submitted under previorts NOA#05-0928.03) 4. Test reports on'1)Uniform Static Air.Pressure Test,Loading per FBC,TAS 202-94 along with marked-up drawings and installation diagram of aluminum single hung window(1/8"arm. IG),prepared by Fenestration Testing Laboratory, Test Report No. FTL-4657,dated 07/08/05,signed.and sealed by Eduardo Largaespada,P.E. (Submitted under NOA #05-0105.01) di-Ianerez,P.E. Product Co �troExaminer NOA N6.15-0519.07 Expiration Date: January 26,2021 Approval Date: July 23,2015 . .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)Forced Entry Test, per FBC 3603.2(b) and TAS 202-94 along with marke&up drawings and installation diagram of aluminum single hung window(1/8"temp.IG);prepared by Fenestration Testing Laboratory,Test Report No..FTL-4656,dated 07/07/05, signed and sealed by Eduardo Largaespada, P.E. (Submitted under NOA#05-0105.01) 6. 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)Forced Entry Test;per FBC 3603.2(b)and TAS 202-94 along with marked-up drawings and installation diagram of aluminum single hung window(3/16"temp. &3/16"ann.),prepared by Fenestration Testing Laboratory, Test Report No.FTL-4655,dated 07/08/05, signed and sealed by Eduardo Largaespada,P.E. (Submitted under NOA#05-09.28.03) 7. 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)Forced Entry Test,per FBC 3603.2(b) and TAS 202-94 along with marked-up drawings and installation diagram of aluminum single hung window(1/8" ann. IG),prepared by Fenestration Testing Laboratory,Test Report No. FTL-4654,dated 07/07/05, signed and sealed by Eduardo Largaespada,P.E. (Submitted under NOA ##05-0105.01) 8. 'fest reports on: 1) Air Infiltration"fest, per FBC,I'AS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 3603.2(b) and TAS 202-94 along with marked-up drawings and installation diagram of aluminum single hung window(3/16"temp. 3/16"ann. &3/16"ann. IG),prepared by Fenestration Testing Laboratory,Test Report No.FTI,-46.53, dated 07/07/05,signed and sealed by Eduardo Largaespada,P.E. (Submitted under NDA #05-0105.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5t' Edition (2014), dated 05/12/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Glazing complies with ASTM E1300.09 anu rez,P.E. Product Con • xaminer NOA No.15-0519.07 Expiration Date: January 26,2021 Approval Date: July 23,2015 E-2 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with FBC Sty' Edition (2014), dated May 16,2015,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated May 16, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. G. OTHERS 1. Notice of Acceptance No. 11-1013.13, issued to PGT Industries for their Series"SH- 600"Aluminum Single Hung Window-N.I., approved on 12/08/11 and expiring on 01/26/16. Manuel ereVP.EProductControl ExaNOA No. 15-05 Expiration Date: January 26,2021 Approval Date: July 23,2015' E-3 GENERAL NOTES:NON-IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1 GLAZING OPTIONS:(SEE DETAILS ON SHEET 2) A.3116"ANNEALED GLASS B.3116"TEMPERED GLASS C 11 D.1/4'TEMPERED GLASS E.13116"I.G.,1/8'ANNEALED OUTBOARD,AIR SPACE,118-ANNEALED INBOARD F.13/16-I.G.,1/8"TEMPERED OUTBOARD,AIR SPACE,118'TEMPERED INBOARD NOA DRAWING MAP SHEET G.13116-I.G,,&W ANNEALED OUTBOARD,AIR SPACE,3/16'ANNEALED INBOARD GENERAL NOTES.............1 GLAZING DETAILS............2 H.13116-I.G.,3116-TEMPERED OUTBOARD,AIR SPACE,3116'TEMPERED INBOARD DESIGN PRESSURES 3-6 ELEVATIONS .................6 L 13116"LG..3116-ANNEALED OUTBOARD,AIR SPACE,118"ANNEALED INBOARD VERT.SECTIONS.....__....7 HORIZ.SECTIONS,,.,........7 J.13116"I.G.,3116"TEMPERED OUTBOARD,AIR SPACE,118"TEMPERED INBOARD PARTS LIST.......................a CORNER DETAIL..............9 2.CONFIGURATIONS:"OX'{1H,VIEW AND RADIUS TOP,ALL W/LOW OR HIGH SILL OPTION) EXTRUSIONS, _,__8,9 ANCHORAGE....................10.14 1 DESIGN PRESSURES:SEE TABLES 1 THROUGH 3,SHEETS 3 THROUGH S. A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. B.POSITIVE DESIGN LOADS BASSO ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300, C.DESIGN PRESSURES UNDER 40 PSF ARE NOT APPLICABLE IN MIAMI-DADE COUNTY. 4.ANCHORAGE:THE 33113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT, SEE SHEETS 10 THROUGH 14 FOR ANCHORAGE DETAILS. 5.MIAMI-DADE COUNTY APPROVED SHUTTERS ARE REQUIRED IN MIAMI-DADE AND WHERE IMPACT RESISTANCE IS REQUIRED, S.FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. 7.REFERENCES:TEST REPORTS FTL-4653.,FTL-4654,FTL-4665,FTL-4656,-FTL-4657,FTL-4858.PTL-4886 AND FTL-4959. ANSI/AF&PA NOS FOR WOOD CONSTRUCTION ALUMINUM DESIGN MANUAL 8.SERIES/MODEL DESIGNATION SH600,ALSO REFERRED TO AS SH701. 9.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). PRODUCE cocoacocoa plylnBwLLthbFtorila sla AM1 = etc 117 by MSs N' No.56105 5TH EDITION(2014)F80 UPDATE 12115 GENERAL Z NOTES JJ IW7/fl I a 2010FOCUPPATE 1070TEC14NOLOG"T N.VeNICE.FL342 ..... PIC "'i P�_- IONAL or — —At X mv? '0 NO~GETHissHEEr 1520 ALUM,SINGLE HUNG WINDOW,NON-IMPACT — NOKOMIU,FL 3N4 Vmi*Bclrer I A.61�NtMlLigk P.E. —J, 9121105 $Hew j A FL P.FX 58705 1 OR 47 I OR 47 — L 1 39 OR d0 1l2"NOM. 3 OR 40 NOM. GLASS BITE GLLAA SS BITE a EXTERIOR INTERIOR (ALL SECTIONS) 37 ® 37 I I 80 QR 81 82 OR 83 70 70 3/16"ANNEALED OR TEMPERED GLASS —�� 1-1/4"ANNEALED OR TEMPERED GLASS 3/16"MONOLITHIC GLASS 114"MONOLITHIC GLASS 1 OR 47 1/2"NOM. 46 GLASS BITE 38 86 THRU 91 RODUCTRHYISED -`oplyio6 t ilh ft Florida u0ding Godo _ 70 ced Co No 'on atc �O� Y I 1/8"OR 3/16"ANNEALED OR TEMPERED GLASS cu Co t AIR SPACE 1/8"OR 3/16"ANNEALED OR TEMPERED GLASS .fit �certs F 13/18" ��. �, F ,••� ' 13/16"INSULATED GLASS P:u.557o5 ` L.M. 5112115 ReE , NOCHANGE THIS SHEET 1070 TECH14OLOGY DRIVE GLAZING DETAILS C•'•.�t_cltww••,�:i JJ 1177/117 O NO CHANGE THIS SHEET N.VENICE,rL 34275 �' �'i lS� C1••� R ALUM,SINGLE HUNG WINDOW,NON-IMPACT �,/5'/{.�N;,L F.K. 2/1&07 C NO CHANGE THIS SHEET P.O.IS, t,zo ms: sort a.Kmen a.r. A.LYFIGILL�R,P.E. � owe �: NOKOAIIS,FL 34274 Visibly Berrer SH000 FUI7 2 x 14 4032-20 E FL P.E.N 58705. F.K. 714105 J.J. 9/21/05 DESIGN PRESSURES BASED ON FLANGE TIP-TO-TIP DIM.(INTEGRAL FIN WINDOWS W/SAME DLO ARE V SMALLER) TABLE 1. 111 FLANGE OR INTEGRAL FIN WINDOWS EQUIPPED W1 HIGH SILL OPTION WINDOW WINDOW H§PHV-�, MEETING RAIL -WIDTH GLASS TYPE 26" 38 3/8" 44" SO 818" 1 1 72' 74" 76" vv I I A,C,E.1 +80.0 -120.01 +80.0 -120.0 +80.. -1210,0 +80.0 -1200 +80.0 -94.e +78.5 �7&6 +75.7 -76.7 +73,0 -73.0 S SH 0.0 0 3T 19 1111111 G +80.0 AX0 +80,0 -1 -0 +60,0 -120.0 +80.0 -120.0 +80.0 -120.0 +80,0 -114.2 +60.0 -110.1 +80.0 -106.2 B.O,F.H,J +60.0 -120,0 +80.0 -120,0 +eGo -120,o +Bo.o -120,0 +80.0 -120.0 180.0 -120.0 +80.0 -120.0 +80.0 -119,15 ............ A,C,E,l +8D.0 -120.0 +BO.O -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -84.9 +88.9 -68.9 +66.2 -66.2 +83.0 -63.6 24" G +80.0 -120.0 +80.0 -120.0 +60.0 -120.0 +eo.o -120,0 +80.0 -120.0 +80.0 -100.3 +60,0 .96.3 +80,0 -02.6 0 +80,0 -120,0 +80.0 -12D.0 +80.0 -120.0 -120.0 +80.0 -120,0 +80,0 -11Z8 +80,0 -108,3 +80.0 -104.1 LOW SILL OPTION: B,DF,H,J +8O.00 -12 .0 +80�O A,C,EJ +80,0 -120-0 +80.0 -120,0 +80.0 -120.0 +80.0 -120.0 +80.0 -80,0 +62.0 j -62,0 +59A -59.1 +56A -56A WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A 32" G +-8D.0 -120,0- +80.0 -120.0. +80.0 -120.0. +80,0 A20.0 +80.9 -116.4 +110.0 40.3 +80.0 -86.0 +80.0 -82.0 POSITIVE DESIGN PRESSURE D.-FH.J +80,0 -1200 +80.0 -120.01 +80.0 -120.0 +80.0 -120.0 +60.0 -120.0 +00.0 -101.5 +80,0 -96.7 +80.0 -92.3- OF+64.0 PSF OR LOWER AS SHOWN IN THE TABLE. A +80.0 -120.0 +80*0 -120.0 +80.0 -120,0 +80.0 -105,0 +80.0 -80.0 +61.3 -61.3 1 +58.0 58.0 +65.0- -66.0 NEGATIVE DESIGN PRESSURES B,D,F,H,J +80,0 -123X +80.0 -120.0 +KO -120.0 +80,0 -- ARE UNEFFECTED. 120.0 +80.0 A20�0 +60.0 -100.3 +K0 -94.0 +80.0 -90.1 +60.0 -120.0 +80.0 -120.0 +ftO -120.0 +80.0 -120, + - +80.0 -89.1 +80.0 -84.4 1 +80,0 -80.1 +80,0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -11 . +80.0 -80.0 +61.3 -61.3 +58,0 -58.0 +65.0 -65.0 A +80,0 -120.0 +80.0 -120.0 +00.0 -111.8 +80.0 91. -*ee-.ir--78-(3 .0 +61.3 -61,3 +56,0 -58.0 +55.0 -55.0 41. BD 'H J +80.0 -120,0 +80.0 -120.0, +80.0 -120.0 +8D.0 -120,O +80.0 -12D.0 +80,0 1 -100.3 +80.0 -94.9 +80X -90.0 'F +60.0 -120,0 +80.0 -120.0 F-800 120,0 +80.0 -120,0 +80.0 -118.4 +80.0 -89,1 +80.0 -64.4 +80.0 -80.0 C,E,I +80.0 -120,01 +80.0 -1110 +80.0 -107.0 +80.0 -103.0 +80.0 -80.0 +61,3 -61,$ +58,0 -58.0 +55.0 -55.0 A +80.0 -120.6 1 40-0 -108-0 +80.0 -95.6 +BO.O -85.6 +76.4 1 -76.4 +61.3 51,3 +58,0 -53.0 1 +55.0 -56.0 441. B,D.F.H.J +80.0 -120.0 +80.0 -120.0 -80.0 2070 -'+8-0,0 .120.0 +00,0 -120.0 +60.0 -100.3 +80,0 -94.9 +60.0 -90.0 G +60.0 -120.0 +80.0 A20-0 +80.0 -120.0 +80,4 -120.0 +00.0 -1*16.4 +80.0 -89.1 +80.0 -84.4 +80.0 -KO -1 +80.0 -120,0 +80,0 -104.0 +80.0 -918 -;8-0-0 89.9 +810 -80.0 +61.3 -61,3 +58,0 -58.0 +55.0 -55.0 A +80.0 -120.0 +80.0 -96.B +800 -87.6 +78.0 -78.0 +68.3 -68.3 , +61.3 -61.3 1 +50.0 -50.0 +55.0 -55.0 481, BDF'H J +80,0 -120.0 +807 125.0 +80�0 -120-.-D-- -+80-.-0 -A20.0 +60.0 -114.9 +80.0 .100.3 +80.0 -94.9 +80.0 -90,0 0.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -116.0 +80.0 -102.1 +80.0 -89.1 +80.0 -84.4 +80.0 -80.0 --1-- � - C,E,1 +80.0 -120.0 +80,0 _-94.8 -+80.0 -83.7 +79.7 1 -79.7 +70.2 .70,2 +81.3 -60 +58.0 58'0 +55.0 65.0 A +80.0 -1171 +�8-01 -85.4 +77.0 -77,0 69.6 -%B +59,5 -59,5 i.4 -56.4 +553 -55.7 +55.0 -55.0 PRODUCT REVISHD 0 �o --- th*c Flodda 0.0 +60_0 • 120.0 +80.0 1 -120.0 +80,0 -113.9 +80.0 -99.1 631/8,, 1),AFHJ +80.0 -120.40 +60.0 +80.0 -92.3 +80.0 .91.1 +80.0 -90.0 F3uiidtng Cade 1"0 +800 A=Ptw. +80.0 -120.0 +800 -120.0 +80.0 70- -8 .0 -82.0 +80.0 -81.0 +80.0 -SMO Date -111.9 +80.0 1,3 80 -117,7 .0 -85.4 +73.9 1 -7 C,E,1 +60.0 117,7 + 0 .4 -58.4 +55.7 -55.7 +55,0 55.0 DY A.3118"ANNEALED E.13/18"LG.,1!B"ANNEALED,AIR SPACE,118"ANNEAL-ED L 13/16"LG.,3116"ANNEALED,AIR SPACE,118"ANNEALED S,3115"TEMPERED F.13110"LG.,118"TEMPERED,AIRSPACE,118"TEMPERED J.13/16'I.G.,3116"TEMPERED,AIR SPACE,118"TEMPERED C.1!4"ANNEALED G.13/16"LG.,3116"ANNEALED,AIR SPACE,3116"ANNEALED D,114"TEMPERED H.13116"LG.,3116"TEMPERED,AIR SPACE,3116"TEMPERED GM. oMs RaYaAw:Tipm E NO CHANGE THIS SHEET I n?, F 79;iwl. I 10M TECHNOLOGY DRIVE Ll;S� �Esjll WINDOWS r- 0 NO CHANGE THIS SHEET N.VENICE,FL 342n, rr A IRK 2/faV7 C COUNNE GLASS TYPE C&ISCIATIS GLAW TYPE G P.01 Box 1520 ALUM.SINGLE HUNG WINDOW,NON-IMPACT --r I - NOXO?Al$^34274 V F.K. 714105 J.J. 9!21!055 wbly Better A. I $H%0 MILLIE P.E. 05 DESIGN PRESSURES BASED ON FLANGE TIP-TO-TIP DIM.(INTEGRAL FIN WINDOWS WI SAME DLO ARE I"SMALLER) TABLE 2. STANDARD VIEW FLANGE,INTEGRAL FIN AND RADIUS TOP FLANGE WINDOWS EQUIPPED W1 HIGH SILL OPTION WINDOW WINDOW HEIGHT WIDTH GLASS TYPE 29 4T- 63" iT' 74" 76" W-IT, MEETING RAIL A,C.E,G,l +80�O -120.0 +80,0 A20-0 +80.0 -120.01 191/8" 80.0 A20.0 +80.0 -86.4 +51.3 -51.3 +49.3 -49.3 +47.5 117,5 -;8 -T8 -7120,0 +80.G -120.0 +80.0 -102.7 +80.0 -98.5 +80.0 -94.9 �xl B.D.F.H,J +80.0 -120.0 0.0 120,0 +80.0 -120.01 0.0 SASH 241, A,CE,G,l +80.0 -120.0 +80,0 -120.0 +80.0 -120.01 +80,0 -120.0 +e0.0 -80.6 +46.4 -46.4 +44.4 -44A +415 -42.5 1111 7 D F H J +80 0 -120.0 +800 120,0 +80.0 -120701 +80.0 -120.0 +80,0 A20,0 +80.0 -92.9 +80.0 -88.8 +80.0 -85.0 A,C,E,G,l +80.0 -120.0 +80.0 -120.0 +80.0 .120.0 +80,0 -120,0 +80,O .80,0 +44.6 44.6 +42.2 -42.2 +40.0 -40,0 3T' B.D,F,H,J +80.0--':120.0- LOW SILL OPTION: +8D-0 -120.0 +80.0 -120.0 +80,0 -120.0 +kO -120,0 +80.0 -891 +80.0 -84.4 +80.0 -80.0 WINDOWS WITH THE LOW SILL 1 A +80.0 -120.0 +80.0 -119.0 +80.0 -94.5 +80.0 -93.0 +80.0 .80,0 +44.6 -44.6 +42.2 -42.2 +40.0 -40.0 OPTION ARE LIMITED TOA -' - POSITIVE DESIGN PRESSURE 3737" B,D,F,H.J +60.0 -120,0 ;80.0 7200 ,0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -89.1 +80.0 -84.4 +80.0 -80.0 OF+64.0 PSF OR LOWER AS - SHOWN IN THE TABLE. C,G +80.0 -120,0 +80.0 -120.0 +80.0 -120.0 +60.0 -115,6 +80,0 -80.D +44,6 44.6 +422 -42.2 +40X 40,0 NEGATIVE DESIGN PRESSURES --:Z- -+80,0 --1 -0 --11 -- +44,6 -44.6 +422 AZ2 +40.0 .0 20,0 +80, 9,0. +80.0 -114.0 +80.0 -10TO +80.0 -80.0 ARE UNEFFECTED. A +110.0 -120.0 +80,0 -109.0 1 +80-0 1 -90A +80.0 -88,6 +76.3 -76.3 1 +44,6 44.6 +42.2 -42.2 +40.0 40.0 40" B,D,F,H.J +80.0 -120.0 +80.0 -120,0 +80.0 -120.0 +80.0 -120.0 +60,0 -12010 +80.0 -89.1 +80.0 -84.4 +80.0 -80.0 -':T2 +80.0 -111.2 +80.0 C.G +80.0 0.0 -12o.0 -780-0 102.8 +80.0 -80.0 +44.6 44.6 +42.2 -42.2 +40.0 40.0 E.1 +80.0 -120.0 +80.0 -107.0 +80.0 -104.0 +80.0 -9g +42.2 2 -80.0 -80.0. +44.6 A4.6 42.2 +40.0 40.0 A +80.0 -120.0 +80,0 -92,7 +80.0 -84.5 +80-0 -82.7 +70A -70.4 +44,6 44.6 +42.2 -42,2 +40,0 40.0 '01B,D,F,H,J +80.0 -120,0 +80.0 -120,0 +60,0 -120.0 00 -120,0 +80,0 -120,0 +80.0 -89.1 +80,0 -84A +80.0 -8D.0 C,G +80.0 .120.0 +80.0 -107.21 +80.0 -97.6 +00.0 -89.5 +80.0 -80.0 +44.6 -44.6 +42.2 -42.2 +40.0 40.0 E.1 +80.0 -120.0 +80.0 93.7T+80.0 91,9 1 0.0 -89.5 +76,3 -76.3 +44.6 44.6 +42.2 42.2 +40.0 AO.O A +80.0 -117.0 +800 -89.2 +76.7 -76.7 +74.8 74.8 +63.0 -63,0 +44.6 -44.6 +42.2 42.2 +40.0 40.0 PBBF..H,J +80.0 120.0 +80,0 -120.0 +60.0 -120.0 +80.0 -`120.0 +80.0 -114.7 +80.0 -89.1 +80,0 -64.4 +80.0 -80.0 48" �:j C,G k + -0 -11-1,D +80.0 -96.0 +60.0 -87,0 +7913 -79.3 +70.1 -70,1 +44,6 -44.6 +4Z2 -4Z2 +40,6 40.0 j 7+80.0 -113.0 +R062.4 80,0 8 --+79.3 3 +70.1 -70.1 +44X -44.6 +422 -4Z2 +40.0 40.0 - i�3 A +80.0 -103.8 +80.0 -84.4 +69,2 .69.2 +66.3 -66.3 +56.7 .56.7 +41.0 41.0 +40.5 40.5 +40.0 40.0 B,D,F.H,J +80.0 -120.01 +80.0 -120.01 +80.0 -120.0 +60.0 -113.2 +80.0 -98.8 +80.0 -BI.9 +80.0 -80.9 +80.0 -80�0 RODUCT REMP13 53 118" u I lying with the Florid. .1 00 -T80.0 --103..8 +au -- +76.3 -76.3 +69.2 -6 a C,G 84.6 9.2 +60.4 -60A +41.0 -41.0 +40.5 -40.5 + .0 -40,0 ICA C2. -j+80.0 038 +72,5 -725 +70,6 -70.6 +69.2 -89.2 +60.4 .60 0.5 +40.0 40.0 g8° o7 GLASS TYPES: I)y A.3176"ANNEALED E.13/16"I.G.,118"ANNEALED,AIR SPACE,1/8"ANNEALED 1,13116"I.G.,3116"ANNEALED,AIR SPACE,1/8"ANNEALED B.3178"TEMPERED F.13116-LG.,Iff'TEMPERED,AIR SPACE,1/8"TEMPERED J.13116'LG.,3116"TEMPERED,AIR SPACE,116"TEMPERED C.1/4"ANNEALED G.13116"I.G.,3/16"ANNEALED,AIRSPACE,3/16'ANNEALC-D D 1/4"TEMPERED H.13116"I.G.,3116"TEMPERED,AIR SPACE,3116"TEMPERED Is E NO CHANGE THIS SHEET ATE OF V,' 1070 IECHNO upive DESIGN PRESSURES,$TANDARD VIEW jj fG-V7/Yf D No O-zlop- (:��1, CHANCE THIS SHEET LOGY ...... MVENIUJI.34276 C NO CHANGE THIS SHEET P.01 BOX 1529 t3c; -ALUM.SINGLE HUNG WINDOW,NON-IMPACT T�I- NOKOMI,FL 34274 A.AU R!"P'.E. FK 714105 JJ -9 E NTS - 14 4032-20 FL P.E.#58705 DESIGN PRESSURES BASED ON FLANGE TIP-TO-TIP DIM.{INTEGRAL FIN WINDOWS WISAME DLO ARE 9"SMALLER) TABLE 3. CUSTOM V[EW FLANGE,INTEGRAL FIN AND RADUS TOP FLANGE WINDOWS W1 HIGH SILL OPTION(WINDOW HT.MINUS SASH HT.) -� WINDOW WINDOW HEIGHT MINUS SASH WEIGHT(76"MAX.HT.FLANGED AND 76"MAX.HT.INTEGRAL FIN) W' T• MINUS WIDTH GLASS TYPE 17118 2211!16 2B 3118 33 3/4 39 5f16 4413116 60 31$ 5515(16 SASH HT A,C,E,I +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 4120.0 +80,0 -118.0 +80.0 -100.2 +80.0 -87.1 +70.8 -70.8 To 19118 B,D,F,H,J +80.0 -120.0 +80,D -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 •120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 MEETING RAIL -124.0 +80,4 120.0 +80.4 115.1 -4-71 G +80.0 -120,0 +80,4 -120.0 +$0.0 -124.0 +80.0 -120.0 *80,0 -120.0 +80.0 - �S jSH A,C,E,I +80-0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 .120.0 +84.0 -103.0 +80.0 -86.2 +74.1 -74.1 +59.5 -59.5 J. 24 B,D.F.M,J +80.0 -120.0 +80.0 -120:0 +g0.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.4 +80.0 -120.0 +80.0 -118.7 NOTES: 1.WINDOWS WITH THE LOW SILL G +80.0 -120.0 +80:0 -120.0 +$0.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80,0 -120.0 +80.0 -96.8 OPTION ARE LIMITED TO A A,C,E,i +80.0 -111,0 +80,0 -120.0 +80.0 -117.0 +80.0 -94.2 +80.0 -85.7 +74.3 -74.3 +62.6 -62.6 +49.1 -49.1 POSITIVE DESIGN PRESSURE OF+64.0 PSF OR LOWER AS 32 B,D,F,H,J +80.0 -111.0 +80.0 -120,0 +80.0 -120.0 +80.0 -120.0 +60.0 -120.0 +80.0 -120.0 +%0 -113.5 +80.0 -97.9 SHOWN 1N THE TABLE. G +80.0 _111,0 +60,0 -120.0 +80.0 -120.4 +80.0 -120.0 +80.0 -120,0 +80.0 -120.0 +80,0 ADL8 +79.7 -70,7 NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. A,C,E,I +80.0 -98,0 +80,1) -119.0 +80.0 -91.9 +80.0 -86.1 +80.0 •80.5 +70.9 -70.9 +58.8 -58.8 +45.2 -45.2 2.AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 518" 37 B,D,F,H,J +80.0 -98,0 +80.0 AMM +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80,0 -105.8 +80.0 -90.3 MIN.TO 3D"MAX. G +80.0 -98.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 ]-94.8 +80,0 -95,5 +73.5 -73.5 3.76"MAX.FLANGE WINDOW HT, 75"MAX.FIN WINDOW HT. A +80.0 -92.0 +60.0 -108.0 +80.0 -87.4 +80.0 -61.6 +70.8 -70.8 +69.0 +67,3 -57.3 +43.6 -43.6 B,D,F,H,J +80,0 -92.0 +80.0 -120,0 +80.0 -120.0 +80.4 -120.0 +BD.O -12fl.0 +80.0 +80.0 -142.7 +84.0 87.0 40 C,E,I +80.0 -92.0 +80.0 -106.0 +80.0 -103.4 +80.0 92,8 +74.8 70.8 +69.9 +57.3 57,3 +43.8 43.6 G +80.0 ,92.0 +80.0 •120.0 +80.0 -120.0 +80.0 .116.6 +80.0 -115.0 +00.0 +80.0 -93.2 +70.8 •70.8 A,C,E,I +80.0 -65.0 +80.0 -92.3 +80.0 -81.3 +75.1 -75,1 +59.5 -59.5 +68.4 +56,2 -56.2 +41.9 -41.9 B,D,F.H,J +80.0 -85.0 +80.0 -120.0 +80L0 -120.0 +80.0 -120.0 +60.0 .117.9 +80.0 +80,0 -99.9 +80.0 .83.7 44 C,E,1 +80.0 86.0 +80.0 -93.1 +60.0 -91.0 +80.0 -85.1 +69.5 59.5 +58.4 +56.2 -56.2 +41.9 41.9 G +80.0 -85,0 +80.0 -120.0 +80.0 -109.8 +80.4 -101.4 +80.0 -06.7 +80.0 +80.0 -91.3 +68.1 -68.1 A +80.0 -111.9 +80,0 -88.8 +73.3 -73.3 +67.2 -67.2 +51.4 -51.4 +49.6 -49.6 1 +49.0 -49.0 +40.8 -40.8 48 B.D,F,H,J +80.0 -120 0 +g0,0 .120.0 +80.0 -120.0 +80.0 -120,0 +80.0 -101.2 +80.0 -98.4 +80.0 -98.0 +80.0 -81.5 C,E,1 +80.0 -109,0 +80.0 -82.2 +80.0 -81.2 +75.0 -75.0 +51.4 51.4 +49.6 49.6 +49.0 -49,0 +40.8 -40.8 G +80.0 -120.0 +80.0 -110.2 +80.0 -96.9 1 +80,0 -88.6 +80.0 -83.5 +80.0 -80.6 +79.6 -79.0 +66.3 •85.3 A +80.0 -99.0 +80.0 -81.8 +64.4 -64.4 +58.9 -58,9 +43.7 -417 +41.6 41.6 +40.4 40.4 +40.0 -40.0 WDUCf REVISBD 63 118 B,D,F,H,J +80 0 -120.0 +60.0 J120.0 +00.0 -114.8L+76.3 -103.5 +60,0 -B5.6 +$0.0 -81.9 +8D.0 -K2 +80.0 •80.0 cmnptying w m the pto ide IN de CEI +80,0 99,0 +72,3 *70.8 70.8 64,5 *43.7 43.7 +41.6 -41.6 +40.4 -40,4 +40.0 -00.0 G +80.0 _117,0 +80,0 +$0.0 84.3 76,3 *71.0 7t-0 +67.6 67,6 *65.7 65.7 +65.0 SS.D GLASS TYPES: - ae 1 u A.3116"ANNEALED E.13/16"I.G.,118"ANNEALED,AIR SPACE,118"ANNEALED 1.13/16"I.G.,3116"ANNEALED,AIR SPACE,1/8"ANNEALED ` L•••�.iql` B. $/16"TEMPERED F.13/18"LG.,118"TEMPERED,AIR SPACE,118"TEMPERED J.13116"LG.,3116"TEMPERED,AIR SPACE,1(8"TEMPERED li:- P10.;1$765 C.114"ANNEALED G.13116"I.G.,3116"ANNEALED,AIR SPACE,3116"ANNEALED D.1/4"TEMPERED H.13116"I.G.,3116"TEMPERED,AIR SPACE,3116"TEMPERED L.M. 6/!7115 E N00HAN©ETHlSSNEET "' p STAiEOF ' aauc 1070 TECHNOLOGY DR VE DESIGN PRESSURES,CUSTOM(W,HT,-S.HT. ri =7/11 <,'•.,�t4Rty ,.`�j1, 0 NOOwN�ETwssHEEr N.VrNICE,cL342rs F.K. ALUM.SINGLE HUNG WINDOW,NON IMPACT rr rt x. 71t&D7 c No CmmrE THIS SHEEF PD.BOX 157-0 t nmm,ew aw= m,nad o.r:: NOKOnus,FL34274 IPWbO!letter s °i""` I °"'"' n.. A.LYNN N` US R,P.E. RK. 7/d/05 J.J. 9/21/05 SHd00 NTS b s 14 4032-20 E FL P.E.#58705 531/8"MAX.FLANGED WIDTH(ALL ELEVATION DETAILS) 521/8"MAX.I.F.WIDTH(ALL ELEVATION DETAILS) 8"MAX.FIXED OLD(ALL) 75 AX. 75' AX I5"MAX. SEE DLO I I S TABLE.0 EE DLC,A A I.F. I.F. SEE DLO 0 C-j HEIGHT TABLE' D HE 0 HEI HT LE L 76" 76" AAX. 76"MAX. FLANGED1 MAX. FLA GED L FLANGED DLO HE] HI HEM SEE SASH T T- HEIGHT TABLE x MAX. SEE t DLO SEE SEE DLO SEE (MAX) HEI T TABLE TABLENO 4 481/4"MAX. VENT DLO(ALL) DETAIL B DETAIL C DETAIL A ................ ....... yLEW�STANq-�RD SASH) RADIUS TOP(STANDARD SASH) 1/1 ........................... VERTICAL DAYLIGHT OPENING 75"MAX I 75-MAX. FIXED LITE I.F. I LOW I HIGH F HEI HT E HEI;HT SEEDED DETAIL SILL SILL BLE SEE DLO A 34112" 343116" TABLE 0 76"MAX. — 76"MAX. B 4150 41 1/4 FLANGED FLANGED c 41—1/4- 40 7/6' HEIGHT HEIGHT D 62 518" 52 11116" E L2 1 14" 625/16' L.......................... L ................ ........... S SH I .............. A ...................... T- 20" LOW HIGH- 20" SEE DL+S�LE x SASH SEE DLO TABLE ?X� Al SASH DETAIL SILL SILL HEIGHT HEIGHT A 34 112" 34 3116' PRODUCrREVISED B 277116" 27118" 8.wmplyival,"Ne Fload. 11diesCo ppq C 277116" 27118" A Ico DETAIL D DETAIL E D 16 318" 15 314" Deto VIEW(CUSTOM SASH) RLDIUS TOP(CUSTOM SASH) E 16 3/8" 15 3/4" BY TABLE 4. 14 u I NOTES: EN I SEE SHEET 7 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2 SEE SHEET 9 FOR CORNER DETAIL VIEWS. No.513705 3 SEE SHEETS 10 THROUGH 14 FOR ANCHORAGE INFORMATION. 4.SASH HEIGHTS FOR STANDARD SASH WINDOWS(DETAILS B&C)ARE BASED ON ATHREE OVER TWO FORMAT. �Cc F NO CHAN D RI 1) L.M. I`6'/fZ(15 E GE THIS SHEIET I I ELEVATIONS ............ D IN.VENICE.FL 34276 �-v ji 1671H NO THissHr-Er 19, 0—. ALUM.SINGLE HUNG WINDOW,NON-IMPACT 'I NO CHANGE ruis SHEET P.O.ec?x 1529 ER,P.E. F.K. 2116107 C NOXOMIS,FL 34Z?4 vdiblY&, A.LYNN MILL F.K. sHem NTS 1 6 ?, 14 4032-20 FL P.E.9 58705 I`-2.764^ NOTE:MIN.(1)SWEEP LATCH AT VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS,(1)6-FROM EACH SIDE OF SASH. 26 27 BALANCE PARTS USED MAX.VENT DAYLIGHT OPENING ON SASHS>40 LBS 1 INSIDE 14&16 31 INSIDE 9&10 BALANCE PARTS USED i — — ON SASHS<40 LBS � ) I ¢ ��� O MAX. FIXED LITE 7,8 OR 17 • , DAYLIGHT 25 OPENING _ MAOUTSIDE 25 X.FIXED LITE DAYLIGHT OPENING ' MAX.WIDTH SECTION A-A OUTSIDE INTEGRAL FIN(I.F.)FRAME SECTIONS — INSIDE 23 , 47 50 MAX. HEIGHT 21 2.146 I I HIGH OUTSIDE t I SIL 2.330 _ [ LOW — ............_ SILL MAX. DAYLIGHT 49 NIGH SILL 48 LOW SILL HEAD JAMB OUTSIDE OPENING — — — — — — — — — — 68 28 I---2.710^ I .. 53 OUTSIDE r 6 'RODUCT REVISED complying with the Florida 53 widtog code �t 2.330^ 2.046" 63 ucptanco tat-m 52 (Low SILL) {HIGH SILLY t Date 2e° SEE NOTE ABOVE 54 64 y 65 OR 66 0-, 3 30 12 ULTRALIFT ONLY - ULTRALIFT SECTION C-C a�,.:,nlos ' SECTION B-B 12 ONLY RADIUS TOP (LOW SILL SHOWN) ALTERNATE HIGH SILL HEAD DETAIL-FLANGED VERSIONj:.91'. {s Je\ raww�4et- as mnw.n: osova+*• 'C) 'Is F L.M. 61111,15 E NO CHANGE THIS SHEET SECTIONS q,p, 1070 TECHNOLOGY oRNE _ __... C'��• (:• JJ iN07/i1 D HO CHANGE THIS SHEET NNENICE.FL st275 P '""' Romer a.nw �_ ALUM.SINGLE HUNG WINDOW,NON-IMPACT t. F.K. 21IM7 C NO CHANGE THIS SHEET P.O.ooX 1529 �,,. eroe o..snw a.: A.LYrSN MILLER,P.E. D : my, NOKOWS,FL 34274 Visibly Beew E F.K. 7/4/05 J.J. 8/2fID5 SH500 H.If 7 14 4032-20 FL P.E.#58705 ITEM DWG# DESCRIPTION PGT# ITEM DWG.# DESCRIPTION PGT# 1 4002A FLANGE FRAME HEAD 612225 64 1161 #6 X 1.000 PH.BUGLE TEK 706X1 2 1155 98 X 1.000 QUAD PN.SMS 781 PQA 65 FOAM TAPE 114 X I R-FOR 3116 61412K 3 4003C FLANGE FRAME SILL(LOW SILL) 612226 66 1208 FOAM TAPE 118 X 112-FOR 114 61308K 5 1826 ADHESIVE OPEN CELL FOAM PAD 7PAD1628 6B 4051A SASH BOTTOM RAIL(HIGH SILL) 64051 6 4004 FLANGE FRAME JAMB 612227 6g 5050A FLANGE FRAME SILL(HIGH SILL) 64050 7 4025 SASH STOP(ALUMArTILT) 612244 6 4025 SASH STOP(EGRESS)1.125 LONG 612244 70 ISILICONE,DOW 899,995 OR EQUIV. 9 _4_029 CALDWELL ALUM/,-TILT BALANCE,5!6" 80 A GLASS,3/16"ANNEALED 10 1080 BAL.COVER,RIGID VINYL,518" BBALCVR916 81 B.GLASS,3/16"TEMPERED 11 #8 X.750 PH.PN.SMS 7834AA 82 C.GLASS,114"ANNEALED 12 BALANCE BOTTOM BRACKET 7BALTBKT 83 D.GLASS,1/4-TEMPERED 13 1085 SASH TOP GUIDE,518"BAL. 42504 86 E.GLASS,13/16"IG:118"ANNEALED,AIR SPACE,1/8"ANNEALED 14 4029-1 CA-DWELLULTRALIFTBALANCE,.670" 87 F.GLASS,13116"IG;118"TEMPERED,AIR SPACE,1/8"TEMPERED 15 I#axi PHILLIPS FLATHEAD S.STL 78X1 FPAX 88 G.GLASS,13/16"IG;3116"ANNEALED,AIR SPACE,3116°ANNEALED 16 1080-1 .670 ULTRA LIFT BALANCE COVER 613ALCVR870 17 4053 SASH STOP(ULTRA-LIFT) 64053 89 H.GLASS,13116"IG:3116"TEMPERED,NR SPACE,3/16"TEMPERED 18 4029.1 SASH BRACKET 7ULBRKT 90 I.GLASS,13/16"IG;3116"ANNEALED,AIR SPACE,1/8"ANNEALED 19 #8-32 X 112"LG.PH,FH.TYPE F S.STL 7832X12FPFX 91 J.GLASS,13/16"IG;3/16"TEMPERED,AIR SPACE,118"TEMPERED 20 1086 SASH TOP GUIDE,11/16"SAL. 42505R&L 21 4054C FIXED MEETING RAIL 64054C 23 4006C SASH TOP RAIL 64006 2.678 25 1235 WSTP.,.170 X.270 BACK,FIN SEAL 67SIBG 26 1096 SWEEP LATCH 71096 2.784 - 27 1016 #8 X.625 PH.FL.SMS 7858 .082 28 4007 SASH BOTTOM RAIL(LOW SILL) 612230 30 1226 WSTP.,BULB VINYL 6TP249 1 3. 55 31 4008 SASH SIDE RAIL 612231 LP 34 1268 SASH FACE GUIDE 42501 .062 37 1224 VINYL GLAZ.BEAD BULB(THICK) 6TP247W,K 38 1225 VINYL GLAZ.BEAD BULB(THIN) 6TP248K 47 FRAME,I.F.HEAD 39 40148 GLAZING BEAD,3/16&114.WIO GK. 64014 #4071 A.606376 40 4046A GLAZING BEAD,3116&114.W/GRILL KIT 044842 48 FRAME,I.F.LOW SILL 46 4067 GLAZING BEAD,13116"I.G. 64067 #4072A,6063-T6 47 4071A FRAME,I.F.HEAD 64071 2.906 P52 4072A FRAME,I.F.LOW SILL 64072 4073A FRAME,I.f.HIGH SILL 64073 40748 FRAME,I.F.JAMB 04074 �--2.374 4009 SILL LATCH(EGRESS)(LOW SILL) 764009 ROpUCTRGVIS9D complying kith ILO Florida 1088 SPRING,SILL LATCH(EGRESS) 7SPRNG .062 uilding' c 2740 SILL LATCH(EGRESS)(HIGHSILL) 62740 4.71 "`rutim,N.062 •�vmiml atc 1014 SCREEN FRAME(H OR.&VER.) 61014 56 1630 SCREEN CORNER KEY WIRINGS 71630 2. 10 y 57 1031 SCREEN CORNER KEYWIOUT RINGS 71631 �O<y�.�..• 58 1073 SCREEN SPRING 7CASP `�a .''�10ENgF'•.,: 59 1624 SCREEN SPLINE-.135 DIA FOAM 61824K V 60 1635 SCREEN SPLINE-.135 DIA HARD 61635K No.58705 61 SCREEN CLOTH 61816 &FRAME,I.F.HIGH SILL &FRAME,I.F.JAMB — 83 505 GLAZING CHANNEL(.688 X.500) 6533402 49 #4073A,6063-T6 50 #4074B,6063-T6 '-U 7, F1 F Of l U AT L.M 5/1?/iS HA o.ee: N�„c—y.,,., tOTO'fECnNOLO0Y0RIVE D PARTSLISTANDFRAMECORNERDETAILS •°�oR1UF7. E Nod NOETHIS SHEET •:\1C��.� JJ 1CVDT/i! NO CHANGE THIS SHEET N.VENICE,FL34276 �`,/ONA� `,� a, a, ALUM.SINGLE HUNG WINDOW,NON-IMPACT ,, ,I I„� FK. Yi8/07 C NO CHANGE THIS SHEET P.O.Box 1529 �� ,�. a,.,n,ra x.. A.LYt✓N MILL ER,P.E. �,`, NOKOMig,FL 34274 VAibly 7JCllal a E F.K. 7/4/05 J.J. 921105 _ shwo NTS 8 14 4032-20 FL P.E.#58705 I.F.FRAME SEALANT ALONG ENTIRE JOINT I I.F.FRAME 2—�{2.784 062 1 I� II 2.830 2.330 1.363 J� .062 -+— 6 L O FLANGE FRAME HEAD 6 #4002A,6063-T6 X2.764 O — ELD FLANGE FRAME SILL (LOW) ALONG 1.749 3 #4003C,6063-T6 6 LONG SCREW A jBOSS(2) SEALANT OR GASKET AT HEAD AND SILL 12.710 � I--1.513--j 730 .062 ,490 1.451 ,040 '062 VIEW D-D VIEW E-E {�- .(111 8 VIEW HEAD 8 SILL,RADIUS TOP SILL) (RADIUS TOP HEAD) SASH STOP SASH STOP COVER FRAME CORNER CONSTRUCTION O FLANGE FRAME JAMB O #4025,6063-T5 17 #4053,6063-T5 #4004,6083-T5 (USED AS RADIUS TOP HEAD) .- 1.342ff r-2.279—IT r 062 349 I(fZt�y ��l 2.155 I 1.979 .062 LAW 1.707 .062L—J062 31 SASH SIDE RAIL FIXED MEETING RAIL 23 SASH TOP RAIL 28 SASH BOTTOM RAIL (LOW) 105 7 #4006,6063-T5 21 #4054C,6063HD-T6 Q #4006C,6983HS-T6 #4007,6063-T5 �I .666 2.328--� .050 J.062 O GLAZING BEAD 3116"OR 1/4" G83 RonvCrRavlseD 39 .050 wmF154M!mill We Florida 6 #40148,6063-T5 I ulldfogCode 3,446 --{ —I��r1.097 Tc op a 1 2-638 1'057 -- 46 GLAZING BEAD 13/16"IG r 062 I #4067,8063 TS '� J1` SOH{ J �'•�( I: 666 . .��xO,.•• �GGriE � .050 SASH BOTTOM RAIL (HIGH) O GLAZING BEAD 3/16"OR 1/4" " N°''6705 69 FLANGE FRAME SILL(HIGH) 68 #4061A,8063•T5 40 #4046A,6063-T5 #4050A,6063-T6 (USED Wl GRILL KIT) nLM 22118 RpE� NO CHANGE THIS SHEET 7070 TECHNOLOGY DRNE EXTRUSIONS JJ . gmmnrl Rmtlan NO CHANGE THIS SHEET N.VENICE.FL 34273 �� ALUM,SINGLE HUNG WINDOW,NON-IMPACT ��'!/"' !A1;L�`�` FX 2118@7 C NO CHANGE THIS SHEET P.O.eOxisas �,,,. �,,,,. �N, R,,, NOKOMIS,FL 34274 Visiblyfwwr aar.4tat A.LYNN�1 LER,P.E. FK D714105 J.J. 21105 sxsao H81t 9 d i4 4032-20 E FL P.E.#58705 "-'r 2 | / ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE 6. ANCHORAGE NOTES: 1 1.ANCHOR TYPES; I-114"ELCO TAPOONS WINDOW HEIGHT 2,114"ELCO SS4 CRETE-FLEX SUBSTRATE- 29.655 37.155 44.655 52.155 59.655 67.155 74.655 76.000 3-#12 SCREWS ANCHOR TYPE�,.-_c 01 L) In 1,"a C.) 01, a C'4 u—0 0 L) co 0 cq — c" Q� Qz , ioo u "'Lo "c') z z 0 z z vzo z ci z Clio z z 2ANCHOR LOCATIONS ARE BASED ON THE 0 0 cq 0 0 04 0 N 0 0 N C4 01 Oil 004�1 0 WINDOWIGLASS ,IA c� I a 0 C-J 0 0 FOLLOWING DIMENSIONS: IDTH TYPE S 8 () 3:1 01 0 W 0 0 0 0 L) HEAD-181/2"MAX.FROM TOP CORNERS PSF 113 119 JAMBS-171/2"MAX-FROM TOP CORNERS 16"MAX.FROM BOTTOM CORNERS 1 1 6.MAX.BELOW MTG.RAIL 19.125 H.J I ill 212_?12 �1� �12 �1� �13 212 3121�1� 3121_311_3L3 3 2 3 2 SILL-ANCHORS NOT REQUIRED A.C.E. 3.QUANTITIES THE ADJACENT TABLE ANCHOR 2 212 212 �'1212'12 212 21� .1 G-1 III Ill III i12 212 2 2 2122J2 212 312 212 312 :�l QUANTITIES USING THE DIMENSIONAL CRITERIA OF PSF go 119 103 119 NOTE,2. S.D,F. I 2 41 313 3 1 2 31-3 '31 6L 1 1 1 1 1 2 2±2 2 1-3 4. DESIGN PRIES 24.( 2Li 2 �12 313 2121��L2 ]3 3 413 ZiJ2 416 313 3 2 313 312 3 SURE LIMITATIONS; 1 1 Ll 111 3 SIZE BLOCKS OF THE ADJACENT TABLE WITH A )00 H'J IN BOLD ITALICIZED VALUE ABOVE THEM,INDICATE A 'fill -11 212 21� 212 31 �12 312 1 31 �l MAXIMUM DESIGN PRESSURE WITH THE QUANTITY Ili 1 313 212+3 2 21� 312 �2 2 2 2212 212 2F2 212, 111 119 PSF 08 111 7 OF ANCHORS SHOWN IN BOLD,DUE TO ANCHOR SPACING LIMITATIONS.OTHERWISE,THE MAXIMUM B,0,F, 2 1 2 2 1 2 2 2 2 2 1 2 2 1 2 2 1 2 DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND ' � 1111 11 32.000 HJ 3113 F4?j 3 444-63 4 j GLASS TYPE IS AVAILABLE, 3 4 A,C,E,1.1 2i 11 2 2 1 2 2 1 2 1 2 ±jl 1 _3� 2�� �2 Gj 1 11 flikl2ii12 21i 313 213 3131413 12 -2 2 2 2 212 212 2 2 2 2 2I2 PSF 59 96 87 961 1109 fig I 9,D.F, 2 1 2 2 2 1 2 2 2 2 2 2 2 36,1�2 2 2 1 2 2 1 2 2 �7141 I� '4 4 4 4 311 37.000 H.j 1ll *2[21212 212 3 3 2 1'3 313 4 ( _ 6121� 4'44 4 3±6 4'4'IJ31i'6(4I A,C.E, 2 11 2 2 2 2 2 2 2 2 2 2 2 1 1 1 2 1 1 1 1 1 1 1 1 1 2 2 3 2 '2 G-I 111 111.111 il 2 2J2 21 A il 3 2f3 3 414 -13 212,312�2 PSF 54 89 62 89 101 113 119 2 3 1.;�2 2 2 2 2 2 2 B D F 2 2 2 2 2- 2 3 2 2 3 2 3 ? 4 6 44 4 5 40.000 11111122222233333344334k 51 5 L4 3 F3 AJA ja 414 51�[ A,C,ET2_ 2 2 2 2 2 2 2 2 2 2 2 2 2 —2 2 2 2 2 2 2 2 2 2 3 TABLE KEY: CLI Ill 11 112liN12 2i2 ilfl3lZi 313 41 it 313 4il3 41313111�34 j '3l 3j il 21211 -3 '3�t� 2 3 3 �j2 PSF 49 81 56 81 _1Lg 92 102 117 Ila 1 L2 2 (DIP LIMITED) EL D, —2 —2 3 2 —2 —3 2 3 3 2 3 —3F-2—F_3 3 2 2 3 2 2 2 2 44.000 H,J -I ili 214 21 i 313 313 41� 414 �1*3 414 515141�31515,416 41� 614 3 5 14 jj 2 41 MAX.PS !1.7 jj� J1 516 4i 14 *615 1 61 A.C.E. 2 2. 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 1 2 HEAD 3 i I 1 1 212 J BA50VE 3 3 GJ I Fil I; 212 2 2 313 j!3,31"3 �14 313 313 '4 41313 413 313 21 313 313 312 3[3 3 j 3 I:Tl 21313 PSF 451 74 51 74 119 84 94 1107 109 MTG.RAIL PRODUCTREWSM) 14 1 plyll'swish 1h.1710sid a,0.F, 2 2 2 3 2 3 3 2 3 2 3- 4 2 3 JAMB BELOW 'B'uildin Code 3 2 3 3 2 3 3 2 3 r n1r7 F '14 'W ""d 46 Si5 r ZeeptMCONO 1'3 3 5 )15 MTG,RAJL 48.000 H,J zlilij 12 1 jij�l�,414 5 1� 14,515 413 51 9154354 1 D r 2 a 2 6 E3 - A.C,E, 2 2 2. 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 G,I 3 3, c au '31 312 31 �j� �12 3J3. lil 111 2121212[i212 313 313 313 3141313 313 � 44 3i 4 a 313 212 3131 (FULL DP) PSF 41 67 46 67 1110 76 85 119 97 98 112 HEAD 2 B,D.F, 3 2 2 2 3 4 2 3 4 3 3 4 2 3 3 2 3 3 2 3 3 2 3 JAMB ABOVE 3 2 26 H.J 4 4 4 4 5!6 14 15 815 41ZI 514 516 413;615 6!6 413 jj� 63.1 1 111 212 212 212 3L3��311 3'3 4 MTG.RAIL N"),55775 Y� 2 2: 2 A,C,E,112 2 2. 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 JAMB BELOW 1.1 2 '1 d Gj j4 31§ 31j - MTG.RAIL 'lil �12 2�2 221 312 3 3 3 31 313��313 j[� 2L3L3 L3 L3 �L2 ill 5112116 E NO CHANGE TIWS SHEET Sim- ji 70 TV D No CFkWGE 7m 10 sHFEr K VE-... ANCHORAGE SPACING,STANDARD VIEW F.K 21=7 0 N0cwGETHtssHsEr P�01 Box 1520 ALUM.SINGLE HUNG WINDOW,NON-IMPACT _w. N*i— -I;;,— NOX01Ad,PL 3w? v4i*Rsrt� — IK-- P,E. FK. 714M5 J.J. Patio --- SH600 NTS 14 4032-20 E FL P,E,#68705 ANCHOR QUANTITIES ABOVE MEETING RAIL HEAD&JAMBS CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. ANCHORAGE NOTES: WINDOW HEIGHT MINUS SASH HEIGHT FROM TABLE 6. 1.ANCHOR TYPES: 1-114"ELCO TAPCONS SUBSTRATE: 17.125 22,868 20.211 33.754 39.296 44.839 50.382 55,925 2-1/4'ELCO SS4 CRETE-FLEX ANCHORTYPE: ❑ U ❑ v U ❑ n U ❑ a U ❑ v U ❑ v ❑ U v ❑ v U 3-#12 SCREWS 0'20 Z Zo'?O Z�ZMO Z_zc?O z Zc?O z_zgO Z Zo'�O Z Zc?O Zr.2 WINDOW GLASS N O V O-O N O N O O O N O O�+O N O'-O N N O O r O N O O c3 N O O c`I N O O 2.ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING WIDTH TYPE �5 U U 3 U U 3: U U U U U U � U U �$ U U g' U U DIMENSIONS FOR ABOVE THE MEETING RAIL: PSF HEAD-181/2"MAX.FROM CORNERS 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 "All 1. JAMBS-17 1W MAX.FROM TOP CORNERS H,J 1 1 1 2 2 2 2 2 3 3 2 3 3 3 44 3 4 4 3 6 5 4 5 11 1/2"MAX.ABOVE THE MEETING RAIL 19,125 1. 1 1 1 1 1: 1, . ,.,,,,... 1,.. G 1 1 1 2 2 2 2 2 "3 3 2 3 3 3 4 '4' 3,...4 4....3.. 6 4 4 5 3.INSTALL PERTHE ADJACENTTABLE ANCHOR A,C,E.I .7 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1., 1... _1 1.. 1 1 1 .1, QUANTITIES FOR ABOVE THE MEETING RAIL USING 1 1 1 2 2 2 E 3 ...3. 3 2-3 3 3 3 3 3 4 .3. 3 4 $ 3 3 THE DIMENSIONAL CRITERIA OF NOTE 2. USE THE PSF 119 119 119 SASH HEIGHT TABLE ON THE NEXT PAGE TO B,D,F. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1,. 1 1 t44- ? COMPLETE THE ANCHORAGE REQUIREMENTS FOR H,J 1 1 4 2 2 2 3 2 3 4 3 4 4 3 4 6 3 '$ 5 4 6 6 CUSTOM VIEW WINDOWS. 24.600 1 1 1_ .1_., _ 1 1 1 1 _ ..,.._,_ 1 .., ?__ 1 G 2 3 2 9 4 3 4 ...4 3 4 5 3 5 5 4 6 5 4,AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW A,C,E,I .1 1 1 1 1 1 1 .1 1 1 1 1. WINDOWS ARE 12518" 1 1 j 2 ?, 2 3 2 3 4 3 4 4 3 4 3 3 4 3 3 4 3 MIN.TO 38"MAX. PSF 110 05 11 106 119 11 19 B,D,F, 2 1 1 1 2 2 1 2 1 2 2 1 2 2 1 2. 2 1 2 5.DESIGN PRESSURE LIMITED: H.J 1 1 1 22 2 2 3 3 3' A 3 4 6 4 5 6 4 6 6 5 7 6 5 6 SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD 32.000 1 2 2 3 2 2 4 _ 2 2 ITAUG17ED VALUE ABOVE THEM,INDICATE A MAXIMUM G 1 1 2 2 2 3 3 '3 4 3 4 5 4 5 6 4 6 5 4P44 6 5 4 5 DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS A,C,E.I 2 1 2 1 2 2. 1 .2 2 1 2 2 1 ..1, 1 1 1. 1 1_ 1 .1 1 1. SHOWN IN BOLD,DUE 1 1 1 2 2 2 3 3 3 3 3 3 4 3 4 4 3 4 4 3 3 3 3 TOANCHORSPACING PSF 119 92 110 119 .... LIMITATIONS. OTHER- 0,D.F, 2 1 2 2 -2 -2 2 2 2 3 2 2 3 2 3 2 2 2 2 2 2 1 ..�. WISE,THE MAXIMUM H J I 1 I 2 2 2 3 3 3 4 4 4 5 4 5 8 5 6 6 5 7 6 5 7 37.000 2 1_ 2 2 3 2 2 2 1 2 PRESSURE G 1. . 1 1 2.. 2.. .2 _3 _3 3. .4 4 .4. ....6. ._4....5. .6.. 5.. S. ..g.. 4.. .8. 6 .4 - TYPE I FOR THE RESPECTIVC SIZE AND GLASS E A,C,E,I 2.,.._1 2 .2 2 _z 2 1 2 -2 _ 1 2 _ _2_ 2 _..1 2 2, 1 1 1: 1. 1._. IS AVAILABLE. 1 1 1 2 2 �2 3 3 3 4 3 4 4 $ 4 4 3 4 4 3 4 d 3 4 PSF 96 1191 88 91 105 B,D,F, 2 2 2 2 3 2 2 3_ 2 3 3 2 3 3 _ 3 3 .. ..2. H.J 1 1 ...1 2 2 2 3 3 3 4 4 4- .5 40.OD0 G 2 ,.2 2 2 2 2 3 2 2 3 2 3 3. 2 3. 3 2 1. 3 2 2 2 2,..,.2 2 1 1 1 2 2 2 3 3 3 4 4 4 5 ..6 6 6 5 6 8 4 6 5 4 6 A,C E I 2 2 2 2 2 2„ 2 2 2 2 2. 2 2 2 2 2, 2, 2 2 1 1 1 2 2 2 3 3 3 4 314 4 3 5 4 S 5 4 3 4 4 3 4 PSF 84 7 112 77 89 83 S 108 B,D,F, 2 2. 2 3 2 ...2. .3 2 3 .3.... .2 3.. _.3...._2...3. _3 2., ..3 .3 2 .3 . 3 2. Z H,J11- -� -2 ....2 2 3 3 3 4 4 4 8 5 6 8 5 6 7 6 7 6 5 7 44.000 3. ?.. ...3. _..3 2 3.. 3 ? 3.... 3. ..2...._.3.. 3_. 2.. 2 .2. .?. ....2. G ..?. 3..-2. 3.. 2.. ...2TABLE KEY: 1 1 i 2 2 2 3 3 3 4 4 "4 ��5 4 5._ - 4 6 8 5 7 5 4 8 A,C,E,I .2 2 2_ 2 2 2 2 2 2 .2 2 2 2 2 2 2 2 2 1 1 I 2 2 2 3 3 4 4 4 4 3 4 3 3 4 4 3 5 4 3 4 SDP LIMITED) RODUCTREVISFID PSF 70 79 102 7 107 73 85 6 87 T 0 8 102 I B.D.F; „2 2 2 3 2 3 3 2 2 3 3 2 3 3 2 3 3 2 3 3 2 3 12 0 yiny N,J 1 1 1 2 2 2 3 3 3 4 4 4 6 5 5 6 8 6 7 5 7 7 5 7 2 1 wno�o dNo`� e mi s MAX PSF ? u 5. A6.000 G 2 .2..-. 2 .:... ...... 2 3. 2 3 3 2 3 3. .3 HEADate 48.000 �rJ 2.... 2... 3' 2... 2 2. / 1 1 1 2 2 2 3 3 3 4 4 4 5 5 5 6 5 6 6 5 6 5 4 6 �glyg AgpVE 2 3y ACEI 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 MIG.RAIL 1 1 1 2 2 2 3 3 3 4 3 . 4 4 3 4 4 3 4 4 3 4 4 9 4 I PSF 1 92 71 9 7 00 9 7 7 o\V LYN,'%,ri ri B.D,F, 3 2 2 3 4 2 3, 4 2 3 3„ ,.,2 3 . .3 2 3 3 , 2 3. 3. 9DEP) `��.• tiC_ 5" !C%� ? FULL H,J 1 1 1 2 2 2 3 3 3 4 4 4 5 5 5 6 6 6 7 6 7 7 5 6 Q '•p - 53.125 3 3 3 2 3 3 3 _ 2._ 3„ 3. 2 3 HEAD 2 ? ,.... . 2 3 . 3.....? 3 3_ `b,5f;'10'i 1i op 1 1 1 2 2 2 3 3 3 A 4 4 6 4 5 6 5 6 8 5 7 6 5 8 JAMB ABOVE ' z 2 2 2 2 2 2 2 2_,._ 2. 2 4 ' A,C.E,I -. 2., 2 2 _2 2 2. 2 2 •_ ; 1 1 1 2 2 2 3 3 3 4 3 4 4 3 4 4 3 4 4 ....3 4 4 $ 4 MIG.RAIL -7 5%17216 ft E NO CHANGE THIS SHEET '��••' �I ••rU P T ANCHORAGE,CUSTOM VIEW ABOVE MTG.RAIL w5iryR,,,,ti,,. -' iororecr¢aoLacvowvE -• (��, ''.`._ , JJ gr�oronlr MOCHANGETNISSHEET N.VENICE, ALUM.SINGLE HUNG WINDOW,NON-IMPACT %i;LY/c>i F.K 211&v,- C NO CHANGE THI&SHEET P.O.KX1529 „� �,,, ,�„� o..ti„a nr A. NNIMILLER,P.E. �� ammo NOKOMIS.FL3A27A Vkib$Hecter SHS NTS 12 d 14 403220 E FL P.E.#58705 FX. 714116 J.J. 912!/05 ANCHOR QUANTITIES BELOW MEETING RAIL(JAMBS),CUSTOM FLANGED WINDOWS BASED ON SASH HEIGHT TABLES. ANCHORAGE NOTES: SASH HEIGHT 1.ANCHOR TYPES: 1-1/4'ELCOTAPCONS 2- ELCO SS4 CRETE-FLEX SUBSTRATE: 12.776 16,776 16.776 1 21.776 24.776 1 27.776 30.776 3-912 SCREW$ ANCHOR��E 0 " . 0 0z 0 L) WINDOW MAX 0 2.ANCHOR LOCATIONS ARE BASED ON THE 2 (1i -1 " '3 " 1 0 WIDTH PSF v8 9 6 1 § § §1- 1 3. FOLLOWIING DIMENSIONS FOR BELOW THE -120 2 1 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 a MEETING RAIL. 0 2 f:_ 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 3 2 3 2 3 JAMBS-6'MAX.BELOW MTG.RAIL -95 1* 2 2- 2 2 2 2 2 2 2 2- —2 —2 3 2 2 15'MAX.FROM BOTTOM CORNERS 19.125 2 —— 2 SILL-ANCHOR$NOT REQUIRED _eo I 1_ 1 2 1 2 2 2 2 2 2 2 -2 2 2 2 2 -65 1 1 1 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 3,INSTALL PER THE ADJACENT TABLE ANCHOR .60 1 1 1 1 1 1 1 FT_ 2 —2 V-2 -2 2 2 2 2 2 f -1-2 1-2 2 2 2 QUANTITIES FOR BE-LOW THE MEETING RAIL -120 2 2 2 NA 2 3 2 2 3 2 3 3 2 3 4 2 3 3 3 4 USING THE DIMENSIONAL CRITERIA OF NOTE 2. -110 2 1 2 2 2 3 2 3 ............ 3 2 2 3 -41 2 3 4 2 3 USE WITH THE TABLE ON THE PRECEDING PAGE 24.000 -05 2 1 —2 —2 2 2 2 2 2 2 9 2 2 3 3 7- 3 3 2 3 TO COMPLETE THE ANCHORAGE REQUIREMENTS Z—2 — —— ————-_ "'_ _j- ?_.......3__ FOR CUSTOM MEW WINDOWS. 1 1 2 1 2 2 2 2 2 2 2 2 2 2 2- 2 2 3 2 2 3 2-.1--.2 2 2 2 2 2 2 2 2 65 1 1 1 — 1 2 2 1 2 2 —— ..J.- 2 2 2 d 2- 2 —— S.SASH SIZE BLOCKS OF THE ADJACENT TABLE 2 .50 1 1 1 1 1 1 2 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 WITH A BOLD ITALICIZED"NA*IN THEM,MEANS -120 NA2 2 3 3 3 3 3 3 4 3 4 5 3 ——_'�M [._? !M-—————— _———. - 4 4 -....3 4 RESPECTIVE ANCHOR AND SUBSTRATE -110 2 2 2 NA 2 AEA 3- 2 3 3 4 3 3 4 _ 3 4 4 3 4 4 _3_ 4 COMBINATION IS NOT AVAILABLE FOR THE 32.000 2 NA 2 2 __3 2 __3._ 3 2 3 3 2 3 4 2 3 4 3 4 4 RESPECTIVE MAX,PSF. .80 2 1 2 2 2 2 3 —2 —3 _323 __3___2__ 4 2 3 4 2 3 -65 2 1 2 2 2 2 2 ._3 2 2 2 2 3 2 2 3.1 2 2 3 2 2 -50 1 1 1 2 1 1 2 1 2 - 2 2 2 2 2 1_"T 2 2 Y" 2 —2 2 2 0 NA 2 NA NA 2 NA.-_NA- 3 3 4 3 4 S 3 4 5 3 5 5 4 5 5 4 5 10 -"kA- 2 F2 RA 2 NA 3 3 3 4 3 3 4 3 4 6 3 5 3 5 ................ - 3 6 — — 37.W095 2 2 _2NA 2 3 2 3 3 3 3 4 —3 —3 —4 —3 -4 5 3 4 5 3 4 W_ ———_ ' j '*"* "_- 3 3 3 3 —3 _Z T——---** 4 65 2.80 -2 1 2 A 2 2 3 2 3 2 3 3 3 4 3 1 2 1 2 2 2 2 3-- 3 2 3 3 2 3 3 2 3 2 3 3 3 _50 1 1 2 1 2- 2 1 2 2 2 2- 31 2 2 2 2 3 2 2 3 2 -120 MA 2 NA NA 2 AtA NA 3 NA 4 3 4 6 3 4 6 3 1 5 6 4 5 6 4 5 -110 NA 2 NA NA 2 NA NA 3 4 3 4 5- 3 4 5 3 5 3 5 5 -4-- 5 INA "A 2 _2 40.00095 NA 2 2 NA 2 NA 3 2 4 3 3 4 3 3 4 3 6 5 3 6 '4"1i_._...——i— — — .80 2 2 2 NA 2 2 3 2 3 3 2 3 3 3 3 4 3 4 3 41 4 3 4 _:ii 2 1 2' 2 3 2 2 3 2 3 1 2 3 3 3 i 3 3 3 _F__f_'_T j "-f' 2 1 2 —2 —2 1-3 2 3 3 2 3 �60 2 3 2 3 -120 NA 2 NA NA NA M M 4 5 3 4 -!-. A A 3 4 5 6 4 -110'.-IMA 2 _WA_ WA 2 _RA i 3 NA 3 4- 3 4 6 3 6 4 5 6 4 5 3 4 5 3 5 Y' NA 3 2 3 3 5 5 -80 2 2 UA ]4� 3 4 44.000 06 NA 2 2 NA 2 NA 3 3 4 3 4 4 3 4 3 _65 —2 1 ..... 3 2 3 3 2 2 3 3 3 3 4 4 3 3 *--fF—2 _1 —2- -i"I 1 1 2 2 —2 —2 1-3 _2 2 3 I"J""i—3 —2 —3'"' -f-F�,—3 _7�—2 —3 -120 NA 2 AIA M NA AIA 3 NA NA 4 4 NA 4 s 6 4 6 7 4 5 6- ROT)UCrRPVI Ji-_WA_ NA 3 4 6 —4 5 —6 i 6 4 complying vAIh ft 110 JW' A NA NA 3 6 a 4 6 Im...— wldl.g en ,0 -95 NA 2 kA_12� AIA -__'*NA 4 3 4 4 3 4 5 3 6 6 ......jMA 3 3 5 6 6 ccc-pt 4S.GC -80 2 2 2 NA NA 2 3 4 3 3 4 3 4 4 3 4 6 3 4 5 3 4 2 3 3 3 3 3 3 3 3 3 3 4 2 1 -2 2 2 3 3 —A--I 4 _ 4- -60 2 1 2 2 1 1 2 2 _"Y 2"_**Y i 1-2 —3 —2 3 3 1 2 3 3 3 3 3 3 3 NA 4 S_— Nh+ IV, -I�Q N�j_ 2 NA NA NA NA -A 4 NA 6 7 5 7 7 5 7 .,NA_ -1-1 _'T TABLE KEY: -110 NA NA MA NA 4 NA NA 4 5 NA 4 —4 —8 —6 6 - A 2 2 3 4 ....... 5 MTG.RAIL _WA 2 4 -95 3 NA NA 6 6 4 6 JAMB BELOW 5 .................. 2 NA 2 3 4 �3, 3 4 3 4 4 3 J4 8_ ......4 3 NO 47 —3 ' .50 2 1 2 2 2 2 3 2 3 Els. 6112116 E NO CHANGETHIS SHEET ANGECUSTOM VIEW BELOW MTG. ANCHORAGE )?A , 1070 TECHNOLOGY Mve 1. ji ia,97if D vo cwvaE Tms sHzEr N,VENICe.FL 34275 ALUM.SINGLE HUNG WIND FK. 211"), c NociiateETuissHrEr P%O.BOX 1629 -;Ts F P 87 E. NOKOMIS,FL 34274 Visibly netter _F.K. 41�41105 J.J. Q%f/ml; 13 , 14 4032-20 NOTES: aEXTERIOR INTERIOR ©1.FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY.USE ONLY MIAMI-DADE COUNTY (ALL HEAD AND SILL DETAIL } WOOD ANCHOR APPROVED 114"ELCO TAPCONS OR 114'SS4 CRETE•FLEX. MINIMUM DISTANCE FROM 1-3/4"MIN.EDGE (SEE NOTE 2&3) ANCHOR TO CONCRETE EDGE IS 1 314'- CONCRETE ANCHOR 2z W000 BUCK 2.FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY.USE#12 STEEL SCREWS(G5), (SEE NOTE 1&3) (SEE NOTE 3) �1°MIN.EDGE 114"SS4 CRETE-FLEX OR 0.131"0 x 2-112"COMMON NAILS(F1667 NL CM S-07 Z(8d))8d 3.35 KSI MIN, SEEDETAILS E FAND G THIS PENNY COATED SHEET)AIS,TYPE I,STYLE 10-FIN MOUNTED ONLY CONCRETE i.. .•"::,.;'..13/8'MIN.,1/4"TAPCON 3.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE ' .4.3f4'MIN.,114"CRETE FLEX —_.- TOTAL THICKNESS IS LESS THAN 1 112". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE 1 318° OPTIONAL tx _ _ _ _j�"; '�:. INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2x ARE WOOD BUCK /�