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Home My WebLink AboutNOAM IAMI'QADE 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.miamidade.Qov/economv PGT Industries, Inc. 1070 Technology Drive, North Veaice,,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:approped as described herein; and has been designed to comply with the Florida Building Code, including the High Velocity Humcane Zone. - DESCRIPTION: Series "SH-700" Aluminum Single Hung Window —L.M.I. APPROVAL DOCUMENT: Drawing No. 4040-20;'titled "Alum. Single Hung Window, Impact', sheets 1 through 11 of 11, dated 09/01/05, with revision G dated 06/06/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent, label with the manufacturer's name or logo, city, state, model/series, and, following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein: , RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product of 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 i 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 NOAH 16-0714.06 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.17-0630.08 Expiration Date: March 26, 2021 Approval Date: November 30, 2017 Page I PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. ' DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 05-1018.01 and 07-0322.06) _ 2. Drawing No 4040-20, titled "Alum. Single Hung Window, Impact"; sheets 1 through 11 of 11, dated 09/01/05, with revision G dated 06/06/17, prepared by manufacturer, signed and sealed byAnthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Uniform Static. Air Pressure Test,- Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201:-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Durasee spacer system, Super Spacer® NXTTM spacer system and XL :EdgeTMspacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717; FTC-8968 and FTL=8970, dated 11116115, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted tinder previous NOA No:164714.06) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniforrrt Static Aii Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202194 .A) Large Missile Impact Test per FBC, TAS 201,-94' ""!5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, TAS 202-94 along with marked -up drawings -and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory; Inc., Test Report No. FTL-4957, dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. ' I 1. (Submitted tinder NOA No.' 07:0322, 06) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS,202-94- :2) Large Missile Impact Test per FBC; TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94' along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared -byt Fenestration Testing Laboratory, Inc., Test Reports No. FTL-4958 and FTL-5063,'dated 10/03/06 and 11/21/06, both signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 07-0322.06) . Manuel er , P.E. Product Contro Ex miner NOA-No. rrO630.08 Expiration Date: March 26, 2021 Approval Date: November 30, 2017 E _'f PGT Industries, Inc. iNOTIC&OF ACCEPTANCE: -EVIDENCE SUBMITTED B. TESTS (CONTDYUED) .. . 1 , , . .4.. Test reports,on: 1) Large Missile Impact Test per FBC, TAS 201-94 . • 2) Cyclic Wind Pressure Loading perFBC,,TAS 203-94 along with marked -up drawings and installation diagram o f an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4645, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. �,• .. i <. , (Submitted under NOA No. 05-1018.01 , , 5. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure;Loading•per FBC, T.AS 203-94 U; ,,, ; t along with marked -up drawings and installation diagram of an aluminum single hung window; with fin frame; prepared,by Fenestration,Testing Laboratory, Inc., Test Reports No. FTL-4649 and FTL 4723, dated 08/11/05 and 10/05/05 respectively, , ,,- • ., both signed;and sealed by Edmundo Largaespada; P.E. (Submitted under NOA No., 05-.1018.01), 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 , .•.A) Small.Missile Impact Test per FBC, TAS 201-94 ; 5) Cyclic Wind Pressure Loading per FBC, _TAS,203-94 6) Forced Entry Test, per FBC 2411.3.2.1,.TAS 202-94 along with .marked up drawings and, instalIation diagram of an aluminum single hung window, with fin frame, prepared by;Fenestration Testing Laboratory, Inc., Test Reports,No. FTL-4647 and FTL-4650,,dated 08/11/05, both signed and sealed by „ - Edmundo Largaespada; P.E.• (Submitted under NOA No. 05-1018.01), 7. Test reports on:.1) Uniform Static Air Pressure Test, Loading.per FBC TAS 202-94 ..2) Large Missile Impact Test per FBC, TAS 201-94 „• 3),Qygpc Wind -Pressure Loading per FBC,.TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared. by Fenestration Testing Laboratory, Inc., Test ;Reports No. FTL-4646 and FTL-4648, dated 08/10/05 'and,O A 1/05 respectively, both signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOANo, 0571018.01) an el ere P.E. Product Contr 1 Ex iaer NOA No. 7- 0.08 Expiration Date: March 26, 2021 Approval Date: November 30, 2017 E-2 PGT Industries. Inc. • 2 'NOTICE OF ACCEPTANCE::EVIDENCE'SUBMITTED C. CALCULATIONS ' ; ' . , ' ' 1. Anchor verification calculations and structural analysis; "complying with FBC 51h Edition (2014) and FBC 61h Edition (2017); dated 06/22/17, prepared by manufacturer, signed'and sealed, by Anthony Lynn Miller, -P:E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory'and'EcoaomicResources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No:15-1201.11, issued to'Emtmau Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 03/17/16, expiring on ' 05/21/21. t c , • „X 2. Notice of Acceptance No.16-1117.01 issued tdXuraray'America, Inc. for their "Trosifol® Ultraclear, Clear'and' Color PVB Glass Interlayeirs" dated 01/19/17, expiring'on'07/08/19.' F. STATEMENTS 1. 'Statement letter of conformance; complying,with FBC 51h Edition (2014) and FBC 6u' Edition (2017) dated June 22, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller;`P.E. • ' 2. Statement letter'of no finahcial,interest, dated June 22; 2017,>issued by manufacturer, signed and sealed by Anthony'Lynn Miller,P.E. 3. - Laboratory compliance letter for Test, Reports No) FTL-4957,,FTL-4958 and FTL- 5063, issued by Fenestration Testing Laboratory; Inc:, dated, 10/03/06, signed and sealed by Edmundo Largaespada,`P.E. • • ' •" • t (Submitted under NOA No. 07-0322.06) ' , I' 4. Laboratory compliande letter forTest Reports No: FTL-4646, FTL-4647, FTL- 4648, FTL4649, FTL-4650; and,FTL'=4723, issued by Fenestration Testing Laboratory, "• Inc., dated 08/10/05, signed and sealed by Edmundo Largaespada; P.E. (Submitted under NOA No. 05-1018.01), 5. ProposalNo.16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Isbaq Clianda, P.E. ' '• i (Submitted under previous NOA No. 16-0714 66) sr; •� G. OTHERS 1. Notice of Acceptance No.16-0714.06, issued to POT Industries, Inc. for their Series "SH-700" Aluminum Single Hung Window - L.M.I., approved on 08/18/16 and expiring on 03/26/21. E-3 ahu r , P.E. Product C0 rol E amiuer NOA-0630.08 Expiration Date: March 26, 2021 Approval Date: November 30, 2017 GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A 5/16- LAMI CONSISTING OF (2) LITES OF b8' ANNEALED GLASS WITH A.09G' KURARAY TROSIFOL? PVB (BY KURARAY AMERICA. INC.) OR.D90-SAFLEX`CVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) B. 5/1 S' LAMI CONSISTING OF (1) LITE OF 1/8-ANNEALED GLASS AND (1) LITE OF 1/8- HEAT STRENGTHENED GLASS WITH A .090'KURARAY TROSIFOLOPVB(BY KURARAYAMERICA INC.) OR.090'SAFLEX" PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) C. 5116- LAM[ CONSISTING OF (2) UTES OF 118-HEAT STRENGTHENED GLASS WITH A .090- KURARAY TROSIFOL *PVB (BY KURARAY AMERICA INC.) OR.090' SAFLEX` PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) D. 711 S' LAM] CONSISTING OF (2) UTES OF 3/16- ANNEALED GLASS WITH A.090• KURARAY TROSIFOO PVB (BY KURARAY AMERICA, INC.) OR.090' SAFIEX0 PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) E. 7116' LAMI CONSISTING OF (1) LITE OF 3116- ANNEALED GLASS AND (1) LITE OF 3116- HEAT STRENGTHENED GLASS WITH A .090-KURARAY TROSIFOL OPVB (BY KURARAY AMERICA INC.)OR.090' SAFLFX° PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) F. 7116'LAMI CONSISTING OF (2) LIMB OF 3116- HEAT STRENGTHENED GLASS WITH A.090' KURARAY TROSIFOL'M (BY KURARAY AMERICA, INC.) OR.090' SAFLEX OPVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) G. 13/16- LAMI IG: (1) LIM OF 1/B- TEMPERED GLASS, AN AIR SPACE AND 511V LAMI CONSISTING OF (2) LITES OF ifB' ANNEALED GLASS WITH A .090' KURARAY, TROSIFOL °PVB (BY KURARAY AMERXIA INC.) OR.DW SAFLEXe PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) H. 13116- LAMI IG: (1) LITE OF 1/8- TEMPERED GLASS, AN AIR SPACE AND 5/16' LAMI CONSISTING OF (1) LITE OF 11V ANNEALED GLASS AND (1) LITE OF 1/8' HEAT STRENGTHENED GLASS WITH A.090' KURARAY TROSIFOLR PVS (BY KURARAY AMERICA INC.) OR 49V SAFLEX *PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) ' I. 13116- LAM] IS: (1) LITE OF 1/8' TEMPERED GLASS, AN AIR SPACE AND ISMS- LAW CONSISTING OF (2) UTES OF 1/8- HEAT STRENGTHENED GLASS WITH A.090' KURARAY TROSIFOL �PVB (BY KURARAYAMERICA INC.) OR.090' SAFLEX° PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) J. 13/1S' LAMI IG: (1) LITE OF 1p' TEMPERED GLASS, AN AIRSPACE AND 7/16' LAMI CONSISTING OF (2) LITES OF 3116- ANNEALED GLASS WITH A .090'KURARAYTROSIFOL PVB(BY KURARAY AMERICA. INC.)OR.090'SAFLEX'PV13 INMRLAYER(BY EASTMAN CHEMICAL COMPANY) K. 13/16' LAMI IS: (1) LITE OF 1/8' TEMPERED GLASS, AN AIR SPACE AND 7/16' LAM) CONSISTING OF (1) LITE OF 3118' ANNEALED GLASS AND (1) LITE OF 3116' HEAT STRENGTHENED GLASS WITH A.OW KURARAY TROSIFOJ! PVB (BY KURARAY AMERICA INC.) OR.090' SAFLEX *PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) L 13/16' LAM] IG: (1) LITE OF 1/B' TEMPERED GLASS, AN AIR SPACE AND 7116' LAM] CONSISTING OF (2) UTES OF 3116' HEAT STRENGTHENED GLASS WITH A.090' KURARAY TROSIFOLTVB (BY XURARAYAMERIM INC.) OR.090' SAFLW PVS INTERLAYER (BY EASTMAN CHEMICAL COMPANY) M. 13/16- LAMI IS: (1) LITE OF IV ANNEALED GLASS, AN AIR SPACE AND 511V LAMI CONSISTING OF (2) UTES OF 118• ANNEALED GLASS WITH A .090' KURARAY TROSIFOL *PVB (BY KURARAY AMERICA, INC.) OR.WO' SAFLE%e PV13 INTERLAYER (BY EASTMAN CHEMICAL COMPANY) 2. CONFIGURATIONS:'OX' (111, VIEW AND RADIUS TOP, ALL W/ LOW OR HIGH SILL OPTION) 3. DESIGN PRESSURES: (SEE TABLES 1-3. SHEET 3) A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. S. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASO. CODM/STANDARDSUSED: :2017 FLORIDA BUILDING LODE (FSCk e111 EDITION �2014 MORKIA BUILDING CODE (Peck 8M EDRION -ASIM EIXMH ALUMINUM DESIGN 8FORWOOD CONSMtICDON ALUMINUM DESIGN MANUALAOAM2018 AISIS 12 .AISC 2a0.10 _ NOA DRAWING MAP • SHEET GENERAL NOTES ............. I GLAZING DETAILS ............ 2- DESIGN PRESSURES.......3 ELEVATIONS._ .................. 4 VERT. SECTIONS .... _....... 5 HORIZ. SECTIONS ............ 5 PARTS LIST ....................... 6' EXTRUSIONS .................... 7 CORNER DETAIL .............. 7 ANCHORAGE .................... B-11 MBteAel Wit. F7 I Mln. F„ Sted Sne1Y 92 ksl 12D k6l Eko UtmCord 155 kSl 177 ksl 410 SS Ebo OmteFleXS 127.4 ks1 1B9.7kd 6063-75Alurdmml 16 kel 22 kal A36 Steel 35 ksl 58 kel Or. 33 Steel Stud 33 KIM 45 Nsl 4. ANCHORAGE: THE 33113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT, SEE SHEETS B THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. 7. REFERENCES: TEST REPORTS FTL4645, FTL4646, FTL4647, FTL-0648, FTL4649, FTL4650, FTL4651, FTL4723, FTL4957, FTL49SS AND FTLS063. B7 ANSVAFBPA NDS FOR WOOD CONSTRUCTION - MI waa Forma ALUMINUM DESIGN MANUAL JU11114 8.SERIESIMODEL DESIGNATION SH700, ALSO REFERRED TO AS SH701. �a0 ......... `;' '•'P 9. THIS PRODUCT HAS BEEN DESIGNED B TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY �•�:*= HURRICANE ZONE(HVHZ). =*: 10. FOR INSULATED GLASS INSTALLATIONS IN THE HVHZABOVE 30 FT, ONLY GLAZING OPTIONS WITH TEMPERED CAPS(GL) ARE ALLOWED,:- O .,_. FF'fV ` - 0 NVENKE.PI%2I5 - ^s•' NOTES_'•.�iS;•,!2aKD7•: _GENERAL h1,i��NALL 10 JR 0LW0/I) O 10Yd1TEDANCNORAGETDFBC2M1. -cmr�.oFADnaF�t9e ALUM. SINGLE HUNG WINDOWIMPACT -m ALYNN MILLER, P.E. NTS 1 +11 4040,20 G FL P.EJ 705 'n Part9 - Dese"Ption Material 71 Kommedirg 4SG TPS Spacer System Seetfo :72 Ouanex SuperSpacernKrwhh Hot Melt Butyl Sated ror 73 ouanex I1uMseal Spacer Makdals 74 Carnal )d Edge Spacer 12' NOM. I I 44 12' NOM. I I GLASS BITE 11 C GLASS SITE tl REFlin CE TEST EFFORTS: FTLa717, 6E f- 70 37 70 IM' ANNEALED OR HEAT STRENGTHENED GLASS 3'16' ANNEALED OR HEAT STRENGTHENED GLASS 090 PVB INTERLAYER 090 PVB INTEPLAYER T W ANNEALED OR HEAT STRENGTHENED GLASS 3N8' ANNEALED OR HEAT STRENGTHENED GLASS 5116' NOM 7N 8' LAMINATED 51 LAMINATED. GLASS 80,81 or 82 7/16' LAMINATED GLASS 83,84 or 85 71-74 71-74 aE%TALLS INTERIOR[ 1 (ALL SECTIONS) KURARAY TROSIFOL 12'NOM. 12'NOM.' PVBINTERLAYER or GLASS BRE 46 N GLASS SITE SAFLEX°PVBIMERLAYER BY EASTMAN CHEMICAL COMPANY 70 38 70 4fIM' ANNEALED OR HEAT STRENGTHENED GLASS 3116' ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER .D90 PVB INTERLAYER - 12' ANNEALED OR HEAT 6TRENGTHENED GLASS 3M6' ANNEALED OR HEAT STRENGTHENED GLASS S116' LAMINATED 7116' LAMINATED AIRSPACE- AIRSPACE , 118' ANNEALED OR TEMPERED G1A56 118' TEMPERED GLASS - 13N6' NOM. 13/16' NOM. 13/16' LAMI IG GLASS W/ 5116' LAM] 86,87.88 or 92 13/1( LAMI IG GLASS W/ 7/16° LAMI 89,90 or91 KODISPACE 4SG TPS iTAslmU slucoNE FGAM wnH DEslccu7r R. GLASs, SUPER SPACER®NXT. DURASEAL® XLEDGEw n SP� ACE: 8SPACER , ME XFAYntF NOTE IAMIIGOUTBOARD LrrES MAY BE -- UPGRADED TO3116' WITH NO CHANGE IN DESIGN PRESSURE. * . No. 5870, FL P.E.# 68705 1N FLANGE OR INTEGRAL FIN WINDOWS W/HIGH SILL OPTION BASED ON FLANGED WINDOW TIP TO"TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH GLASS TYPE 63' 1 66• 1fib'1 T(r 1 72- 74" TABLE 1. L 76- 48' A,B,M -SD.0 1 -80.0 480.0 1 -80.0 1 +50.0 -80.0 1 +80.0 I -SM0 1 +80.0 1 -80.0 1 +80.0 1 -8D.0-1 +80.0 1 40.0 60" A,B,M +90.0 -80.0 +80.0 -80.0 +80.0 40.0 +BD.O 40.0 +50.0 40.0 i80.0 4i0.0 +79.0 -79.0 6Y A,B,M +50.0 40.0 +80.0 -80.0 +80.0 40.0 +80.0 40.0 +78.8 -78.8 +77.3 •77.3 +75.9 -15.8 631/8" -'A.B.M - +80.0 -80.0 +80.0 -80.0 +79.6 -79.8 +78.2 -78.2 +76.9 -78.9 +75.4 4E +74.0 -74.0 UPTOS3118' C,D,E,F,G,H,LJ,K,L +m.O 40.0 +80.0 40.0 +BD.O -80.0 +80.0 4D.0 +80.0 40.0 +80.0 40.0 +80.0 40.0 STANDARD VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS WI HIGH SILL OPTION BASED ON FLANGED WINDOW TIP-TO4113 FRAME DIMENSIONS WINDOW HEIGHT - WIDTH GLASS TYPE 38316" 44' 60de" 63" 7T 74" TABLE 2. TV 4r A,B,M ,+80.0 6D.0 +80.0 40.0 +80.0 ID +50.0 -80.0 +70.0 -70,0 -70.0 -70.0 +70.0 -70.0 S0• A,B,M a80.0 40.0 +80.0 40.0 +80.0 -80.0 +7%9 -79.9 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 62" A,B.M +80.0 -80.0 +80.0 -80.0 +80.0 40.0 +76.9 -76.9 +70.0 -70.0 +68.8 -65.8 +67.6 67.6 63118" A,B,M 1 +80.0 1 40.0 1 +80.0 1 -8.0 1 +80.0 1 40.0 +76.0 -75.0 +68.0 48.0 +68.7 46.7 +65.5 65.5 GPTos3v6" C.D,E,F,G,K1,J,K,L +B0.0 40.0 +80.0 -80.0 +80.0 40.0 +80.0 4D.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 CUSTOM VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION TABLE 3. BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WINDOW HEIGHT MINDS SASH HEIGHT (MAIL WINDOW HT. W/ SASH = 76" FLANGED AND IS- INTEGRAL FIN) WIDTH I GLASS TYPE 1711V 1 2211116' 1 283116' 1 333I4' 1 39SMr 4413116" I 6" W 118" D.E,F,J,K,L+ +80.0 60.0 +80.0 40.0 +80.0 40.0 +80.0 40.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 GLASS TYPES: TEST REPORTS - TABLE 4. A. d1S' LAMI- 1/S-A,.090,1I8'A FTL4647, 4648, 4723, 4957 B. 5116' LAM[ -(1/S"A..090.1/9'KS) FTL 4647. 4648 ' C. 611W LAMI -(1/8-HS,.0W,'US'HS) FTL4647, 4648 D. 7116- LAMI -(3/16"A.090. 3/1VA) FTL4646, 4885 E. 7/1W LAMI -(311G'A.090, WIG'HS) FTL4645 F.7/16-LAMI - 16'HS,.090, 3HG'HS) FTL4645 G. 13116' LAMI IG-1/8' T, AIR SPACE, 511W LAMI- 11W&.090,1/5'A) FTL4646, 4123 H. 13/16' LAMI IG-1l8' T, AIR SPACE, 6116- LAMI- II8'A..M,llS7HS FTL4648 1.13116"LAMI IG-118'T. AIR SPACE, d16'LAMI -lWHS,.090.1/e'HS FTL4646 J. 13/1B" LAMI IG -1/B' T, AIR SPACE, 7/16' LAMI- (3/16'A,.D90, 3116-A) WS' FTL4649, 4650 K 1 LAMI IG -1/8" T, AIR SPACE, 7111' LAMI - 1S-A,.090, 3116.11S) FTL4849, 4650, 4958 L 13110' LAM] IG-1/8" T. AIR SPACE, 7116• LAMI - 16'HS,.090, 3116'HS FTL4649, 4650 M. 13116'LAMI IG -IIWA,AIRSPACE, 5/16'LAMI -(1/B'A,.09D, 1/6'A) FTL-5063 '0' MEETING RAIL HT. -X' JH T, MEETING RAIL 'X' SASH J W NT. O• MINUS SASH HT. HT. MEETING RAIL 'X' iH NOTES: 1. WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF+64.0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN % PRESSURES ARE UNEFFECTED. = *i-58705'P 2. FOR INTEGRAL FlN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1' FROM THE FLANGED TIP -TO -TIP FRAME DIMENSIONS. 3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 SIB" MINIMUM TO 36" MAXIMUM. 4. GLASS TYPES C. G. H, AND I MAY BE USED IN SASH ONLY - �A '•5'T�}: ` 5. REFER TO ANCHOR QUANTITY TABLES 58 FOR ADDITIONAL OP 1moTEau+mo0Y0BNE °i®^' III LIMITATIONS. HYEIULE.fL9R)5 DESIGN PRESSURES 4,4�y�••.RoR1pA..:'�?�: .olrumirmae UM. SINGLEHUNG WINDOW, IMPACT �'%sI�N1AlLlIE�NG`�� Jlt 060AN] G NO CHANGES TN(SSlGE'f. �AL.,�ALYNN MIILER. P.E. NIS 1 3 a if 4040.20 G FL P.E.#68705 48 S/8'MA%. FI%ED DLO (ALL( I D� � 75, rN SEEF F• TABLE - f D►J HEIIF L 8 111B' SEE OLO =( j +, TABLE SASH 75' MA%. A A ' 'IF: I / HEI HT o 78' 1 FLANGED EE HT X j I 481WMAX 1 VENT OLD (ALL) DETAIL B DETAIL VIEW (STANDARD SASH) B E- 75' MAX T 175' MAX . " I I.F. I.F. _ He HT E� HEI HT SEE DLO .SEE OLD ' TABLE.,. O j � .TABLE O � 78' . HEMA%. L FLANGED FLANGED - -H� _ - T. HT - I 20' - � ' 20' SEE DLO TABLE X j SASN SEE DLO TABLE X j . SASH t HE HEIGHT B .DETAIL0 DETAIL VIEW (CUSTOM SASH) RADIUS TOP (CUSTOM SASH) NOTES: -1. SEE SHEETS FORVERTICAL AND HORIZONTAL SECTION DETAILS. 2. SEE SHEET 7 FOR CORNER DETAILVIEWS. - 3. SEE SHEETS B THROUGH 11 FOR ANCHORAGE INFORMATION. - 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETABS B 8 C) ARE BASED ON ATHREE OVER TWO FORMAT. CERT.OPAUM.� I DETAIL C RADIUS TOP (STANDARD SASH) 4 a 11 L 4040.20 * ] No, 58705 A LYNN MILLER, P.E. FL P.ES 58705 C H-2.784•—+{ NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS, (1) W FROM EACH SIDE OF SASH. 26 2% _ NOTE: BALANCE PARTS USED 1 INSIDE INSIDE VENT DAYLIGHT OPENING BASED ON SASH WEIGHT 31 - 9,10,11,15,16 MAX. 2.71W FIXEDLME DAYLIGHT 25 It OPENING L I - OUTSIDE 25 {�----MAX. FU(ED LITE DAYLIGHT OPENING , MA)L WIDTH SECTION A -A 6 - ourslDE INTEGRAL FIN (I.F.) FRAME SECTIONS INSIDE 23 47 SI T HEIGHT 21 I2.r"2 H I li1GH OUTSIDE � I 2. I LOW nil 5111 MAIL 1 DAYLIGHT 49 46 HT} HIGH SILL LOWSILL HEAD JAMB OUTSIDE OPENING • v (LOW SILL) \- Br m�1 . SEE NOTE ABOVE � 64 r 3 30 ULTRALIFT 69 67 P?: L,cF••, 12 ONLY ULTRALIFT 12 ONLY SECTION C-C *_ SECTION B-B RADIUS TOP v _ (LOWSILLSHOWN) ALTERNATE HIGH SILL (HEAD DETAIL- FLANGED VERSION) ?A�1., ��•i �� - tONTERxotWf oWVE _- o.EC � T ... - N.VEMCE. rLaurs SECTIONS 'FS ''•`•?P?1OP-•'�� eem.oFwuM�moALUM. SINGLE HUNG WINDOW, IMPACT 1AL .W 06W'17 O NOGNNGE57W59ffET. a�rem. `-'�� -®� w.e rwyre ..e ALVNN ^HILLER P.E. o.i,eF or _ ,w.naaK Fx &'INS it a�i�' 07 slrmo HH!/ 5 e }1 404420 G - FL PE.# 58705 REM I DWG.# DESCRIPTION PGT# 1' I 400M 612225 2 1155 #8XI.0000UADPN:SMS - 781POA 3 4003C FLANGE FRAME SILL(LOWSILL) 612226 5 1626 ADHESNE OPEN CELL FOAMPAO 7PPD7628 6 4004 FLPNGEFRAMEJAMB 612227 7 4025 SASH STOP 612244 B 4025 JSASH STOP (EGRESS) 1.125 LONG 612244 9 4029 ISPIRAL BALANCE,318", 6/8", OR 11116" 10 1080 BALANCE COVER,3OR SM' OBALCVR916 11 N X.75O PH. PN. SNLSB" - 7834AA 12 BALANCE BOTTOM BRACKET 7BALTBKT 13 1085N08 SASH TOP GUIDE - 42504 15 #B XI PHILLIPS FLATHEAD S. STL 78XIFPPX 16 1080-7 IIIALANCE COVER. WIS. 6SALCVR670 17 4053 ISASHSTOPCOVER - - 64053 18 4029-1 BASH BRACKET 7ULBRKT 18 #8-32XlVLG.PH.FH.TYPEFS.STL 7832Xl2FPFX 21 4054C IFLXED MEETING RAIL 640MC 23 4006C SASH TOP RAIL 64006 25 1235 IMTP.,.170 X270 BACK FIN BEAL 67S16G 26 1098 SWEEP LATCH 71096 27 1616 #8 X.626 PH. FL. SINS 7858 28 4007 SASH BOTTOMRPIL (LOWSILL) 612230 30 1226 WBTP.,BULBMNYL 1 - 8TP249 31 a008 SASH SIDERAIL 012231 34 1168 SASH FACE GUIDE 425D7 35 1622 LAM SETTING BLOCK3732"X25,64'X7' 11622K 36 1052 LAM IG SETTING BLOCK I"X314'X1/16" 71052K 37 1224 VINYLGLA2. BEAD BULB (THICp 6TP247W.K 38 1225 NNYLGLAZ.BEAD BULB (THIN) 6TP248K 41 4039B GVZINGBEPD. 5I16lAM GLASS. B4039B 42 4044B GLASWG BEAD, 5118LAMVNGRILLKIT -644703 44 4222A ICLAZING BEAD,7/16",LAM 64222 45 985C GLAZING BEAD, 7116-LAM WGRILL KR 6985 46 4067 GLAZING BEAD. 13116"LAM I.G. 64067 47 4071A2A FRAME.I.F.HEAO 84071 48 407 FRAME.LF.LOWSILL 64072 49 4073A FRAME.LF. HIGH SILL 64073 50 4074B FRAME. I.F. JAMS 04074 52 4009 SILL LATCH (EGRESS) OWSILL) 764009 53 1088 SPRING, SILL LATCH(EGRESS) 7SPRNG 2740 SILL LATCH(EGRESS) (HIGH SILL) 62740 1014c SCREEN FRAME(NOR. BVER.) 61014 K54 1630SCREEN CORNER KEYWRINGS 1631 SCREEN CORNER KEYWOUT RINGS 7101 1073 SCREEN SPRING 7CASP 1624 SCREEN SPLINE-.135 DIA FOAM 61624K ls+nau,mo O T.OFAM.I ITEM DWG# - DESCRIPTION PGR1 60 1635 SCREEN SPLINE-.135 W, HARD 61635K Bl SCREEN CLOTH. 61816 63 505 GLA7JNGCHPNNEL(.fi88X.500) 6533402 64 1161 96 X 1.000 PH. BUGLE TEK .706X1 87 _ GLAZJNG TAPE, 1116 X 112-7116 LAMA 62BW510 •68 4051A SASH BOTTOM RAIL (HIGH SILL) 64051 69 4050A' FLANGE FRAME SILL(HIGH SILL) 64050 70 SILICONE. DOW791, 899.995 OR GE 7700 80 AGLASS, 6116"LAM,(1/B'A.090 PVSAWA) 81 B. GLASS, 5/16"LAM, 118W090 PVBJ 18-HS) 82 C. GLASS. 5/16" LAN.(I/8'HS..090 PVB,118"HS 83 D. GLASS, 7116" LAM, (3118"A.090 PVB.3/16'A) 84 E. GLASS.7116" LAM, 3/16"A.090 PVB,3N8'HS) 85 F. GLASS, 7116" LAM, 11G'HS,.090 PVB,3/1VMS) 86 G. GLASS. 13/16"LAM IG: 1/8T, AIR SPACE. 5116'LAM,(IW&090 PVB,1 18'A) 87 H. GLASS, 13/16"LAM IG: 1/B'T, AIR SPACE, S/16"LAM,(1/8"A.090 PVB,1 B'HS) 88 1. GLASS, 13/16' LAM IG: 118T. AIR SPACE, 5/16-LAM, (IWHS,.090 PVB,IAB"HS) 89 J. GLASS, 13H6"LAM IG: I18"T. AIR SPACE. 7N6- LAM.3/16'A.090 FVB,3/16' ' 90 KGLASS 13h 6" LAM IG: 11117, AIR SPACE, 7/16'LAM, /16W090 PVS,31167HS 91 L. GLASS, 13H 6"LAM IG; 1/8T, AIR SPACE•7MS- LAM.3N6"HS..090 PVB.3116"HB 92 ' M. GLASS, 13N6" LAMI IG: IM-A AIR SPACE, 5116"LAMA 1/8WA.090 PVB,1MA) �2.784 1. .062 47 FRAME I.F. HEAD #40710. 606;.T6 49 FRAME, I.F. HIGH SILL #4073A, 6083-T6 O FRAME, I.F. LOW SILL #4072A, 6063-T6 THICKNESS 50 FRAME, I.F. JAMB #4074B, 6063-T6 (USED AS RADIUS TOP HEAD) 6 u 11 1 4040,20 * : No. 587M D lC'•FLORIDP:' '�l''rSAONAI A FL P. M9LLE(L P.E. FL E.# 58705 I.F. FRAME SEALANT ALONG ENTIRE JOINT 1 OT 47 _ I.F. FRAME I--2.764-�{ .082 r 662 I -2.830 2.330 ,.� 6 GrbO O FLANGE FRAME HEAD, L #4002A, 60B3.T(I ♦^2.784 O FLANGE FRAME SILL (Low) V ELD 1.749 3 0=30, TB 6 0f SU ALONG W0CREW SEALANT OR GASKET OSS(2) I ( AT HEAD AND SILL - - 2.710 1 _I-1.5,3�{ .736 J.490 • . 040 I VIEW 0.D VIEW E-E - • SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) FLANGE FRAME JAMB O7 SASH oe Os 17 SASHLl 840S3088P88C-T08VER _ FRAME CORNER C050ONSTRUCTION 04°°4,6063-T5 — (USEDASRADIUSTOPHEAD) 3'4B5 .file 1.�, I.m 1�---�Il�_T 'II------227°--�' ")' .efi !• '9 41 GLAZING BEAD, 5116' R4039B, 6088-T5 7002 (1.979 - 1'707 °°2 O SASH SIDE RAIL 062,_]III_� 31 #488e, so6ars SASH BOTTOM RAIL FIXED MEETING RAIL 2g ' SASH TOP RAIL-, pg (LOW)#aeo7 ses3_rs °� (-- .678 21 94054A, 8083HD-T6® N400fiC, fi063H5-T6--45"�- 1.096—I�--�I_T 7�.678 42 GLAZING BEAD, 5/16" z.326� 000 �,11Y..�� - #40448.6083T5 raoOUCTREV1sm 1.096+�iT (USED W/GRILL KIT) 062 R�ild"m3 Cede O GLAZING BEAD 7/16" L � 'D62D• $ #4222,6063-T5 .446 _3I L 2.639 , Am .as0 082 _ �4Z.678 GNG BEAD 13/1 r7J6" IG .�097 � .aONY LYNN '''. 46 LA#d067. fi083T5 A�:'JCEH'�%�((Ff SASHBOTTOM RAIL lcx) GLAZING D/18" - - - _ �Qr'! N. 58705FLAN FRAME (HIGH) 485o.60Tb6F8 84 e088 (USED W/GRILL KIT) =-a C e.vawce,Rm EXTRUSIONS& FRAME CORNER DETAIL "1`'•• m aam,T o HofJGNG6T109SHEET eeS.vaFnummae ALUM.-SINGLEHUNG WINDOW, IMP ACT �'iirl0(yp� wa., o,e - E:d,w.wwmu°s.w ' AL4NP.E.958R;5 FX w,w M ?/L397 a1000 HeH 7 e 11 4040,20 G FL P.Eit 58705 ANCHOR ' SUBSTRATE: ANCHORTYPE: QUANTITIES FOR III FLANGED WINDOWS - TABLE 5. - ANCHORAGE NOTES: 1. ANCHOR TYPES: 1-1/4' ELCO ULTRACONS OR#12 SCREWS INTO METAL 2- IM ELCO SS4 CRETE-FLEX 3-#125CREWS BASED ON THE 2'ANCHOR FOLLOWIINODIMENSIONS. HEAD -1812' MAX FROM TOP CORNERS JAMBS- 1712' MAX FROM TOP CORNERS 15'MAx. FROM BOTTOM CORNERS MAX BELOW MTG. RAIL SILL -ANCHORS NOT REQUIRED SILL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. FOR 4. FLANGED WINDOWS. INTEGRAL FISN DIMENSIONS ARE 1'LE85. S. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATEA MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. 8. REQUIRE 4, SHEET II FOR METAL SUBSTRATE REQUIREMENTS. _ - TABLE KEY: MAX PSF (DP LBNTED) 118 - FEAD 2 JAMB ABOVE MTG'RAIL pROWCTPBVISi� JANB BELOW nmmply�.•I;bu.PmA81 n�IJmsD,J, MTG. RAIL n«sw�1•e G/�3D.Og e.� 2D21. (FULL DP) Sy. 'I HEAD 2 min p,oe,Xt 2 3 MTG. RAIL .,`'oW LYNA( JAMB BELOW MTG. RAIL �s SEE TABLE 1 FOR _ *' i• No. 58705 = FULL A - =� i� WINDOW HEIGHT _ - 28.603 34.603 40,60.3 46.6D3 52603 58.603 64.603 76.000 m p 5 U z NO U U Z `O V m p NANO 3 U 2" U U z ON�NU U t? p }� U z U Z UNONU m p V Z U Z UNgOgN� m p 3 U Z U r_ z UNpOpNV m p 3 U Z U Z �NQOQNU m p 5- U Z 'U 2 UHON� m p U Z U Z U WNDOW WIDTH. GLASS I.TOg TYPE 19.125 C,D,E,F,G, H,4J,KL 1 1 1 1 1 1 '1 1r 1 1 1 1 1 1 1 ]• 1_ 1 1- 11 1 1 ,13 tit 11 1 2 L1 .1` 1!2 22 1�2 2T2 2 2 2i2 212 2 2 2 22 �2 2 2 2T2 2�2 2 2 22 2;2 LI, 2T2 3T3 Ag M1 _ 1 1Tz 1 ._._. 15 _ 1 1T1 1 _(._ 1,2 1 _._. 1:1 1 _L 1i2 1 .._(_ 2;2 1 __._ 112 _ 1 22 1 T 2i2 1 ...._.._ 212 1 212 1 T..._y— 2i2 1 212 1 _2 212 . 1 2T 1 r 212 1 .,_ 212 1 .. ..�. 2r2 i 2t2 1 — 2,2 _ 1 2T3 1 _.r 2,2 1 .�.._ 3,3 24.000 C.D.E,F,G, H,4J,K,L 1 1 1 1 1 1 1 1 1 1 1- 1 1 1 1 1 1 1 1 1 1 1 1 1 1;2 111 1�2 1 2 1 2 1 2 2 2 ij2 2 2 2 2 2 2 2 2 2 2 2 2 222 2 3 2 2 2j2 2 3 2.2 2r 3 3 2i2 3r qB,M 1 1 2 1 1T7 1 1 1 2 1 1 2 1 1 ;12 1 1J2 1 2T2 1 1T2 i 2 2 1 212 1 2F2 1 2T2 1 2'2 T7 2T2 11 2[2 4_ 2j3 1 2 2 _t_ 22 L_ 213 ,1 2 2 1 2 3 1 3�3 1 2 2 1 3 3 32.ppp C,D,E,F,G, H,LJ,KL 1 T 1 12 1 2 2 _i__- 2 3 7- 1 2 1 212 ^7 2 3 _ 1 1i2 1 _ 2 3 1 2 3 1 _ 22T2 _ 1 2j3 +t132 1 2T3 2 3T3 1 T.. 212 1 _.-. 3 3 2 3 4 1 3 2 1 313 2 3'4 1 313 1 4 4 qBM 1 1@ 1 1'2 1 2 22 1 3 1 1'2 ,1 212 1 2j3 1 1'2 1 2 3 1 2j3 1 2'2 1 2 3 2 3 1 3 3 2 2 1_11 33 3 4 312 1 3 3 1 314 1 3 3 1 4 4 37.000 C,D,E,F,G, H,4J,KL 1 221 1 322 1 1 ��77-- c131j223 1 __ 1 2 23222132 1 _ 1 2 32221323232I3342333 1 2 2' 1 2 2�' 2 1 2 2 343'a 1 r 2 34 2 3 5334 1 2 4 qB,M 1 2{2 1 1'!2 1 212 1 2 3 1 1 2 1 213 2 .�.. 2i3 1 _... 2j2 1 2I3 _ 2 2I3 1 212 2 ._..._ 2i3 2 2i3 1 . . 2i3 2 ...... 213 2 . .. 3�4 1 ..r 2 3 2 3i3 2 .. 3�4 1 _.___. 313 2 314 2 ,___ 3 5 1 3j3 2 414 40.000 PSF 79 C,D,E,F,G, H,I,J,KL 2 2 2 • 2 1T2 2 2 2 2 213 2 2i2 2 2 3 2 213 2 2 2 2 2T3 2 2(3 2 2T3 2 2i3 2 2'4 2 2 3 2 3 3 2 3r 2 2 3 2 3 4 2 3 6 2 3i3 2 314 2 4 5 2 3 3 2 4 4 AB,M 2 2 2 2 1!2 2 212 2 2i3 2 i 2 2 213 2 2i3 2 2i2 _2 2T3 2 2 33 2 2i3 2 2,3 2 214 2 2i3 2 3�3 2 3T4 2 2 3 2 3T4 2 3 5 2 3!3 2 314 2 4T 2 3 3 2 4T4 44.000 ,•PSF 79 C,D,E,F,G, H,I,J,KL 2 2 2 2 2T2 2 2 2 2 2 3 2 212 2 2 3 2 2 3 2 2 2 2 3 3 2 2 4 2 2 3 2 3 _2_. 34 2_ 2 3 2 3 3 2 3 4 2 2 3 2 3 4 2 3 5 2 313 2 314 2 4 5 �2- oiq 2 4 5 2 2 2 2 2j2 2 2 2 2 213 2 2;2 2 2i3 2 2'3 2 212 2 3i3 2 2 4 2 2 3 2 313 2 3i4 2 2 i 2 3 3 2 3 4 2 2 3 2 3 4 2 3 5 _2 3'3 2, 314 2 4`5 2 3 4 2 4 5 48.000 PSF 78 78 - C,D,E,F,G, HIJ,KL 2 2 2 2 2i2 2 2 T 2 2i3 2 212 ,.2_. 2 3 _2. 314 2. 213 -2 3T8 ,,, 2 3T4 2 2 3 2 3,4 2 3T4 2 2�3 2 3 4 2 3 5 2 3;3 2_ 3T4 3 315 2 313 2 4;5 3- 416 2 T r2 6Io AB,M 2 2 2 2 212 2 T T 2 23 _2 222 2 213 _2 r 3Iw 2 T 2 3 3 2 3 4 2 213 2 3�4 2 - 3I4 2 213 2 33 2 3 5 _ 2 3 3 _2 3T4 3 _r_ 315 2 ._� 33 2 _._ 416 3 -.- 4;6 _ 2 3j4 2 6T5ABOVE 53.125 PSFI.72 1 791 79 1 1 C,D,E,F,G, H,LJ,KL T 2 2 _.2 2;2 2 2 T 2 2 3 _2 2;2 2 2 3 2 3!4 2 213 2 3'4 2 ._. 314 2 _.f. 2 3 2 3r4 3 .__ 314 2 ..— 3 3 2. 3!4 _3,. 3�5 2 3T3 2, .,._... 4 4 3_ 4T6 _2..3 3 4 4;5 3 4`6 .?.._3 3i4 5 6 qB.M 2 2 2 2. _ __ 2 2 2 2 2 2 2 3 . _I . 2 2 2 _'_. 2 3 _ 2 3:4 2 _i 2 3 2 3 4 2 3i4 2 _ 2:3 2 , _ 3i4 3 _... 3I4 2 313 2 3�4 3 Ti.2 35 2 3,3 2 ... ._ 414 3 _ _ 415 2 _ 3!3 2 _.1 4 5 3 __. 416 2 _ _ 3[4 3 4(5 le,Naeo-lmo CERI. CFAUIH. am r ,emr .ss p,vnarevmso"e ® ANCHORAGE SPACING 1/1 WINDOWS •'"�''� %�i`S;'•.`?omm�: G�2,` 0.L%M/M114 FL P.E.958705 ALUM SINGLE HUNG WINDOW, IMPACT JR Gi98N7 O NOCMNGESTKISSN . rrsa sroea NTS 8 • 11 dwr 404D80 ,,. G Fie_7=05 Jl ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE S. - WNDOW HEIGHT " SUBSTRATE: 29.655 37A55 44.655 52.155 59.655 67.165 74.055 70.000 ANCHORTYPE. ❑ ci cp" S O V o O11i U ❑ Q211�0NO—Ooi $ U U O U ❑ g�gNO S o U O SON ❑ ❑ p❑pNO�Oci�NO`Oci 5 O 00 U ❑ V U U U ❑ pzol❑pN0— 5 O U O O U ❑ NOgg 3 V N❑`ONON❑7O U U V ❑ U U V U WNDOW WIDTH.. GL4SS TYPE. C,D,E,F,G, H,I,J,KL 1 1T1 1 111 1 ;`� 1 ziz-z _1 , zl2 zi 2T z;2 2T2T zfz 2Tz ill 212 z 221z zz 3i2 2T2 3 2 3T2 2T2 3!2 19.125 A,B,M 1 1T1 1 m 1 1T1 1 212 1 2T7 1 2T2 1 272 1 211 1 2 2 1 2T2 1 212 1 2'2 1 212 1 2T2 1 212 1 2T2 _1 2 2 2!2 3I2 2r2 3'2 312 1 2!2 ,1 3r - PSF 79 - -- _ 24.0D0 C,D,E,F,G, H.IAKI 1 1 1 -I- iT7 1' 1 1 1 212 _1 1 1 1 2T2 1 2T2 1 212 1 2T2 1 2�2 1 2�2 1 2 2 1 21 1 2T2 1 3.2 1 3T2 1 2 2 1 3 2 1 312 1 2 2 1 3T2 1 3 22 1 2 2 1 3!2 1 - 11 1 1 1T1 2f2 111 2T2 2T2 2T2 2 2 Q 212 2 2 2 2 2 2 1 3!2 3T2 23 ,1 3 P 3 2 2 2 3T2 3�2 2i2 3 2 69 - 77 1 1 1 1_________32.000 TT1 1 1 212 212 12 3 2T3 2 2 2 2 313 2r2 3 3 313 3T2 3 3 3 3 212 313 413 3 2 413 4[3 3'213 1 1 1 1 1 1 1. 1 1 2 1 1 2 1 1 1 1 11 1 JH 111 1 1 2 2 212 212 213 2 2 2 2 313 2 2 3 3 313 312 3 3 3 3 2 2 3J3 4i3 3 2 bi3 4 3 312 413 39 67 79 37.000 1 1 1 11 1�1 .1 1 2 2 2 1 212 1 2r2 2 2 3 1 2;2 2 2 3 2 3;3 1 212 2 3�3 2 3 3 _1 3 3 2 W5 2 3 3 1 3�2 2 3 3 2 4T3 1 3T2 _2 4r3 2_1 4 4 312 2 413 1 1 1 1 1 ("i 1 Y 1 2 2 2 1 2 2 1 2T2 2 2T3 1 2T2 2 2 3 211 3T3 2 2 2 3T3 2 3 3 1 3 S 2" 4.3 2 313 1 3l2 2 3T3 2 a 3 1 T 2 a13 2 4144 1' T 2 4T • PSF B4 79 62 79 40.000 C,O,E,F,G, H,I,J,KL 2 111 2 111 '2 2 2 2 2 2T22T2 2 2 213 2- 2T2 2. 313 2 313 2 212 2 3r34�j33T3 2 2 2 4133T33 2 2 34T34!4 2_ 2 2 3 3 2 4I3 2. 414 2 313 2 613 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 •2 2 2 A,B,M 1 1 1 1 1 1 2 2 2I2 2T2 2 3 T 2:2 3f3 3'.3 272 3 3 4F3 3T3 4:3 3T3 3�3 4T3 4T4 3!3 4r3 4�4 3,3 5 3 PSF 49 79 56 79 79 gq,000 -H•LJ,K,L 1 1 1 1 2 1 1 2 2 2 2 2T2 2 2 2 2 3i3 2 212 2 3T 2 3T4 2 2 3 2_ 3T3 2 4 4 2 3T3 2 4'3 2 4r!4 2 3!3 2 4T3 2 4T4 2 3 3 2 473 2 4i4 2 313 2 514 2 2 2 2 2 -2 2 2 2 2 2 2 2 2 2 2 z •2 2 2 2 2 2 2 A,e,M 1 1 1 1 1 1 2 2 2 2 2 2 313 212 3 3 314 2-3 3T3 414 3 3 4!3 4!4 313 4T3 4i4 3T3 4 3 41-4 3i3 ST4 PSF 45 74 51 74 79 79 48.000 M,I,J,KL 1 1 1 1 2 1 1 2 2 2 2 2f2 2 2121313 2 1 2 Fil 2 31 2 314 2 35 2 3Q 3 4j4 2 3 3 2 iA 2 4T4 2 3i3 2 4.4 3 4i4 2 4 3 •2 5'4 fl414 2 4 3 2 5 4 A,B,M 2 4 2 Y t 1 2 1 1 2 2 2 2 212 2 2 2 2 3 3 2 212 2 3'3 2 3?4 2 313 2 3T3 3 4�4 '2 313 2 44 2 414 2 3i3 2 bi4 3.2 4'14 4T3 2 4 2 3 2 5,4 ,PSF 41 67 /6 67 7s 79 - - 53.125 C,D,E,F,G, H,I,J,KL 2 1 2 1 1 1 2 1 1 2 2 2 2 2'2 2 2 2 3 3 3 2 3:3 2 3T3 3 4"4 2 3.3 3 4,4 3- 4:4 2 3,3 3 4'4 3 44 2 3 3 3 4 4 3 5'S 2 4,3 ,3 5:4 3 5.5 2 4.3 3 5 4 . ABM 2 1 2 1 1 1 2 1 1 2 2 2 2. 2r2 2 2 2 3 3 3 2• 3T3 2 3i3 3 4 4 2 3 3 3 4T4 3 414 2 3T3 3 4 4 _3 A! 2 3!3 2 414 3 Y4 _2 4T3 '3 5 4 514 4i3 514 C .CFMIM8 1. ANCHOR TYPES: 1 -1/4' ELCO ULTRACONS OR S72 SCREWS INTO METAL 2- Ile ELCO SS4 CRETE-FLEX 3- 912 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD -181Q' MAX. FROM TOP CORNERS ., JAMBS-171/J' MAX. FROM TOP CORNERS IS'MAY- FROM BOTTOM CORNERS ` C MAX. BELOW MTG. RAIL SILL -ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR OUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE V LESS. 5. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE 6. SEE NOTE 4, SHEET 11 FOR METAL SUBSTRATE REQUIREMENTS. TABLE KEY: JANB ABOVEU MTG. RAIL JAMB BELOW" MTG. RAd JANIS ABOVE 21 2 MTG. RAIL .NY LYNV JAMB BELOW ;��'�:�'•�c�+sF ?;• MTG. RAIL * : No. 58705 SEE TABLE 2 FOR FULLDP =T:• 9 • 11 1 49e0-20 ANCHORQUANTITIES ABOVE MEETING RAIL HEAD &JAMBS CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE7. - W WOOW HEIGHT MNUS 50.5H HEIGHT FROM TABLE 9. SUBSTRATE; 17.125 MESS 28.277 1 33.754 39296 1 44.839 50.3B2-_ 65.925 ` ANCHOR TYPE: a 5 U �' O ❑ 01 gDg�❑�01�'10pp"O�ONO"p�ONOp�❑-Q 3 U U Q U_ o 3 o U U U o U U U U o 3 U ct U - U a Ng❑"O'OOT +� o U o U ❑ pap 5 U "1O'-O U Q❑ U Kpap"O^O 3 U -_ U_ O U W9iz. DOW WmTH GLA$$HOp"❑�.a TYPE 19.125 -, D.E.F,J, K.I. - 1 i.. t ...j. .1 j •1 2 1 2 1 2 ,1 �2 t '2 1 2 1 2 1 .. 2 .?-._ 2 .1.. 2` _ i- 2 1 2' 7. 3 ,7 2 1 ._.. 3 1 3 1 2 1, ... 3 - 1; .... -3 1 3 1 ._._ 3 D,E,F,J K,L 1 1 ... 1 1:....-1 1 1 2- 1 2--- 1 2- .1 2. .-1__ 2 _ 1 2 7.-. 2. _?.,,,. 2 t, 3 _?,_..1 3 2 . 3 _ ._..._ 3 _. 2 3 .3..._ 3, _ . 3 3 1 ._ _ 3 1 _...,. 3 i 4 D,E,F,J K.I. 1 j 7- 1 1 7 1 2.2 1 1- 2 2_ 3 1 2 _ 132 ,,. 3 3 9 3 3 2 3 4 3 4, 4 3 4 7 5- 1- 3 1 5F PSF -79 F3OD D,E,F,J, ' K,L 1 . _- 1 1; 1 1- '7 2, 2 .._t_. 2 2 2,.. 3 -2 2 2_ .._. 3 1 3 2 ...__ 4 2 ___ 3 'I- ..__. 3 2 ..._ 3 .2_, 4 _ •1.,, 3 _ 21 4 2 .-.... 4, 1 ..._. 4 2 _._ 5 2 5 1 4 2 5 2' 3 PS - -79 79 79 79 D.E.F,J, �K,L1 2 2 1'-1 2 2 22- 2 2, 2 2 -9-�3- 2 2 3 2 __. 4� 2 _-.. 3 2 _._. 4 2 ... 4 2 ._. 3 2 .. 4 2 4 2 3 2 5 2, •4 2 4 2 5 2 5' 2 .4 2 6 PSF 79 76 79 77 79 79 79 1 . 44,000 ' D,E,FA K,L 2 1 2 1 •2 1 2 2 2 -2 2 2 2 3 2 3 2 3 2 4 2 4 2 4--4 2 2 2 5 2 4 2 -3 2 5 2 5 2 4 2 5 2 5 2 4 2 3 6 PS 78 79 70 79 79 71 79 73 76 48.000 D,E,F.J, XL 2 2 2 2 - 2 2 2 2 2 3y- 4 2 4 3 4 2 6 2. 4 .,2 5 3, 5 2 4 2 6 3, 6' 2 4 2 8 3 e 2 5 2 8 1 1 1 2 2 2 3 3 3 PSF 71 79 63 71 79 64 74 66 77 69 u9 5&125 D,E,F,J. KL 2 -2 2 2� 2 2 3 2 2 3 2 4 3 3 5 2 4 3 6 3 8: 2 3 3 S 2 5 3 7 6, 6. 2 6 3 7. 1. 1 1 2. 2 2' '9 ' 3 -3 4 4 5 6 ANCHOR QUANTITIES AT,JAMBS BELOW MEETING RAIL; CUSTOM FLANGED WINDOWS BASED ON SASH HT. ' TABLE 8. SASH HEIGHT SUBSTRATE, 12.T76 _ 15.776 -1 18.778 21.776 "24.776 - 27.776- 30.T76 31.108 -. ANCHOR TYPE�O �$�"8�8"g z i no"yi 8 8"N"1",8 �zk22 no -z ��o"z,_yz �1o"i zn�",.iw D Pew 8WDTH w ow 19.125 1 1 1 2 1 2 2, 2 224.000 2 -1 1 2 -1 2 2 2 2 2 2 2 2 2 2 3' 2 2 3• 2 2MIXED 2 1 2 2 2 2 3 2 3. 3 2 3 3 2 3 4 2 3 4 2 3 79 37.000 2 -7' 2 2 74 4O,ODD 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 3 4• 3 4 68 78 44.000 2 2 2 2 2 2 3 2 3 3 3 3 4 3 3 4 3 4 51 3 4 89 72 79 M35 48,000 2 2 2 2 2 2 3 2 3 4 3 3 4 3 4� 4 3 4 5 3 4 73 5S 66 .53.125 2 3 3 3 4 3.. 4 4 .3 4 5 3 4 5 3 5 1. ANCHOR TYPES: 1-1/4- ELCO ULTRACONS OR#12 SCREWS INTO METAL 2. 1/4' ELCO SS4 CRETE-FLEX �2: ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING -..DIMENSIONS: •HEAD-1812' MAIL FROM CORNERS ' JAMBS -17.12- MAX, FROM TOP CORNERS 1112' MAX ABOVE THE MEETING RAIL . V MAX BELOW MTG. RAIL IS- MAX FROM BOTTOM CORNERS SILL -ANCHORS NOT REQUIRED - 3. DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM VIEW WINDOWS FROM TABLES 7. AND 8. USING THE DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7. FOR I ABOVE THE MEETING RAIL AND TABLE 8. FOR BELOW. 4. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW WINDOWS ARE 12 SW MIN. TO 38- MAX 5: TABLE MOTH AND HEIGHT DIMENSION ARE FOR "FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1' LESS. S. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE NTH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. 7. SEE NOTE 4, SHEET 11 FOR METAL SUBSTRATE REDS. TABLE 7. KEY: M4X PSF SEETABLE3FOR IDP LIEWEDI 712 FULL DP MB HEAD 2 JAABOVE 2 MTG, RAIL FIAJ DP _ HEAD 2._ JAMB ABOVE 4 MTG. RAIL TABLE 8. KEY: MAX PSF IDP LBWIED) N2 JAMB BELOW 2 MTG. RAIL ate•.:.-.:: •4f FULL DP '',:•'�icENa,�'•.. 'JAMB BELOW 2 = No. 58705 _ MTG. RAIL SEE TABLE 3 FOR - FULLDP a �.� sxm0 I NTS 1 10, a 11 1 4040-20 1 G I FL P.E.# 68705 i-W4'MIN. (ULTRACON ANI EXTERIOR INTERIOR LtlF AND SILL DETAILS) 7' _._ 7 3f4'MIN. K ,D BUCK 4' D BUCK NOTE 3) i14' MAK SHIM DETAIL A 1-1/4' MIN. EDG I-W4' MIN. EDGE 1/4' CONCRETE ANCHOR FH BELOW MEETING RAIL. (SEE NOTE 2) 3.35 KSI MIN. CON „e, ;•~—OR iS KSI MIN. U NOTE 3) WOOD ANCHOR 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY (SEE NOTE 2 S 3) APPROVED 1/4' ELCO ULTRACONS OR 1/4' SS4 CRETE-FLEX. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 314' FOR ULTRACONS INTO CONC.. 2.12' E.D. FOR ULTRACONS AND CRETEFLEX INTO CMU AND CRETEFLEX INTO CONC. 1' MIN. EDGE 2. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE #12 STEEL SCREWS (GS), 1/4' SS4 CRETE-FLEX FOR DETAILS B S D OR 0.131'0 x 2.1R' COMMON NAILS (FIG67 NIL CM 9-07 Z (Sd)) Bd PENNY SS ZINC COATED COMMON NAILS, TYPE I• STYLE 10—FIN MOUNTED ONLY (SEE DETAILS E, F AND G THIS SHEET) 1M� J. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 12'. 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2x ARE 112' THICK OR GREATER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM, THE ALUMNUM SHALL BE A MIMMUM STRENGTH OF . SHIM 606345 AND A MINIMUM OF I/B' THICK FOR ATTACHMENT TO STEEL OR STEEL STUDS, DETAILS THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 33 KSI AND A MINIMUM OF.045' THICK THE METAL STRUCTURAL MEMBER SRALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A#12 SHEET METAL SCREW WITH FULL AU S CRETEFLEX INTO CONC.) ENGAGEMENT INTO THE METAL. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ULTRACONS MAY BE USED. 13m* MIN. 5. ANCHORS ARE NOT REWIRED AT THE SILL OF FLANGED UNITS. B. FLAT HEAD ANCHORS, WHERE REQUIRED, MUST HAVE#12 TRIMFIT HEADS. 7.MATERIALS. INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE O 1' MIN.EDGE FLORIDA BUILDING CODE. Lix BUCKOPPTIO_NAIeWITH SOLID CONCRETE OR CMU SU E (SEE NOTE 3) DETAIL D TYPICAL FLANGED JAMB ANCHORAGE 1/4' 518'MIN.EDGE 2AM EMBEDMENT MAX. n T� SHIM ,�I II II�-WOOD FRAME _ r .131' DIA. MIN. x 212' NAIL, ATCORNERS AND 6' O.C. RAIL (SEE NOTE 2) 4 INTERIOR (ALL JAMB DETAILS) EXTERIOR ID 1/4' FRAME MAX _SHIM .131' DA. MIN x 212'NAIL, AT CORNERS AND 5. O.C. WOOD FRAME L•'DIA.MIN. x 2 O MAX AT COMERS AT SHIM AND 5 O.C.' O.C. 2-1 DETAIL F, (HEAD) DETAIL E, (JAMB) DETAIL G, (SILL) TYPICAL INTEGRAL FIN ANCHORAGE 4 : Nm SB705 FJRX OBM✓i] G RENSm TON4TtllAEW20nTeCAAYJ/ORAGE .m I d.,ea a. �INIgLN"o nmra" ALUM. SINGLE HUNG WNDOW, IMPACT A1LYNLP.E.� 8nPl7 s1nn0 NMI 11 a 11 1 400620 I G FI P.E.#58705