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HomeMy WebLinkAboutProduct Approval (2) RECEIVED M 087.015 MIAMI•DADE 'BILE y MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES MR) 11805 SSV 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) invw.miamidade.aov/economy 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: Series "SH-600"Aluminum Single Bung Window-N.I. APPROVAL DOCUMENT: 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., 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: None. LABELING: Each unit shall bear a permanent 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. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,-.for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises 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 MAMMA DE COUNTY Expiration Date: January 26;2021 TI/P Approval Date: July 2 320e 5 age PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's No. 06-1211.07 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 #06-1211.07) 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 FBC 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 previous 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" ann. 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 NDA #05-0105.01) ani erez,P.E. Product Co tro Examiner NOA No. 15-0519.07 Expiration Date: January 26,2021 Approval Date: July 23,2015 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 marked-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, RE, (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. 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. & 3/16"ann. IG), prepared by Fenestration Testing Laboratory,Test Report No. FTL-4653, 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 prez,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 5'h 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 i. 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 ere ,P.E Product Control Exa in NOA No. 15-051 .07 Expiration Date: January 26,2021 Approvai 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.3/16"TEMPERED GLASS C.1/4"ANNEALED GLASS D.114"TEMPERED GLASS E.13/16"I.G.,118"ANNEALED OUTBOARD,AIR SPACE,1/8"ANNEALED INBOARD NOA DRAWING MAP F.13/16"I.G.,118"TEMPERED OUTBOARD,AIR SPACE,1/8"TEMPERED INBOARD SHEET GENERAL NOTES.............1 G.13116"I.G.,3/16"ANNEALED OUTBOARD,AIR SPACE,3/16"ANNEALED INBOARD GLAZING DETAILS............2 DESIGN PRESSURES 3-5 H.13116"I.G.,3116"TEMPERED OUTBOARD,AIR SPACE,3/16"TEMPERED INBOARD ELEVATIONS.....................6 VERT,SECTIONS.............7 I.13116"I.G.,3/16"ANNEALED OUTBOARD,AIR SPACE,118"ANNEALED INBOARD HORIZ,SECTIONS............7 PARTS LIST.......................8 J.13116"I.G.,3116"TEMPERED OUTBOARD,AIR SPACE,1/8"TEMPERED INBOARD CORNER DETAIL..............9 EXTRUSIONS....................8,9 2.CONFIGURATIONS:"OX"(1/1,VIEW AND RADIUS TOP,ALL W/LOW OR HIGH SILL OPTION) ANCHORAGE....................10-14 3.DESIGN PRESSURES:SEE TABLES 1 THROUGH 3,SHEETS 3 THROUGH 5. ©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. , C.DESIGN PRESSURES UNDER 40 PSF ARE NOT.APPLICABLE IN MIAMI-DADE COUNTY. 4.ANCHORAGE:THE 331/3%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, 6.FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. 7.REFERENCES:TEST REPORTS FTL-4653;FTL-4654,FTL-4655,FTL-4656,FTL-4657,FTL4658,FTL-4886 AND FTL4959. © ANSI/AF&PA NDS 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 PRODUCf1116VISED HURRICANE ZONE(HVHZ). B o��I th Wo Florida rr77 Aoxy co IJo 07.l Aale /7 py ZZ No.58705 ;r L.M IV1216 Ra,6 m. 6TH EDITION(2014)FBC UPDATE � T S rA � '•��� R rsex,Ic„c• 1070 TECHNOLOGY DRNE GENERAL NOTES �,� ,,.F�0R10p..,.• �'�'` �Jtl� mt�o7onrl n. 20rOFBCUPDATE N.VENICE,FL 34275 ALUM,SINGLE HUNG WINDOW,NON-IMPACT S'S�/UtyAL FIG 2716107 C NO CHANGE THIS SHEET P.O.sOX1529 a,W s s,.e u."*vnc aK A.LI(NNIMILLT'kP.E. �, ak �m onm. NOKOMIS.FL 34774 Visibly Be[rer y E F.K. 714105 J.J. 8/21/05 SH800 NTS 1 14 4032 20 FL P.E.#58705 r 39 OR 40 112^NOM. 39 OR 40 1/2"NOM. GLASS BITE GLASS BITE EXTERIOR INTERIOR F-1115 (ALL SECTIONS) 37 80 OR 81 82 OR 83 70 70 �-3118"ANNEALED OR TEMPERED GLASS �—1/4'ANNEALED OR TEMPERED GLASS 3/16"MONOLITHIC GLASS 1/4"MONOLITHIC GLASS 1 OR 47 1/2"NOM. 46 GLASS BITE (3886 THRU 91�— ODUCTREVISIED niplyingwth tho Florida 70 (Iding OD40 ptarto.NO oa ate --it:1/8'OR 13116-ANNEALED OR TEMPERED GLASS AIR SPACE I= o vok 1/8'OR 3/16'ANNEALED OR TEMPERED GLASS �3116 13116"INSULATED GLASS 61 R.-bu; -,c- L.M. 41I2115 E N40 THIS SHEET 4ZI- p4wb"' 070 TECHNOLOGY DRIVE DETAILS 9-w or a1w jj 1"7111 D NO CHANGE THIS SHEET N.VENICE, FL34276 .... , FX —107 R�C NO CHANGE THIS SHEET P.O. OX 152D .... —.r - .X. AC;1 ALUM,SINGLE HUNG WINDOW,NON-IMPACT 2/ F.K. 714105 J.J. f9!:f/0:5a NOKOM19,FL34274 VI-1k Berm, 21-�R,P.E. A.L M "I 17ull 1 2 14 40a"O Ir. FL P.E.#58705 DESIGN PRESSURES BASED ON FLANGE TIP-TO-TIP DIM.(INTEGRAL FIN WINDOWS WI SAME DLO ARE 1"SMALLER) TABLE 1. 2� 111 FLANGE OR INTEGRAL FIN WINDOWS EQUIPPED WI HIGH SILL OPTION WINDOW WINDOW HEIGHT W T. MEETING RAIL WIDTH GLASS TYPE 26" 38 318" W' 50 518" 63" 72" 74" 76" A,C,E,I +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -94.6 +76.5 -78.5 +75.7 -75.7 +73.0 -73.0 "X" SgSH 19118" G +80.0 -120.0 +80,0 -120.0 4.80.0 -120.0 +60.0 -120.0 +80.0 -120.0 +80.0 -114.2 +80.0 -110.1 +80.0 -106.2 -1IL B,D,F,H,J +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80,0 -120.0 +60.6 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -119.5 A,C,E,I +60.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -84.9 +68.9 -68.9 +66.2 •66.2 +133.8 -63.6 24" G +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -100.3 +80.0 -96.3 +80.0 -92.6 B,D,F,H,J +80.0 -120.0 +80.0 -120.0 +60.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -112.8 +80.0 -108.3 +80.0 -104.1 LOW SILL OPTION: A,C,E,i +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +60.0 -120.0 +80.0 -80.0 +62,0 •62.0 +59.1 -59.1 +56.4 -56.4 WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A 32" G +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -116.4 +80.0 -90.3 +80.0 -86.0 +80.0 -82.0 POSITIVE DESIGN PRESSURE OF B,D,F,H,J +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +60.0 -120.0 +80.0 -101.5 +80.0 -96.7 +80.0 -92.3 SHOWN 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 +81.3 51.3 +58.0 1 -58.0 +55.0 -55.0 NEGATIVE DESIGN PRESSURES 37.. B,D,F,H,J +80.0 -120.0 +80.0 -120.0 +60.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -100.3 +80.0 -94.9 +80.0 -90,1 ARE UNEFFECTED. G +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -116.4 +80.0 -89.1 +80.0 -84.4 +80.0 -80.1 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -115.0 +80.0 -80.0 +61.3 -61.3 +58.0 -58.0 +55.0 -55.0 A +80.0 -120.0 +80,0 -120.0 +80.0 -111.8 +80.0 -91.6 +80.0 -80.0 +61.3 -61.3 +5B.0 -58.0 +55.0 -55.0 40„ B,D,F,H,J +60.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -100.3 +80.0 -94.9 +80.0 -90.0 G +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -116.4 +80.0 -89.1 +80.0 -84.4 +80.0 -80.0 C,E,1 +80.0 -120.0 +80.0 -113.0 +80.0 -107.0 +80.0 -103.0 +80.0 -80.0 +61.3 -61.3 +58-0 -58.0 +55.0 -55.0 A +80.0 -120.0 +80.0 -108.0 +80.0 -95.8 +80.0 -85.6 +76.4 -76.4 +61.3 -61:3 +58.0 -58.0 +55.0 -55.0 B,D,F,H,J +80.0 -120.0 +80.0 -120.0 +60.0 -120.0 +80.0 -120.0 +80.0 -120.0 +60.0 -100.3 +80.0 -94.9 +80.0 -90.0 G +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -116.4 +80.0 -89.1 +80.0 -84.4 +80.0 -80.0 +80.0 -120,0 +80.0 -104.0 +80.0 -93.8 +80.0 -89.9 +80.0 -80.0 +61.3 51,3 1 +58.0 -58.0 +55.0 -55.0 A +60.0 -120.0 +80.0 -96.8 +60.0 -87.6 +78,0 -78.0 +68.3 -68.3 +61.3 -61.3 +58.0 -58.0 +55.0 -55.0 48„ B,D,F,H,J +80.0 -120.0 +00.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -114.9 +80.0 -100.3 +80.0 -94.9 +80.0 -90.0 G +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +B0.0 -116.0 +80.0 -102.1 +80.0 -89.1 +80.0 -84.4 +80.0 -80.0 C,E,1 +80.0 -120.0 +80.0 -94.8 +80.0 -83.7 +79.7 -79.7 +70.2 -70.2 +61.3 •61.3 +58.0 -56.0 +55.0 -55.0 A +80.0 -117.7 +60.0 -85.4 +77.0 -77.0 +69.6 -89.6 +59.5 -59.5 +56.4 -56.4 +55.7 -55.7 +55.0 55.0 raoDUcraevls® as rnmplyln®wiilt the Nlodda Cod B,D,F,H,J +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -113.9 +80.0 -99.1 +80.0 -92.3 +80.0 -91.1 +80.0 -90.0 AcoploamNo b31/8" Acaptonw N G +60.0 -120.0 +80.0 -120.0 +80.0 -111.9 +80.0 -101.3 +80.0 -88.1 +80.0 -820 +80.0 -81.0 +80.0 -80.0 0ADB1° C,E,1 +80.0 -117.7 +80.0 -85.4 +73.9 -73.9 +69.6 f9.6 +80.6 50.6 +56.4 -56.4 +55.7 -55.7 +55.0 -55.0 9y GLASS TYPES: pyV LYNN A.3/16"ANNEALED E.13118"LG.,1/6"ANNEALED,AIRSPACE,1/8"ANNEALED I.13116"I.G.,3116"ANNEALED,AIR SPACE,1/8"ANNEALED •a. ,.'��ceNSF'•.�p B.3116"TEMPERED F.13/16"I.G.,118"TEMPERED,AIR SPACE,118"TEMPERED J.13118"I.G.,3116"TEMPERED,AIR SPACE,118"TEMPERED No.50705 r C.1/4"ANNEALED G.13/16"I.G.,3116"ANNEALED,AIR SPACE,3/16"ANNEALED D.114"TEMPERED H.13/16"I.G.,3116"TEMPERED,AIRSPACE,3/16"TEMPERED L7. 5/17115 Ra E NO CHANGE THIS SHEET 01't'°"` :����•. S'TE F -`J\ xe,fe/ma- 7070TECHNOLOGYDRNE DESIGN PRESSURES 1/7 WINDOWS '�tDRIU�`.••' \; JJ 10107111 0 NO CHANGE THIS SHEET N.VENICE,FL34276 T'" '� 5' \��Y' Re � mw RodfA - -�- ALUM.SINGLE HUNG WINDOW,NON-IMPACT '�,,10NAL. F.K. 7/10/07 C COMBINE GLASS TYPE C&ISOLATE GLASS TYPE G P.O.t30X1629 yy,. 6„k trn,ryrb. wr. A,LSWNIMILLE'R,P.E. ar DA. Q mE. NOKOMIS,FL 34274 •Visibly Benet F.K. 714105 J.J. 0/21/05 SH600 NTS 3 14 4032-20 FL P.E.#58705 TABLE 2. DESIGN PRESSURES BASED ON FLANGE TIP-TO-TIP DIM.(INTEGRAL FIN WINDOWS WI SAME DLO ARE 1"SMALLER) i STANDARD VIEW FLANGE,INTEGRAL FIN AND RADIUS TOP FLANGE WINDOWS EQUIPPED W/HIGH SILL OPTION .o„ WINDOW WINDOW HEIGHT WIDTH GLASS TYPE 29 314" 38 318" 44" 505/81, 63" 72" 74" 76" W T' MEETING RAIL A,C,E,G,I +80.0 -120.0 +80,0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -86.4 +51.3 51.3 +49.3 -49.3 +47.5 -47.5 19118 • SH B,D,F,H,J +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -102.7 +80.0 -98.6 +80.0 -94.9 X„ �L. A,C,E,G,I +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -80.6 +46.4 •46.4 +44.4 -44.4 +42.5 -42.5 B,D.F,H,J +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 .92.9 +80.0 -88.8 +80.0 -85.0 A,C,E,G,I +80.0 -120.0 +80.0 -120.0 +60.0 -120.0 +80.0 -120.0 +80.0 .80.0 +44.6 -44.6 +42.2 -42.2 1 +40.0 -40.0 LOW SILL OPTION: 32" B,D,F,H,J +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -89.1 +80.0 -84.4 +80.0 -80.0 WINDOWS WITH THE LOW SILL A +80.0 -120.0 +80.D -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 TO A POSITIVE DESIGN PRESSURE B,D,F,H.J +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +60.0 -120.0 +80.0 -89.1 +80.0 -84.4 +80.0 -80.0 OF+64.0 PSF OR LOWER AS 37" SHOWN IN THE TABLE. C,G +60.0 -120.0 +80,0 -120.0 +80.0 -120.0 +80.0 -115.6 +60.0 -80.0 +44.6 -44.6 +42.2 -42.2 +40.0 -40.0 NEGATIVE DESIGN PRESSURES E,1 +80.0 -120.0 +80.0 1 -119.0 +80.0 -114.0 +80.0 -107.0 +80.0 -80.0 +44.6 -44.6 +42.2 -42.2 +40.0 40.0 ARE UNEFFECTED. A +80.0 -120.0 +80.0 -109.0 +80.0 -90.4 +80.0 -88.6 +76.3 -76.3 +44.6 -44.6 +42,2 -42.2 +40.0 40.0 B,D,F,H,J +80.0 120.0 +80.0 120.0 +80.0 120.0 +80.0 120.0 +80.0 -120.0 +80.0 -89.1 +80.0 -84.4 +80.0 -80.0 40" C,G +80.0 -120.0 +80.0 -120.0 +80.0 -111.2 +80.0 -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 -98.2 +80.0 -80.0. +44.6 -44.6 +42.2 -42.2 +40.0 40.0 A +80.0 -120.0 +80.0 -92.7 +80.0 -84.5 +80.0 -82.7 +70.4 -70.4 +44.6 -44.6 +42.2 -42.2 +40.0 -40.0 B.D,F.H.J +80.0 -120.0 j +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +60.0 -120.0 +80.0 -89.1 +80.0 -84.4 +80.0 -80.0 C,G +8D.0 -120.0 +80.0 -107.2 +80.0 -97.6 +80.0 -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 -93.2 1 +80.0 -91.9 +80.0 -89.5 +76.3 -76.3 +44.6 -44.6 +42.2 -42.2 +40.0 -40.0 A +80.0 -117.0 +80.0 -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 B,D,F,H,J +80.0 -120.0 +60.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -114.7 +80.0 -89.1 +80.0 -84.4 +80.0 -80.0 48" C,G +80.0 -117.0 +80,0 -96.0 +80.0 -87.0 +79,3 -79.3 +70.1 -70.1 +44.6 -44.6 +42.2 -42.2 +40.0 -40.0 E,1 +80.0 -113.0 +80.0 -82.4 +80.0 -81.3 +79.3 -79.3 +70.1 -70.1 +44.6 -44.6 +42.2 -42.2 +40.0 •40.0 A +80.0 -103.8 +80.0 -84.4 +69.2 •69.2 +66.3 -66.3 +56.7 -56.7 +41.0 -11.0 +40.5 40.5 +40.0 -40.0 B.D,F,H,J +80.0 -120.0 +80.0 -120.D +80.0 -120.0 +80.0 -113.2 +80.0 -98.8 +60.0 -81.9 +80.0 -80.9 +80.0 -80.0 RODUCT REVISED 53 1/8" complying y4th the Florida C,G +60.0 -103.8 +80.0 -84.6 +76.3 -76.3 +59.2 -69.2 +60.4 -60.4 +41.0 •111.0 +40.5 .40,5 +40.0 •40.0 uildingCodo coeptanw N E,1 +80.0 -103.8 +72.5 -72.5 +70.6 70.6 +69.2---j 89.2 +60.4 60.4 +41.0 41.0 +40.5 40.5 +40.0 40.0 D°i° O y GLASS TYPES; A.3/16"ANNEALED E. 13/16"I.G.,118"ANNEALED,AIR SPACE,1/8"ANNEALED 1.13/16"I.G.,3116"ANNEALED,AIR SPACE,1/8"ANNEALED `\\�\�QNV IYNId ��..• �1GENS: '• 'Q B.3/16"TEMPERED F. 13116"I.G.,118"TEMPERED,AIR SPACE,1/8"TEMPERED J.13116'1.G.,3116"TEMPERED,AIR SPACE,118"TEMPERED Q,• C.1/4"ANNEALED G. 13116"I.G.,3116"ANNEALED,AIR SPACE,3/16"ANNEALED No.58705 D.114"TEMPERED H.13116"I.G.,3/16"TEMPERED,AIR SPACE,3/16"TEMPERED 0:•�'o `Tn'�lS :: `. ATE a.w4ay. F �J` L.M. 61112/15 E NO CHANGETHIS SHEET DESIGN PRESSURES,STANDARD VIEW �`� •.,�r,pRlo?.•''C�; �. t'D 1070TECHNOLCGYORNE �JJ1171NO CHANGE THIS SHEET N.VENICE,FL 34275AC3T 70e` i��S�S/ .001 r.WW.. a� ALUM.SINGLE HUNG WINDOW,NON-IMPACT �Ji`!n1. ,,FX 2/16/07NO CHANGE THIS SHEET P.O.BOX 1520 a.a ' o,�a 1W. osmosn NOKOMIS.FL 34274 Vmibly Rer+er NTS 4 d f4 4032-20 g A•LYNP.E.#68705 . F.K. 7/4/05 921/05 FL P.E.#58705 DESIGN PRESSURES BASED ON FLANGE TIP-TO-TIP DIM.(INTEGRAL FIN WINDOWS WI SAME DLO ARE 1"SMALLER) TABLE 3. CUSTOM VIEW FLANGE,INTEGRAL FIN AND RADUS TOP FLANGE WINDOWS W/HIGH SILL OPTION(WINDOW HT.MINUS SASH HT.) WINDOW HEIGHT MINUS AIH76MAX.HT.FLANGED AND 76"MAX.HT.INTEGRAL FIN) WIT. SASH HEIGHT " WINDOW � "O" MINUS WIDTH GLASS TYPE 17118 22 11116 28 3H8 33 314 39 5116 4413116 503/8 5616116 - SASH A,C,E,I +80.0 -120.0 +80.0 -120.0 +gD.O -120.0 +80.0 -120.0 +gp.p _118.0 +80.0 -100.2 +80.0 -87.1 +70.8 -70.8 W T. HT. 19 118 B.D.F,H,J +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.D -120.0 +80.0 .120.0 +80.0 -120.0 +80.0 -120.0 MEETING RAIL 4 G +80.0 -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 +80.0 -115.1 "X" Sf1SH A,C,E,I +80.0 .120.0 +80.0 -120.0 +80.0 -120.0 +80.0 .120.0 +80.0 -103.0 +80.0 -86.2 +74.1 -74.1 +59.5 -59.5 24 B,D,F.H,J +80.0 -120.0 +80.0 -120.0 +80.D -120.0 +80.0 -120.0 +60.0 -120.0 +80.0 -120.0 +60.0 -120.0 +80.0 -118.7 NOTES: 1.WINDOWS WITH THE LOW SILL G +60.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -126.0 +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 +60.0 -120.0 +80.0 -117.0 +80.0 -94.2 +80.0 -86.7 +74.3 -74.3 +62.6 -62.6 +49.1 -49.1 POSITIVE DESIGN PRESSURE OF+84.0 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 +80.0 -120.0 +80.0 -120.0 +80.0 -113.5 +80.0 -97.9 SHOWN IN THE TABLE. NEGATIVE DESIGN PRESSURES G +80.0 -111.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -101.8 +79.7 -79.7 ARE UNEFFECTED. A,C,E,I +80.0 -98.0 +80.0 -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.D -98.0 +80.0 -120.0 +60.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -105.8 +60.0 -90.3 MIN.TO 38"MAX. G +80.0 -98.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +60.0 -120.0 +BO.O -115.3 +80.0 -95.5 +73.5 -73.5 3.75"MAX.FLANGE WINDOW HT. 75"MAX.FIN WINDOW HT. A +80.0 -92.0 +80.0 -108.0 +80.0 -87.4 +80.0 -81.5 +70.8 -70.8 +69.0 -69.0 +57.3 -57.3 +43.6 -43.6 S.D.F,H,J +80.0 -92.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -102.7 +80.0 -87.0 40 C,E,I +80.0 -92.0 +80.0 -106.0 +80.0 -103.0 +60.0 -92.8 +70.8 -70.8 +69.9 -69.9 +57.3 -57.3 +43.6 -43.6 G +80.0 -92.0 +60.0 -120.0 +80.0 -120.0 +80.0 -118.6 +80.0 -115.0 +80.0 -113.7 +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 +58.4 -58.4 +56.2 -56.2 +41.9 -41.9 B,D,F,H,J +80.0 -85.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -117.9 +BO.O -116.6 +80.0 -99.9 +80.0 -83.7 44 C,EJ +80.0 -65.0 +80.0 -93.1 +80.0 -91.0 +80.0 -85.1 +50.5 -59.5 +58.4 58.4 +56.2 -56.2 +41.9 -41.9 G +80.0 -85.0 +80.0 -120.0 +80.0 -109.8 +8D.0 -101.4 +80.0 -96.7 +80.0 -94.8 +80.0 -91.3 +66.1 -68.1 A +80.0 -111.9 +80.0 -88.8 +73.3 -73.3 +67.2 -67.2 +51.4 -51.4 +49.0 -49.6 +49.0 -49.0 +40.8 -40.8 B.D,F,H,J +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -120.0 +80.0 -101.2 +80.0 -98.4 +80.0 98.0 +80.0 -61.5 48 C,E,I +80.0 -109,0 +80.0 -82.2 +60.0 -81.2 +76.0 -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 +80.0 -88.6 +80.0 -83.5 +80.0 -80.6 +79.6 -79.6 +66.3 .66.3 A +80.0 -99.0 +80.0 -81.8 +64.4 54.4 +58.9 -58.9 +43.7 •43.7 +41.6 -41.6 +40.4 40.4 +40.0 -40.0 -RODUCf REVISED BEG +60.0 -120.0 +80.0 -120.0 +80.0 -114.8 +80.0 -103.5 +80.0 -85.6 +60.0 -81.9 +80,0 -80.2 +80.0 -80.0 s complying wi0i the Florida 53 118 cceFduIlding CodvoN+80.0 98.0 +72.3 72.3 +70.8 70.8 +64.5 64,5 +43.7 43,7 +41.8 41.6 +40.4 40.4 +40.0 40.0 caeptmlcoNpazc +60.0 1 -117.0 +8D.0 -96.7 +80.0 .84.3 +76.3 -76.3 +71.0 -71.0 +67.8 .67.6 +65.7 -65.7 +65.0 .65.0 G .iam ad oa I I LASS TYPES: L N . r� A.3/16"ANNEALED E.13116"I.G.,1/8"ANNEALED,AIRSPACE,118"ANNEALED I.13118"I.G.,3/16"ANNEALED,AIR SPACE,1/8"ANNEALED ��\`t���O`, GENSFI9/�`c� B.3116"TEMPERED F.13118"I.G.,1/8"TEMPERED,AIR SPACE,1/8"TEMPERED J.13118"I.G.,3/16"TEMPERED,AIR SPACE,1/8"TEMPERED No.58705 C.1/4"ANNEALED G.13116"I.G.,3116"ANNEALED,AIR SPACE,3/16"ANNEALED D.114"TEMPERED H.13116"I.G.,3/76"TEMPERED,AIR SPACE,3116"TEMPERED =K1 '• ��'/^01,071 � er nonmetnr :�,c :�O ST ; L.M. 5112/15 E NO CHANGE THIS SHEET DESIGN PRESSURES,CUSTOM .HT.-S.HT. %`t•'' RoRIVP.•' �c` ro4 ey. pm xewbu: - 1070 TECHNOLOGY DRNE i S ••• •• G JJ 1WO7/11 D NO CHANGE THIS SHEET N.VENICE,FL34275 7O1 ��i7`S/ONAk-F�� ww �., . �- ALUM.SINGLE HUNG WINDOW,NON-IMPACT „ III FX 2116107 C NO CHANGE THIS SHEET P.O.BOX 1520 s� e,.o omryN� a. A.LYA MyLL�R,P.E. „� �: onnmd NOKOMIS,FL34274 Visibly Better a E F.K. 714105 J.J. 8121/05 SH600 NTS 5 14 4032 20 FL P.E.#58705 53118"MAX.FLANGED WIDTH(ALL ELEVATION DETAILS) --- 521/8"MAX.I.F.WIDTH(ALL ELEVATION DETAILS) FIXED 49 518"MAX. (ALL) D C _7 75r MAX F 75W, AX. SEE DLO I.F. A A LF TABLE . 0 /// I f75 MAX. — D—J HE) HT SEE DLQC—i I.F. TABLE C) A, HEI 3HT SEE DLO HEIGHT ;HT A TABLE 0 L 76, AX. 76"MAX. 76"MAX. FLANGED L FLANGED L FLANGED HEI 3HT — HE*HT HEIGHT TABLE SEE DLO MAX. T T j SEE DLO (MAX SASH x SEE SEE DLO j SEE HEIGHTIN 4 TABLE D 48114"MAX. VENT DLO(ALL) DETAIL B DETAIL C DETAIL A VIEW(STANDARD SASH) RADIUS TOP(STANDARD SASH) 1 J9 VERTICAL DAYLIGHT 75'MAX. l 75" AX• OPENING I.F. FIXED LITE 3OW HIGH SEE DLO HEI HT I-J HEI HT TABLE SEE DLO DETAIL SILL SILL N L0 TABLE 0 / A 34 112' 34 3/16' Li 76"MAX. 76"MAX. B 41 5/6' 411/4" FLANGED FLANGED c 411/4" 40718"' 1 HEIGHT HEIGHT D 52 518" 62 11/16"1 i E 1 52114" 52 5116" 1 T— 20" T— 20" SASH SEE DLO TABLE X SASH SEE OLD TABLE X LOW I HIGH HEIGHT ELL HEIGHT DETAIL SILL SILL SASH A 34 112' 34 3116" PRODUCrPEVISED B 27 7/16" 27 1/8" as coo ly ilimith the Florida 13.11ding DETAIL D C 277116" 27116"DETAIL E ZvoptanooNo M- D 16318 15 3/4" oonDatc VIEW(CUSTOM SASH) RADIUS TOP(CUSTOM SASH) E 76—318- 15 314" 1 BYA TABLE 4. yu A act NOTES: 1.SEE SHEET 7 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2.SEE SHEET 9 FOR CORNER DETAIL VIEWS. 3.SEE SHEETS 10 THROUGH 14 FOR ANCHORAGE INFORMATION. NO.58705 4,SASH HEIGHTS FOR STANDARD SASH WINDOWS(DETAILS B&C)ARE BASED ON A THREE OVER TWO FORMAT. L.M. 6112115 L NO CHANGE THIS SHEET STAE(F —wr. — - . I ELEVATIONS 1070 TECHNOLOGY DRIVE JJ rft ......... mwar. 10/27/11 m D NO CHANGE THIS SHEET N.VENICE,Fl.34276 /11;,1010 T F.K. 211W7 C NO CHANGE THIS SHEET P.O.BOX IRS ALUM.SINGLE HUNG WINDOW,NON-IMPAC o—W. By NOKOMIS FL34274 V,ibl, O~Aft A.LYNN MILLER,P.E. VA fbily Bet w NTS 6 F.K. 714105 JU SHBOO 1� 14 1'-4032-20 E FL P.E.#5 I----2'784^-- l NOTE:MIN.(1)SWEEP LATCH AT VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS,(1)6^FROM EACH SIDE OF SASH. 26 27 BALANCE PARTS USED 1 INSIDE MAX.VENT DAYLIGHT OPENING ON SASHS>40 LBS 14&16 31 INSIDE 9&10 TI BALANCE PARTS USED — ——————— ON SASHS<40 LBS UII ¢ e o 0 MAX. 1 1 11 2.710^ FIXED 7 8 OR 17 LITE DAYLIGHT 25 OPENING _ OUTSIDE 25 MAX.FIXED LITE DAYLIGHT OPENING MAX.WIDTH 6 SECTION A-A OUTSIDE INTEGRAL FIN(I.F.)FRAME SECTIONS INSIDE 23 I 47 50 MAX. __rtn1 HEIT [ GH21 2. 46 I HIGH OUTSIDE I SILL 2. 30 [ [ LOW 81 L MAX. VENT DAYLIGHT 49 HIGH SILL 4a LOW SILL HEAD JAMB OUTSIDE OPENING — — — — — — — — — — 68 28 F---2.710^-1 53 OUTSIDE 6 RODUCTRL'MM complying with the Florida 53 u9dtRg Code �r 2.33V 2.946" 63 c"Ttanw No 52 (LOW SILL) (NIGH SILL) LUonData a ji SEE NOTE ABOVE 54 64 y LYNN 4 "i, 3 30 12 ULTRALIFT 65 0R 66 ; � • �tceN;�: •` ;p'�; ONLY 69 12 ULTRALIFT SECTION C-C "' No.58705 't SECTION B-B ONLY RADIUS TOP (LOW SILL SHOWN) ALTERNATE HIGH SILL (HEAD DETAIL-FLANGED VERSION)": u FEW IS :'I(r rwmar• ame Rnnnm: a..et ns' '•0•. ' A•E F �w LM. .C✓rTJxb E NO CHANGE THIS SHEET SECTIONS °< ' �coalDl� �� Rmt+u,c 107N TECHNOLOGY DRNE ` ```lS•..•���L•••`�C•,` JJ� �r9ionrr R NO CHANGE THIS SHEET N.VENICE,FL 34275 _ ALUM.SINGLE HUNG WINDOW,NON-IMPACT F.K. ?/x8/07 C NO CHANGE THIS SHEET P.O.BDX 1529 �,^,� aobc geakm taam: - NOKOMIS,FL 34274 Vasibly Better �`� sr.7 o'^��M` A.L L P.l.#5212 P.E. F.K. 714!05 J.J. 921105 SNt3P0 Half 7 n 14 4032-20 F 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 #8 X 1.000 QUAD PN.SMS 781 PQA 65 FOAM TAPE 1/4 X 1/2-FOR 3/16 61412K 3 4003C FLANGE FRAME SILL(LOW SILL) 612226 66 1208 FOAM TAPE 1/8 X 112-FOR 1/4 61308K 5 1626 ADHESIVE OPEN CELL FOAM PAD 7PAD1626 68 4051A SASH BOTTOM RAIL(HIGH SILL) 64051 6 4004 FLANGE FRAME JAMB 612227 7 4025 SASH STOP(ALUMArTILT) 612244 69 5050A FLANGE FRAME SELL(HIGH SILL) 64050 8 4025 SASH STOP(EGRESS)1.125 LONG 612244 70 SILICONE,DOW 899,995 OR EQUIV. 9 4029 1 CALDWELL ALUMA-TILT BALANCE,5/8" 80 A GLASS,3116"ANNEALED 10 1080 1 BAL.COVER,RIGID VINYL,518" OBALCVR916 81 B.GLASS,3116"TEMPERED 11 #8 X.750 PH.PN.SMS 7834AA 82 C.GLASS,1/4"ANNEALED 12 BALANCE BOTTOM BRACKET 7BALTBKT 83 D.GLASS,1/4"TEMPERED 13 1085 SASH TOP GUIDE,518"BAL. 1 42504 86 E.GLASS,13/16"IG:1/8"ANNEALED,AIR SPACE,1/8"ANNEALED 14 4029-1 CAI-DWELL ULTRArLIFT BALANCE,.67D" 87 F.GLASS,13/16"IG;1/8"TEMPERED,AIR SPACE,118"TEMPERED 15 #8 X 1 PHILLIPS FLAT HEAD S.STL 78X1 FPAX 88 G.GLASS,13/16"IG;3/16"ANNEALED,AIR SPACE,3116"ANNEALED 16 1080-1 .670 ULTRA LIFT BALANCE COVER 6BALCVR070 89 H.GLASS,13/16"IG;3/16"TEMPERED,AIR SPACE,3/16"TEMPERED 17 4053 SASH STOP(ULTRA•LIFT) 64053 18 4029-1 SASH BRACKET 7ULBRKT 90 I.GLASS,13/16"IG;3116"ANNEALED,AIR SPACE,1/8"ANNEALED 19 #8-32 X 1/2"LG.PH,FH.TYPE F S.STL 7832X12FPFX 91 J.GLASS,13/16"IG;3/16"TEMPERED,AIR SPACE,1/8"TEMPERED 20 1086 SASH TOP GUIDE,11/16"BAL. 42505R&L 21 4054C FIXED MEETING RAIL 64064C 23 4006C SASH TOP RAIL 64006 2.878 25 1235 WSTP.,.170 X.270 BACK,FIN SEAL 67816G 26 1096 SWEEP LATCH 71086 2'784 27 1016 #8 X.625 PH.FL.SMS 7858 .062 28 4007 SASH BOTTOM RAIL(LOW SILL) 612230Lj 30 30 1226 WSTP.,BULB VINYL 6TP249 3. 55 31 4008 SASH SIDE RAIL 612231 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 #4071A,6063-T6 40 4046A GLAZING BEAD,3/16&114.W1 GRILL KIT 644842 48 FRAME,I.F.LOW SILL 46 4087 GLAZING BEAD,13116"I.G. 64067 #4072A,6063-T6 47 4071A FRAME,I.F.HEAD 64071 2.908 48 4072A FRAME,I.F.LOW SILL 64072 49 4073A FRAME,I.F.HIGH SILL 04073 50 4074E FRAME,I.F.JAMB 64074 2.374 52 4009 SILL LATCH(EGRESS) (LOW SILL) 764009 IRODUCTR13VISLU complying with the Florida 53 1088 SPRING,SILL LATCH(EGRESS) 7SPRNG .062 uildingCodc 54 2740 SILL LATCH(EGRESS) (HIGH SILL) 62740 4. 71 ccePICON 5' 55 1014 SCREEN FRAME(HOR.&VER.) 61014 .062 votl Datc 56 1630 SCREEN CORNER KEY WIRINGS 71630 2. 10 y 57 1631 SCREEN CORNER KEYW/OUT RINGS 71631 �o�4V LYNN//� 58 1073 SCREEN SPRING 7CASP �� a�,•''��GENgF'., p 59 1624 SCREEN SPLINE-.135 DIA FOAM 61624K ' 60 1635 SCREEN SPLINE-.135 DIA.HARD 61635K }� No.58705 61 SCREEN CLOTH 61816 49 FRAME,I.F.HIGH SILL 50 FRAME,I.F.JAMB = _ 63 505 GLAZING CHANNEL(.688 X.500) 6533402 #4073A,8063-T6 #4074B,6063-T6 i�1'•, IS ;/R - 7tn+4uy. Oefa: BerkAYY: omNN' U S1ATE Ol• V: L.M. 5/17/iS E NO CHANGE THIS SHEET F a w pa,ygy;. 7070 TECHNOLOGY DRIVE PARTS LIST AND FRAME CORNER DETAILS ; ��, ..-toR�O .•lG�;; JJ 10/07/11 D NO CHANGE THIS SHEET N.VENICE,FL34275 7O` �77is/(�NA�-�:C•`` �� ALUM.SINGLE HUNG WINDOW,NON-IMPACT �, ` F.K. 2115107 C NO CHANGE THIS SHEET P.O.BOX 1629 1 o� peva o.m NOKOMIS,FL 34274 Vuibly Better s""°° `0 a E A.LYPIIJIMILLER,P.E. or—Br.F.K. 7/4/05 J,d. 8@1/05 sH600 NTS 8 14 4092 20 FL P.E.#58705 I.F.FRAME SEALANTALONGENTIRE JOINT qORGASKET I.F.FRAME �-2.784---�{ 062 T 2.830 2.330 1.363I .os2FLANGE FRAME HEAD#4002A,6063-T6O FLANGE FRAME SILL (LOW) WELD1.749 3 #4003C,6063-T6 6RALONG SCREW BOSS(2 1 AT HEAD AND SILL 2.710 1 f+-1.513- i738 082 062 .490 .040 T If' VIEW D-D VIEW E-E (1/1 8 VIEW HEAD 8 SILL,RADIUS TOP SILL) (RADIUS TOP HEAD) SASH STOP SASH STOP COVER FRAME CORNER CONSTRUCTION O FLANGE FRAME JAMB O #4026.6063-T5 17 #4053,6063-T5 #4004,6063•T5 (USED AS RADIUS TOP HEAD) 1.342 2.326—y �+---2279 062 1.349 2.155 1,979 1 .062 1.707 .062 —L �rtrtrt nnn III .062 SASH SIDE RAIL 31 FIXED MEETING RAIL 28 SASH TOP RAIL 28 SASH B0 BOTTOM RAIL (LOW) #4008,6063-T5 � 21 #4054C,6063RD-T6 Q #4006C,6063HS-T6 44 .866 1.057 2.326-� T-050 .062 39 GLAZING BEAD 3/16"OR 1/4" .683 050 'RODUCfRBVISED s c10,ZY n8 n11h tLa Florida 2.946 #40148,8063-TS II uildtuBCodc 3,446 �r1.097 ocey w No 2.638 1.057 1 46 GLAZING BEAD 13/16"IG y .082 L— #4067,8063-T5 .688 \',����.•'��GLNSP '•�'P I�-2.7840504 FLANGE FRAME SILL (HIGH) 68 SASH BOTTOM RAIL (HIGH) 4Q GLAZING BEAD 3/16"OR 1/4" = " No.56705 69 #4050A,6063 T8 O , - #4046A,6063-T6 #4D51A8083T5 ' (USED WlGRILL KIT) ..�tLOF 2 IS �� r�,dey. mer rt.wac o.pnm� :Qti•. 7 �tj LM. 6/12/16 E NO CHANGE THIS SHEET S A2,patQ?,.•' \�` flJJ 10/07/1} n D NOCHANGETHI3SHEET 1076/VENCE,FL3aNG �FlcmALUM.SIN(dLEHUNG WINDOW,NON-IMPACT �^�... aa�a, A LYNN MILLER,P.E. FIC 2/16A77 C NO CHANGETHIS SHEET KOMIS.X 1829 �„X "„7 auaw 391 NOKOMIS,FLaaz74 Visibly Better HSHS 600 Half 9 a 14 " x%032-20 E FL P.E.#58705 FX 7/4/06 J.J. 9/21/06 ANCHOR QUANTITIES FOR 111 FLANGED WINDOWS TABLE b, ANCHORAGE NOTES: WINDOW HEIGHT 1. ANCHOR TYPES: 1-1/4"ELCO TAPCONS 2.1/4"ELCO SS4 CRETE-FLEX SUBSTRATE: 28.603 34.603 40.603 46.603 1 52.603 58.603 64.603 76.000 3-#12 SCREWS ANCHOR TYPE: p U U In U U ❑ U U ❑ U U ❑ U U ❑ U U ❑ U U ❑ U U c7 Z Z M Z Z cn Z Z M Z Z m Z r Z c+� Z 2 r�U Z Z M U N Z Z 2.ANCHOR LOCATIONS ARE BASED ON THE WINDOW GLASS N A N O 0 c'I 0 O N OO N O 0 C'j O`-O c4 0 0 O NON O O N N O�O N O O O FOLLOWING DIMENSIONS. WIDTH TYPE U U U U 0 U U 3 U U U U U U U U U U HEAD-16 112"MAX.FROM TOP CORNERS B,D,F,G, 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 .. .. _ 15"MAX.FROM BOTTOM CORNERS 19.125 H,J 1 2 1 2 1 2 2 2 .1-112-12121 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 2 3 2 3 2 2 3 3 3 3 2 2 3 3 3 4 3 3 3 3 6"MAX.BELOW MTG.RAIL A,C,E,I ••-1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 SILL-ANCHORS NOT REQUIRED 1 2 1 2 1 2 2 2 1 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 213 2 2 2 2 3.INSTALL PER THE ADJACENT TABLE ANCHOR 1 1 1 1 1 1 1 1 1 1 1 1 1 QUANTITIES USING THE DIMENSIONAL CRITERIA OF H,J 1 2 1 2 212,213'.1 2 2 2 2 3 2 2 2 3 3 3 2 2 3 3 3 4 2 2 3 3 4 2 2 3 3 3 4 2 2 313 4 4 3 3 4 3 NOTE 2. 24.000 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 DESIGN PRESSURE LIMITATIONS: A,C,E,I ......... ..... .. -2* - 1 2 1 2 2 2 2 3 1 2 2 2 2 3 2 2 2 3 3 3 2 2 3 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 t 2 2 2 2 3 2 2 2 3 SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM,INDICATE A PSF 119 119 MAXIMUM DESIGN PRESSURE WITH THE QUANTITY B,D,F,G, 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2- 2 1- 2 OF ANCHORS SHOWN IN BOLD,DUE TO ANCHOR 1-1' — SPACING LIMITATIONS. OTHERWISE,THE MAXIMUM 32.000 H,J 2222222322232323233423333523314343334343334453344 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND A,C,E,I t __ _ _. GLASS TYPE IS AVAILABLE. 2 2 2 2 2 2 2 3 2 2 2 3 2 31213 2 3 3 4 2 3 3 3 2 3 2 21213 2 3 2 2 2 2 2 3 2 2 312 2 3 2 2 3 3 PSF 103 117 119 B,D,F,G, 2 1 2 2 1 2 2 1 2 2 2 ..2-4-13151213'1 _ 2 2 2. 2 2 2 2 1 2 2 1 2 37.000 H,J 2 2 2 2 2 2 2 3 2 3 3 3 3 4 2 3 3 4 3 4 2 3 3 4 3 5 2 3 3 4 3 5 3 3 4 4 4 5 3 3 4 4 4 5 3 4 4 4 ACEI 2 1 2 2 1 2 2 1 2 2 2 2 2 1 2 2 1 1 1 1 1 1 1 1 222222232333342334342334232323232223232- 2333'42233 PSF 95 108 120 119 B,D,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 2 2 2 2 2 2 . _ 40.000 H,J 2 2 2 2 2 2 3 3 2 3 3 3 3 4 2"13 3 4 3 5 3 3 3 4 3 5 3 3 4 5 3 5 3 3 4 5 4 5 3 3 4 5 4 6 3 4 4 5 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 21'2 21Y21'2 313 2 3 3 3 3 4 2'3 314 3 4 2 3 3 4 2 4 2131313 2 3 2 2 213 213 212 313 3 4 2 2 if 3 PSF 87 99 109 119 TABLE KEY: B,D,F,G, 2 2 2 2 2 2 3 2 2 3 2 2 3 2 3 3 2 2 3 2Tzl 2 3 2 2 (DP LIMITED) 44.00D H,J 222222332333343334353344463445353345453345464455 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 -2 PSF 118 A,C,E,I .. ... _. . _. ..... . HEAD 222�222232333342334342334342331323 232132423313342334 JAMBABOVE2 3 PSF 79 119 90 100 113 114 119 RooucrasviseO NITG.RAIL s cou,plytag.�w du Florian B,D,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 uilding Coda _ _ _. JANE BELOW ceepwn=o �JOF 48.000 H,J 22 212 212313233334333445344546344546 3445463445574456 MTG.RAIL mtionDate Z7. A,C,E,I .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 2 j 2 2 3.1213 2 3 3 4 2 3 3 4 3 4 213131'4 3 42 3 3 3 2 4 2 3 3 3 2 4 2 3 3 3 314 2 3 3�4 (FULL DP) �' I ade qub C, PSF 72 118 82 90 103 103 118 113 HEAD 2 \.`O,\\. ...LYNN r ye B,D,F,G, 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 ' JAMB ABOVE 53.125 H,J 212 2 2 21'2 613 213 3'1'3 3 L4 314 314 3'5 314 4 5 4 6 314 415 416 314 4 5 4 1 6 3L4 5 6 5 7 4 6 5 6 MTG.RAIL 3 Y No.56705 x' 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 JANE BELOW ACEI t MTG.RAIL 212 2 2 2 2 2�3 2 3 2 3 2 4 2 3 314131 4 2 3 3 4 3 4 2 13131i 3 4 213 3 3 3 4 2 3 3j4 315 2 3 314 72//c Rme�: a� R.NHvie omtouae =;0,�•., s•A e< LM. 6112115 E NO CHANGE THIS SHEET /' By. q4• RaMWn' 1070 TECHNOLOGY DRIVE ANCHORAGE SPACING, 1/7 WINDOWS ";�C�,'••:..ORtpP,,•• 11 10107111 D NO CHANGE THIS SHEET N.VENICE,FL34275 ALUM.SINGLE HUNG WINDOW,NON-IMPACT � RnaOu,: QafaSOX J i F.K. 2116107 C NO CHANGE THIS SHEET P.O.IS.FL 28 �,�,,,. �„� ar..c u..Ww Rw. A.LYNN FAILLE�Fi,P.E. V.-BY Df.- Mw: NOKOh11S,FL 34274 Visibly Berrer ,Z NTS 10 d 14 4032-20 E F.K. 714105 J.J. =1105 FL P.E.#58705 ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE 6. ANCHORAGE NOTES: 1. ANCHOR TYPES: 1-1/4"ELCO TAPCONS WINDOW HEIGHT 2-1/4"ELCO S84 CRETE-FLEX SUBSTRATE: 29.655 37.155 44.655 52.155 59.655 67,155 74.655 76.000 3-#12 SCREWS ANCHOR TYPE. in U U ❑ U U ❑ U U 0 U U ❑ U U ❑ U U ❑ U U O U U 2 ANCHOR LOCATIONS ARE BASED ON THE WINDOW GLAS NONQ.-ZUNaNO�UNONU`'ONONOTONpNO 0C'j 0—Z no ONONO-Z noONON0�0 FOLLOWING DIMENSIONS: WIDTH TYPE � U U U U U U U U 2` U U U U U U � U U HEAD-181/2"MAX,FROM TOP CORNERS JAMBS-171/2"MAX.FROM TOP CORNERS PSF 113 119 15"MAX.FROM BOTTOM CORNERS B,D,F. 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 6+MAX,BELOW MTG.RAIL 19.125 H.J 1 1 1 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 3 2 3 3 2 2 3 2 3 3 2 2 3 2 3 3 3 2 3 3 3 3 3 2 3 2 SILL-ANCHORS NOT REQUIRED A,C,E, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 G,I 1 1 1 1 111 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 3 2 2 2 2 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3.INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF PSF 90 119 103 119 NOTE 2. B.D.F, 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. DESIGN PRESSURE LIMITATIONS: 24.000 H,J 1 1 1 1 1 1 2 2 2 2 2 2 3 3 212'312 3 3 2 2 3113 4 3 3 2 4 3 3 3 3 2 4 3 3 3 3 2 4 3 3 '3 3 2 3 3 SIZE BLOCKS OF THE ADJACENT TABLE WITH A A,C,E, 1 1 1 1 1 1 i 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 BOLD ITALICIZED VALUE ABOVE THEM,INDICATE A G,I 1 1 1 1 1' 1 2 2 2 2 2 2 3 3 2 2 3 2 3 3 2 2 313 2 2 2 2 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD,DUE TO ANCHOR PSF 68 111 77 111 119 SPACING LIMITATIONS. OTHERWISE,THE MAXIMUM B.D,F, 2 1 2 2 1 2_ 2 1 2 2 1 2 2 1 2 2 1 2 2 1 1 2 1 1 DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND - GLASS TYPE IS AVAILABLE. 32.000 H,J 111111 2222 22332333433343443354443243443243443243 A.C.E. 2 1 2 2 1 2 2 1 2 2 1 2 2 1 1 1 1 1 1 1 1 1 1 1 G,I 1 1 1I1 1 1 212 2 2 2 2 3 3 2 3 3 3 4 3 3 3 4 3 3 3 3 2 3 3 2 2 2I2 2 2 2 2 2 2 '2 Ii 2 2 2 2 2 2 PSF 59 96 67 96 11091119 B,D.F, 2 7 2 2 2 2 2 2 2 2 2 2 3 2 2 2 1 2 2 1 2 2 1 2 37.000 H•J OIL, 1 1 1 1 "iti 212 2 2 3 3 2 3 3 3 4 4 3 3 4 4 4 5 4 3 5 4 .4 4 3 3 5 3 4 4 4 3 5 4 4 4 3 3 5 4 A,C,E, 2 1 2 2 2 2 2 2 2 2 2 2 2 1 2 1 I 1 1 1 1 1 1 1 11117122222231 333443344333�3433222312222232222232 PSF 54 89 62 89 101 113 119 B, D.F. 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 2 2 2 2 2 2 2 ? -2 40.000 H.J 1 1 1 1 1 1 2 2 212 2 2 3 3 3 3 -.3­3 414 3 3 4 4 5 5 4 3 1.5 4 4 4 3 3 5 4 5 5 4 3 5 4 5 4 4 3 4 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 2 G,I . ._. TABLE KEY: 1 1 1 7 111 2 2 2 2 2 2 3 3 3 3 3 3 4 4 3 3 4 3 4 3 3 3 41-"3 3 3 2 2 3 2 3 3 2 2 3 2 3 3 2 2 3 2 PSF 49 81 56 81 119 92 102 117 118 (DP LIMITED) B.D,F. 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 2 3 2 2 2_ 2 2 MAX PSF 117 44.000 H•J 111111122222233333344313445543554543545541354554354 HEAD 3 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 2 G,I 1 Ili Ill 2 2 2121212 3 3 612113 3 3 4 3 3 3 3 4 4 3 3 4 3 3 3 2 2 3 3 3 3 3 2 3 3 3 3 3 2 3 3 JAMB ABOVE 3 3 MTG.RAIL IRODUCI'REVISED PSF 45 74 51 74 118 84 94 107 109 114 JAMB BELOW eu Id�g Code B.D,F, 2 2 2 3 2 3 3 2 3 3 2 3 4 2 3 3 2 3 3 2 3 3 2 3 MTG.RAIL A=planceNo wilb' heFlorida 48,000 H,J 1 1 1 1 ill 2 2 2 2 2 2 3 3 3 3 313 4 4 414 4 4 6 5 4 4 516 51514 3 5 4 5 5 4 3 5 5 5 5 4 3 5 4 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 2 (FULL DP) n a tr G,I 117171222222333333343333343I343332233333233333233 PSF 41 67 46 67 110 76 85 119 97 98 112 HEAD 2 'a��• ' B.D,F, 3 2 2 3 2 3 4 2 3 4 3 3 4 2 3 3 2 3 3 2 3 3 2 3 JAMB ABOVE 3 2 •' C�nl 53.125 H.J 1 1 '1. 1 1 1 212 2 2 2 2 313 31 3 3 13.±L4_414 4 4 5 5 414 61516 5 413 5 4 515 413 616 5 6 4 3 615 MTG.RAIL Na.53705 �Y 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 JAMB BELOWG,I 1 1 �12 1 111 2 2 2{2 2 2 3 13 3 2 3 3 3 4 313 3 3 3 4 2I 3 3 3 3 3 2 2 3 3 3 3 212 3 3 3 3 3 2 3 3 MTG.RAIL O •, S7ATL"OF xena ar• o"x n"ww: as.Ipa..• �.f� •. •' �C/� L.M. 0112110 E NO CHANGE THIS SHEET ANCHORAGESPACING,STANDARD VIEW •;���.F<oaron,.••' JJ 10/07/11 n.D NO CHANGE THIS SHEET 107N.VENICELFL34OGY�51� nM �// ' C) mer a.e no-Aw� � m ALUM.SINGLE HUNG WINDOW,NON-IMPACT // �PJA1_ FK 2110/07 C NO CHANGE THIS SHEET P.O.Boxis29 a as q,,� a+, w n.m A, Y14WI ILLER,P,E. � W. Dela: Cr." nem: NOKOIAIS,FL 34274 Visibly Better y E F.K. 714105 J.J. 9/21/05 SH800 NTS 11 14 4032-20 FL P.E.#58705 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 5. 1. ANCHOR TYPES: 1-114"ELCO TAPCONS SUBSTRATE: 17.125 22.668 28.211 33.754 39.296 44.839 50.382 55.925 2-1/4"ELCO SS4 CRETE-FLEX vN � 3-#12 SCREWS ANCHOR TYPE: U O U ❑ U WINDOW GLAS0Nzz ?O zzON Zzc10 ZZcoO zZZ C'r OO O NOO O 04 0, O N OO N 2.ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING L) 0 U UU U U U US i0 �ZDIMENSIONS FORABOVE THE MEETING RAIL:WIDTH TYPE O PSF 1191 1119 1 HEAD-16112"MAX.FROM CORNERS B,D,F. 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 H.J 1 1 9 2 2 2 2 2 3 3 2 3 3 3 4 4 3 4 4 3 5 5 4 5 11112"MAX.ABOVE THE MEETING RAIL 19.125 1 1 1 1ff 1' .._._....._._ _� .......... .1.......... __.. ...1.. G .. 1 ...222. 2 2 3 3 2. ...3 .3. ..4 4 3 4 4 3 5 4 4 5 3.INSTALL PER THE ADJACENT TABLE ANCHOR A,C,E,I 1 11 1 1 1 1 1 1 1 1 1 1 1- 1, 1 . 1.., _.1_ .1_ ,_1 1 1 1QUANTITIES FOR ABOVE THE MEETING RAIL USING 1 1 1 2 2 2 F 2 3 3 2 3 3 3 .S 3 4 $ 3 d 3 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 . .1 1 1 1 COMPLETE THE ANCHORAGE REQUIREMENTS FOR H.J 1 1 1 2 2 2 3 2 3 4 3 4 4 3 4 5 3 5 5 4 6 6 4 6 CUSTOM VIEW WINDOWS. 24.000 1 1 1 _ 1 1 1 1 1 1 G 1 i 1 2 2 2 3 2 3 4 3 4 4 3 4 5 3 5 5 4 6 4 4 5 4.AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW A,C,E,I 1 1 1 1 1 - 1 . . 1.. 1 1 1 1'.. 1 1. . 1 1' ,1 1 1 1 1 1 1 1_ WINDOWS ARE 12518" 1 1 1 2 2 2 3 2 3 4 -3 4 4 3 4 3 3 __4 3 3 .4 $ 9 3 MIN,TO 38"MAX. PSF 110 105 118 106 1i9 110 9 B,D,F, 2 . 1 1... 2 1 1 2 2 1 2 2 1 2 2 1. 2 2 1 2. .2. . 1_- 2 5.DESIGN PRESSURE LIMITED:• H J I 1 1 2 2 2 3 3 3 4 3 4 5 4 6 6 4 6 6 5 7 6 6 6 SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD 32.000 2 _ 1__ 2 ..2_ _2 2, ._..... 2 . ..2 . ...2_. .4. ._._. _2.._.._...... ..2... .?. .._. 2. 2 1 ,INDICATEAMAXIMUM G 1 1 1 .....2. 2 2 3 3 3 4 3 4 5 4 5 6 4 6 5 4 6 5 4 5 ITALICIZED VALUE ABOVE THEM 2 1 2 1 2 2 1 2 . 2.. 1 2 2 1 DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS A,C,E,I 1.. . 1. _1 . .'1_ -1. _1 . -1 1 1 1 SHOWN IN BOLD,DUE 1 9 1 2'' 2 2 3 9 3 3 3 3 4 3 4 4 3 4 4 3 4 3 3 3 TO ANCHOR SPACING PSF 9 91 102 119 92 95 110 118 LIMITATIONS. OTHER- B,D, F. 2 1 2 2 2 2_. 2 2 2 3 2 2 3 2 - .2 3. 2 _ _ 2 2 2. 2 1 .2 WISE,THE MAXIMUM H.J 1 1 1 2 2 2 3 3 3 4 4 4 6 4 5 6 5 6 B 5 7 6 5 7 DESIGN PRESSURE 37.000 2 1 2 2 2 2 .__3 3 2 3 2 2 2 2 1 2 FOR THE RESPECTIVE G 1.......i.... ..... .2... .2... ..2. ...3.. _.3. ....3. 4 ..4... ....4. ....5.._..4 . ...5.. .-6.....5. . 5... ..s.. . 4.. .._8_ ._5. 4 ...5 TYPE SIZE AND A,CE,I 2- -1. ..2 .__2. .2 _2. .2 1 2 2 _ 1_. 2 . 2_. 1 2 2 1 2. 2 -1 . 1 1.. .1.. .1_ IS AVAILABLE. E 1 1 1 2 2 2 3 3 3 4 3 4 4 3 4 4 3 4 4 3 4 4 3 4 PSF 91 84 119 85 98 9 86 102 91 105 1 B,D.F, 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2_ _3 3 2.• .._ ._2_. ...2_. H J 1 1 1 2 2 2 3 3 3... ....4 4 4 5 5 5 B 5 6 6 5 7 8 5 7 40.000 G 2 2.., 2 2 ,2 2 3., 2 2, 3 2 3 3., ._2 3. 3 2„_...3. ._2 2. .2. ?_...?. 2 1 1 -1 2 2 2 3 3 3 4 4 4 5 ...6. 6 6 5 6 6 4 8 5 4 B ACEI 2 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 3 4 4 3 5 4 3 5 4 3 .4 4 3 4 PSF 84 78 112 77 89 116 80 3 83 95 8 108 B,D.F. 2 2 2 3 2 2 3 2 $ 3... .2 .3... _3. ._.?....3._ ._3... 3 . 3 . _ 3 2 ..3. 3 2. ?_. H J _.4.. ..i.. _A..__'1 -11. z 3 3 3 4 4 4 6 5 5 8 5 6 7 5 7 6 5 7 44.000 G 2 2 2_ 3., 2_ -. 2 3_ _2 _3_ 3 2 __ 3_ _3 2 3._. 3. ..z._-_3.. 3_. 2__ .z z. 2. _2. TABLE KEY: 1 i 1 '1 2 2 3 3 3 4 4 4 5 4 5 6 4 6 6 3 7 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 2 2 2 2 2 1 1 1 2 2 2 3 3 3 4 4 4 4 3 4 3 3 4 4 3 5 4 3 4 (DP LIMITED) RoDucrkBVISED PSF 78 02 70 79 02 71 82 107 3 85 6 87 78 90 80 102 mn IyNawf B.D.F. .2 2 2. 3 2 3 3 2 3• .,4. ._2, 3 3 21. 3 3 2 3 3 2 3_ 3 2 3 /� _ A H.i 1 9 1 2 2 2 3 3 3 4 4 4 5 5 5 6 6 fi 7 5 7 7 7 �I Ieme No"1 48.000 G 2 ...2_. 2.F71 2 3„._3 2 3_ 3 2 3 3 2 ....... ...3 2 3 ..3 _,2 3.. 2 . 2JAIVBABO 22iuilonDaiMAX PSF 1 roJ nHEAD... . 2 3. ._3. 3 . 4 . 4 4.. 5 5.. 5 6 _5 .....6 6 5.. 6 5j...52.4 6 VE 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 B A,C,E,1 1 1 1 2 2 8 3 3 4 3 4 4 3 '4 4 3 4 4 3 4 4 3 4 MTG.RAIL M! ado Pr uo PSF 92 63 92 7 9 66 77 100 69 7 7 81 73 7 ��`��`I�\1V LYA1y B,D,F, 3 2 2 2 3 2 3 4 2 3 3.. ...2. 3 ...,3 . 2 3 . 3 2 3 3 2 3 (FULL DEP)H.J 1 1 1 2 2 3 3 3 4 4 4 5 5 6 6 6 6 7 6 7 7 5 8 53.125 3._, 2 3 2 3.. _ 3 2 3fi . 2 3 3_ 2 3 3_ 2 3... 3 2 3 HEAD 2 ::: No 5 0 G ..' ..... . 2 2. 3 "3 3 4 4 4 4 `5 6 "3 s 6 5.._ 7 6 5 6 JAMB ABOVEL4 - A,C,E,I . 2 2 2 2....,2. . 2... .2. ?...2 2 . 2.. 2. 2.. 2 _.? . ...2. ..2.... 2 2.. S� 1 1 1 2 2 2 3 3 3 4' 3 4 3 4 4 3 -4 4 3 4 4 3 4 MTG.RAIL ro Z -y S ��. %fin•'• TATE�P rL� l.M. Wf7/15 E NO CHANGE THIS SHEET ANCHORAGE,CUSTOM VIEWABOVE.MTG.RAIL :�`�'•. JJ 10/07/}1 R D NO CHANGE THIS SHEET 107N.V NNICCE.FL342275NOLOGY I� 700. i'C<�S •.�,0'121D`'�G\�\ �� ,0„�,,. C;T ALUM.SINGLE HUNG WINDOW,NON-IMPACT F.K. 7/18/07 C NO CHANGE THIS SHEET P.O.BOX 1528 s...we�e s..e a..rnrb A.LYNNIMIIILE�R,P.E. omm�cow O." �� NOKOMIS,FL3427A VlsfblyBecter SH600 NTS 12 a 14 4032-20 E FL P.E.#58705 F.K. 714105 J.J. 8/21/05 S ANCHOR QUANTITIES BELOW MEETING RAIL(JAMBS),CUSTOM FLANGED WINDOWS BASED ON SASH HEIGHT TABLE 8, ANCHORAGE NOTES: SASH HEIGHT 1. ANCHOR TYPES: 1-114"ELCO TAPCONS SUBSTRATE: 12.776 15.776 18.776 21.776 24.776 27.776 30.776 31.106 2-1/4"ELCO SS4 CRETE-FLEX ANCHORTYP M ❑ 0 v rvNv v ❑ v 0 v ❑$ v vn � 3-#12 SCREWS WINE oNz - zz2.ANCHOR LOCATIONS ARE BASED ON THEN � WIDTH PSF � 3 FOLLOWING DIMENSIONS FOR BELOW THE -120 2 1 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 MEETING RAIL. -110 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 JAMBS- 6"MAX.BELOW MTG.RAIL 19.125 95 2 1 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 15-MAX.FROM BOTTOM CORNERS -80 1 1 1 2 1 2 2 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 SILL-ANCHORS NOT REQUIRED •65 1 1 1 1 1 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3. INSTALL PER THE ADJACENT TABLE ANCHOR -50 1 1 1 1 1 1 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 QUANTITIES FOR BELOW THE MEETING RAIL -120 2 2 2 NA 2 2 3 2 2 3 2 3' 3 2 3 4 2 3 4 3 4 4 3 4 USING THE DIMENSIONAL CRITERIA OF NOTE 2. -110 2 1 2 2 2 2 3 2 2 3 2 2 3 2 3 4 2 3 4 2 3 4 2 3 USE WITH THE TABLE ON THE PRECEDING PAGE 24.000 95 2 1 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 TO COMPLETE THE ANCHORAGE REQUIREMENTS 80 2 1 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 FOR CUSTOM VIEW WINDOWS. -65 1 1 1 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 -50 1 1 1 1 1 1 2 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 5. SASH SIZE BLOCKS THE ADJACENT TABLE -120 NA 2 2 NA 2 NA 3 3 3 3 3 3 4 3 4 5 3 4 5 3 4 5 3 4 WITH A BOLD ITALICIZED"NA"IN THEM,MEANS RESPECTIVE ANCHOR AND SUBSTRATE -110 2 2 2 NA 2 NA 3 2 3 3 3 3 4 3 3 4 3 4 4 3 4 4 3 4 COMBINATION IS NOT AVAILABLE FOR THE 32.000 '95 2 2 2 NA 2 2 3 2 3 3 2 3 3 2 3 4 2 3 4 3 4 4 3 4 RESPECTIVE MAX.PSF. 80 2 1 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 4 2 3 4 2 3 -65 2 1 2 2 1 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 -50 1 1 1 2 1 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 -120 NA 2 NA _NA 2 NA NA 3 3 4 3 4 5 3 4 5 3 5 5 4 5 5 4 5 -110 NA 2 2 NA 2 NA 3 3 3 4 3 3 4 3 4 5 3 4 5 3 5 5 3 5 37,000 -95 2 2 2 NA 2 NA 3 2 3 3 3 3 4 3 3 4 3 4 5 3 4 5 3 4 80 2 1 2 NA 2 2 3 2 3 3 2 3 3 3 3 - 3 3 _3 4 3 3 4 3 4 -65_ 2 1 2 2 1 2 2 2 2 3 2 3 3 2 3 : 3 2 3 3 2 3 3 2 3 50 1 1 1 2 1 2 1 2 1 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 3 -120 NA 2 NA NA 2 NA NA 3 NA 4 3 4 5 34 5 3 5 6 4 5 6 4 5 -110 NA 2 NA NA 2 NA NA 3 3 4 3 4 5 3 4 5 3 5 5 3 5 5 4 5 40.000 -95 NA 2 2 NA 2 NA 3 2 3 4 3 3 4 3 3 4 3 4 5 3 4 5 3 5 80 2 2 2 NA 2 2 3 2 3 3 2 3 3 3 3 4 3 3 4 34 4 3 4 -652 1 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 _3 3 3 3 3 3 -50 2 1 1 2 1 2 2 1 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 -120 NA 2 NA NA NA NA NA 3 NA NA 3 4 5 3 5 6 4 5 6 4 6 6 4 6 -110 NA 2 NA NA 2 NA NA 3 NA 4 3 4 5 3 4 8 3 5 6 4 5 6 4 5 44.000 -95 NA 2 2 NA 2 NA NA 3 3 4 3 4 4 3 4 5 3 4 5 3 5 5 3 5 _-80 2 2 2 NA 2 NA 3 2 3 3 3 3 4 3 3 ' 4 _ 3 4 5_ 3 4 5 3 4 -65_ 2 1 2 2 2 2 3 2 3 3 2 3 3 2 3 3 3 3 4 3 3 4 3 3 -50 2 1 2 2 1 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 3 -120 NA 2 NA NA NA NA NA 3 NA NA 4 4 NA A 5 6 4 6 7 4 6 7 5 6 RODUCTRPVISED -110 NA 2 NA NA NA NA NA 3 NA NA 3 4 5 4 5 6 4 5 6 4 6 6 4 6 IldingyHS`�11a� �� umpre ce N 48.000 -95 NA 2 NA NA 2 NA NA 3 NA 4 3 4 4 3 4 5 3 5 6 3 5 6 4 5 cwptmw N .� 80 2 2 2 NA 2 NA NA 2 3 4 3 3 4 3 4 4 3 4 5 3 4 5 3 4 imd°°D°te117 •65 2 1 2 NA 2 2 3 2 3 3 2 3 3 3 3 4 3 3 4 3 3 4 3 3 ay -5D 2 1 2 2 1 2 2 2 1 2 3 2 2 3 2 3 3 2 3 3 3 3 2 3 3 uci Ca of -120 NA 2 NA NA NA NA NA NA NA NA _ 4 NA NA 4 5 NA 4 6 7 6 7 7 5 7 TABLE KEY: 1YA1q+f''�, -110 NA 2 NA NA NA NA NA 3 NA NA 4 NA NA 4 5 NA 4 6 7 4 6 7 4 6 ;�` ����,.••• '••...� 95 NA 2 NA 2 NA NA 3 NA NA 3 4 5 4 4 6 4 5 6 4 _6 6 4 6 ,•'' 53.125 -MA-- - -- - -- JAMB BELOW -80 NA 2 2 NA 2 NA NA 3 3 4 3 4 4 3 4 5 3 4 5 3 5 5 3 5 MTG.RAIL 85 2 2 2 NA 2 2 3 2 3 4 2_ 3 4 3 3 4 3 Q 4 3 4 4_ 9 No.58705 50 2 1 2 2 2 2 3 2 2 3 2 22 3 —2- 3- 3 2 3 3 3 3 4 3 3 - RIL7 D.IW RMSIn1• `•-� ,•� L.M. 5/12/15 E NO CHANGE THIS SHEET °eiva'"° x',11 •. {``` ANCHORAGE,CUSTOM VIEW BELOW MTG.RAIL ';f?.'', ST'TK o� Rend °eta. t::D 1070 TECHNOLOGY DRNE JJ10/07/1NOCHNGE7HfSSHEET N.VENICE,FL 34275r"'--. ALUM.SINGLE HUNG WINDOW,NON-IMPACT j ,F.K. 7/16/07NO CHANGE THIS SHEET P.O.BOX 1529 / Nj6:n, Uf, p,p, ��. NOKOMIS,FL34274 Visibly Be7te ` A.b(N I E ;P.E. F.K_ 7/4ro5 9/21/05 SH. NTS 13 d 14 4032-20 E FL P. A 58705 NOTES: EXTERIOR 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 1/4"SS4 CRETE-FLEX. MINIMUM DISTANCE FROM 1-314"MIN.EDGE (SEE NOTE 2&3) ANCHOR TO CONCRETE EDGE IS 1314". CONCRETE ANCHOR 2x WOOD BUCK 2.FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY,USE#12 STEEL SCREWS(G5), (SEE NOTE 1&3) (SEE NOTE 3) 1"MIN.EDGE 1/4"SS4 CRETE-FLEX OR 0.131"0 x2-112"COMMON NAILS(F1667 NL CM S-07 Z(8d))8d 3.35 KSI MIN. II PENNY SS ZINC COATED COMMON NAILS,TYPE I,STYLE 10--FIN MOUNTED ONLY CONCRETE s:. (SEE DETAILS E,F AND G THIS SHEET) 1 3f6"MIN.,1!4"TAPCON 3.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE - �' •/ .1-3/4"MIN.,114-CRETE-FLEX �— TOTAL THICKNESS IS LESS THAN 1 112". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE OPTIONAL 1x ''' o MIN. INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2x ARE WOOD BUCK O 1 112"THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE (SEE NOTE 3) ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 114" 1!4' 4.FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BE A MINIMUM STRENGTH OF MAX MAX 6063-T5 AND A MINIMUM OF 1/8"THICK.THE ALUMINUM STRUCTURAL MEMBER SHALL BE SHIMSHIM OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT DETAIL A DETAIL B SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A#12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE TYPICAL FLANGED HEAD ANCHORAGE MET,THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY BE USED. 5.ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 1 1/4" 13/8' 6.FLAT HEAD ANCHORS,WHERE REQUIRED,MUST HAVE#12 TRIMFIT HEADS. MIN. MIN. 7.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT 1/4"MAX.SHIM�{ ! 114"MAX.SHIM WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 1-3/4"MIN EDGE I O 1"MINTEDGE FLORIDA BUILDING CODE. CONCRETE ANCHOR, WOOD ANCHOR, ° FH BELOW MEETING FH BELOW MEETING 11111111(II11111 RAIL(SEE NOTE 2) I I/ p r/ ;RAIL.(SEE NOTE 2) 3.35 KSI MIN.CONCRETE INTERIOR .--OR 1.5 KSI MIN.CMU (ALL JAMB DETAILS) EXTERIOR 1x BUCK OPTIONAL WITH SOLID CONCRETE OR CMU SUBSTRATE(SEE NOTE 3) DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE 1/4" 5/8"MIN.EDGE I 2-1/2"EMBEDMENT MAX. 1!4" SHIM O —WOOD FRAME MAX. WOOD FRAME tj— MIN- 1�r: SHIM D 131"DIA.M 518"MIN.EDGE j x 2 112"NAp�RO�DUCNRBViSwith� d . 2-1/2"EMENT AT CORNE aurtdingOd _.131"DIA.MIN.x2112"NAIL, AND 5.OAcceptunre xCORNERS WOOD FRAME Exp[reilonDatc (� 2 AND 5"O.G. 111 1 5/8"MIN.EDGE BY .131"DIA.MIN. .4i nr ad Rd c 1 r 1/4" x21/2"NAIL, ! '.��{0 .....N MAX. AT CORNERS I ��.•''�IcewSF rP�� SHIM AND 5"O.C. 2-1/2'EMBEDMENT .: DETAIL F, (HEAD) DETAIL E,(JAM ) DETAIL G, (SILL) No.5870r, :'"c TYPICAL INTEGRAL FIN ANCHORAGE �U st(Ttzo:IS : U „.M X11/15 �E CORRECTBUCKNOTE,REMOVE SECTION 2003.6.4REF. 1070 TECH ANCHORAGE DE TAILS 01110 7111 JJ 10/07/11 D NO CHANGE THIS SHEET N.VENICE,FL 34275 1tlC ���S'OIVAL�N rt.Nenx rc;T ALUM.SINGLE HUNG WINDOW,NON-IMPACT '77 F.K. 111G707 C NO CHANGE THIS SHEET P.O.BOX 1529 surK sek � rt.. r r l+ +t j1 aa�d D.C. NOKOM1IIS.FL34274 VLriblyBeucr A.LYNN MILLER,P.E. F.K. 714105 J.J. &121/D6 SH600 NTS 14 d 14 40.?2-20 F FL P.E.#58705 unnr TH E D MV A� U z,_4 % 1, W (�= ?gym i�y Z :yom Benchmark.;, Doors := 1 1 8 INDUSTRIAL DR., EDGERTON, OH 4351 7 '�rIrlr►r*p,�� `` z dm o O M Z U N C � 3ISmooth Surface and "Wood Grain FRAW WIDTH � yD w m a FIBERGLASS DOOR �z INSWING/OUTSWING o as "IMPACT" GENERAL NOTES y wZ o- 1. This product has been evaluated and is in compliance with the Sih Edition(2014)Florida Building = o z w Code(FBC)structural requirements Including the"High Velocity Hurricane Zone"(HVHZ). v, O Z 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base a W d material shall be beyond wail dressing or stucco. 10 mw W c N 3. When used in the"HVHT'this product complies with Section 1626 of the Florida Building Code and O D o does not require an impact resistant covering. 0 I < a 4. When used in areas outside of the"HVHT'requiring wind bome debris protection this product co o complies with Section 1609.1.2 of the FBC and does not require an impact resistant covering.This m product meets missile level"a'and includes Wind Zone 4 as defined in ASTM El 996 and Section v o e 1609.1.2.2 of the FBC. 3je 5. For 2x stud framing construction,anchoring of these units shall be the some as that shown for 2x N Y buck masonry construction. u, w Z M CM 6. Site conditions that deviate from the details of this drawing require further engineering analysis by �x W rn a licensed engineer or registered architect. 0 oo 7. Outswing configurations meet wafer infiltration requirements for"HVHZ". w W a� 0 8. Inswing configurations do not meet the water infiltration requirements for the"HVHZ".Inswing unffs z �- shall be installed only In non-habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to 0 i less than 45 F Q ;1 degrees. OVERALL DESIGN PRESSURE(PSF)` o DOOR TYPE SW1NG FRAME _ TABLE OF CONIENi5 - DIMENSION PO.$fAVE NEGAT)VE �"z oD SHEET# DESCRIPTION DAA 1/25/10 = W 'Smooth Surface" INSWING 37.56"x 81.50" +75,0 -S0.0 U ae, N.T.S. ° 22 Door panel details & Dwc BY. JK m' g" W 3 Horizontal cross sections "Wood Grain" OUTSWING 37.56"x 80.50" +80,0 -80.0 cHK.BY. LFS 3 5 4 Vertical cross sectionsDRAWING NO.: d 5 Buck&frame anchoring FL-13459.1 ° 6 Bill of materials&components SHEET 1 OF 6 - 11111! 2B DOOR SKIN EXTERIOR FOAM CORE 35.81"MAX. =_. 3 M DOOR =�L uTul m PANEL WIDTH z y�� Ln M ?>Zqm u)d cM'p o (� INTERIOR STEEL REINFORCEMENT v i3 o Z � z o=U N Em m m rl HORIZONTAL CROSS SECTION e' g 5 d o a 2 2A 8 4:o mda� Ed ZZ cIn ti aZ. k as K g , DOOR LOCK HARDWARE TABLE 3 1. C� FOAM CORE e v SEE DOOR LOCK MANUFACfURE_R _ -:_MODEL HARDWARETABLE KNBKSEf KNOB SIGNATURE SERIES a a #8 X 2-1/2'PFH SCREWDEADBOLT: SIGNATURE SERIES(780) o 0 (TYP.4 Comers of Panel when Design `� m � Pressure Exceeds +/-60 PSF) o o o . DETAIL A-A 30 D00 PANEL a a smoothsurlace" EXTERIOR INTERIOR Wood Groln" ' WOOD DOOR COMPONENTS:PINE(SG>=0.42.) DOOR SKIN 0.070"THK.(Fy=6,000 PSI MIN.) m o CORE MATERIAL:POLYURETHANE FOAM un (PUR,1.9lbs.MIN.DENSITY) (— 153" Cn ►{ 1 T T" I I NAY 000000001 G%%!j%/ p, p Z 0000000 6 1n DOOR SKIN 00000000 s= 0 0 0 0 0 STEEL REINFORCEMENT 00000000 oo 0000000 0 00000000 2A TOP RAIL oN 0000000 O O 00000000 COo P• YB HINGE STILE 0000000 WoodIr z 000000001 ?• m 0000000 Oiy 1I�— w 0 O o 0 0 0 0 0 I 4 STEEL REINFORCEMENT m 0000000 AREA OPEN ^Mo ; .0-0000000.0-01E AREA MAX. I T y�� It 2D Z o N^ O 0000000 y oAtE 1/25/10 00000000 ' 0000000 o scarf: N.T.S. � 00000000 ! F 2 VERTICAL CROSS SECTION s DETAIL A•A 2 rc PANEL REINFORCEMENT 2C LOCK?STILE 2D BOTTOM RAIL DRAWNG N0.: (0.023"Thick Steel) LVL/Wood Comp. FL-13459.1 0 p SHEEP 2 OF 6 R:\C08n0s\Ib&ma Tru PEAAUWBBV4odd3 Product APD—=Is\FL-13459Tt--Tm 6mchmark WHZ\C-Drm�R.13959(2014)R3\OmaR1R.-13459.1-2.dM 1-3 C P°a �3 . z e e e m � l v w� pp= r o A O 0 CC. CA A U1 x W r Q A o � A� Z m m o A N O O A W 04 O W W W N m m W W W 0 Q O ga rt7 X Z 0 O ` m 22 ' A N A y ° M m 3� a o oBOO 0 � v ��N ago �z� CD n a z a rrr ND.43409 BTATE OF Y•b7•/S�i A, � $y Q PRODUCT: Documents PNapar8d W. ♦ ••• Lyndon F. Schmldt ♦///�/QjAll- ICA I FIBERGLASS DOOR P.E, No. 43409 UPDATE 70 5TH ED, 2014 FBC LFS PART OR ASSEMBLY: GD BUILDING CONSULTANTS, INC. IrN0 X (rl 1 3 B 12 REVISED TO CERT. MARK METHOD LFS P.O. Box 230, Valrieo, FL 33595 O1 NO DATE BY HORIZONTAL phone No.: 813.659.9197 REVISIONS CROSS SECTIONS FSPE CA No. 9813 0 2010 R.W.B.-I..0ONS.LT---INC. 111111 tt \\\`t .......... /I r � . \: O t�?4= z n ONi `O� // ••�'•..y '' • \\ th 4.' /�f�/f 11111 V, O 0 to x° U O B z N g Em 9�mW 0 IL A `t` m n:a Yi \✓ � O jO. 30 30 10 8 10 yza 0 0 EXTERIOR INTERIOR o ;C 4 EXTERIOR INTERIOR >� "n 2 VERTICAL CROSS SECTION' i V RTICALCROSSSECTION 4 Shawnw/lXsutrauck Outswing shown-Inswing ! U also approved �� o a a EXTERIOR INTERIOR m U4 30 INTERIOR EXTERIOR INTERIOR . EXTERIOR o o rn 10 34 30 1 2 b y 3 4 10 R° a c� v p y. V '�O � m p -pp . y = $ p' •. p p. vp p ,c. p. p 9p - p > e p - •Vo N O O 1 25 10 = 3 VERTICAL CROSS SECTION 5 VERTICAL CROSS SECTION s N.T.S. ° 4 VERTICAL CROSS SECTION ows.W.. JK m 4 Inswing configuration gu --- 4 Outswingconfs'guratton see ggeneral nates,sheet 1 A Ou generni notes sheet 1 see ggenerd noses sheet t cw By. LF ; far"HVHZ waterinfiltration for"HVHT woterinfiltration requirements for"HVfZwaterinflratian requirements °RAA"G NO'' o requirements FL-13459.1 0 SHEET Of 6 uut •• . N = ........... ,es Cb 12"MAX �O �U:u q^ O.C.PYP.) 47 �4.. '�. ,y Z •6p` N m 5 P* vi>n m ��1J III ll ��� o N m z Et �b x o< D D b L 2X BUCK > E m z m o d TYP.HEAD& TYP.HEAD& Yip v a a m 5 d o IL " MASONRY JAMBS MASONRY JAMBS > MASONRY J 1X BUCK BLL m d a OPENING OPENING � �' o OPENING TYP.HEAD& E o z 03° ,Ta. FRAME-/ JAMBS n- 0 1 —( 2X BUCK-,,,.,. ' M I 2 g 2X BUCK < o BUCK r; us Cc e„ o U c4 p Q v^ 'n O T � m o m al a BUCKANCHORING BUCKANCHORING HINGEJAMB FRAMEANCHORING SiRIKEJAMB m DP<=50 psf 50 psf<DP<=80 psf Masonry Construction z Ci NY e CONCRETEANCHOR NOTES: y 1. Concrete anchor locations of the comers may be adjusted to maintain the min. w o edge distance to mortorjoints. H iX BUCK rn 2.Concrete anchor locatlons noted as"MAX.ON CENTER"must be adjusted to a � maintain the min.edge distance to mortarjoints,additional concrete anchors oo o- maybe required to ensure the'MAX.ON CENTER"dimension are not exceeded. 11 L 2X BUCK W o 3 Concrete anchor table 15 16 2X BUCK a y ANCHOR ANCHOR MI►V MIN CLEARANCE MIN.-CLEARANCE " BUCK 1 0 70 MASONRY i0 ADJACEM 12 G 1X a a m TYPE ,, S►IE EMBEDMENT L 2X BUCK 16 :::....:..........: .......:..:. ............ .... . " J TAPCON® 1/4" 1-1/4" 2" 4" 12 L 2X BUCK 1X BUCK 17 D 14 ITW ELCO 1/4" 1-1/4" 1" 4" L 12 a^z 0 ULTRACON H 1X BUCK auF f 25 10 z ITW ® 3/16" 1.1/4" W 1-1/2" sr"• N.T.S. ° TAPCON HINGE DETAIL LATCH&DEADSOLTOETAiL Dwc.er. JK m' WOOD SCREW INSTALLATION NOTES: cam,BY. LIPS ; i.Maintain a minimum 5/8"edge distance,1"end distance,&1"o.c.spacing of Dnnvnuc No.: 1z wood screws to prevent the splitting of wood. a FL-13459.1 a -M 5 OF 6 i� 111117 BILL OF MATERIALS ���`� :...•• ITEM DESCRIPTION MATERIAL X G m _ A 1 X BUCK SG>=0.55 WOOD 5.59" ��'�' Cc, B 2X BUCK SG>=0.55 WOOD =V' C MAX.1/4"SHIM SPACE WOOD D I/4"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 4, w"• mz ;01 H �i �•,'•.,•• `Z 3 to of ro E 301 OR HOLLOW BLOCK CONFORMING TO ASTMNRY-3000 PSI MIN.CONCRETE C90 NG 0 ACI CONCRETE '���//� *P, `` M G 13116'X 3-1/4"PFH ITW CONCRETE SCREW STEEL z o'm o 0 7711111 IC-11Z H 114'X 3-1/4"PFH ITW CONCRETE SCREW STEEL THRESHOLD x z°d J 1/4"X 3-3/4"PFH ITW CONCRETE SCREW STEEL 1 irwmng a*staMe \ ` N$ Eo s m°m cw L #10 X 2-1/2 PFH WOOD SCREW STEEL v�`a U1 a m a 00. a M 1 . INSWING ADJUSTABLE THRESHOLD ALUM./COMP. c 2 INSWING ADJUSTABLE THRESHOLD ALUM./COMP. 5�• E o Z 3 OUTSWING BUMPER THRESHOLD ALUM./COMP. $ 'R Ll 4 OUTSWING HIGH WATER DAM THRESHOLD ALUM./WOOD 6 DOOR BOTTOM SWEEP VINYL , 7 DOOR BOTTOM SWEEP VINYL' a 8 JAMB PINE SG>=0.42 WOOD cc 10 WEATHERSTRIP FOAM o "' 11 HINGE 4-X 4' STEEL 2 THRESHOLD o nw 12 #10 X 3/4"PFH SCREW STEEL innwng adjustable m �$ 14 LATCH STRIKE PLATE STEEL cr 00 15 SECURITY STRIKE PLATE STEEL 4.W m a 16 #8 X 2-1/2"PFH SCREW STEEL o m 17 #8 X 3/4"PFH SCREW STEEL 30 SMOOTH SURFACE/WOOD GRAIN DOOR-SEE DOOR PANEL DETAIL SHEET FIBERGLASS a a a 0 3 THRESHOLD N O m Outswing standard 1.67' ohe c m —f I----457 o0 0 6 O WEEP 7 DOORSWEEP n � o Imo-- Not 4.56" ►{ I ". LI I j �`°¢ Pn THRESHOLD n o c N 4 Ouiswing High Water Dam o n E3 •— N~Z DAZE: 1/25/10 = 2.13"—^i scut N.T.S. ° 5 M.BY; JK m 8HEAD&SIDE CM M LFS 3 Jamb owwMv,HD.: FL-13459.1 0 SHEET L) OF 6 N 1