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Home My WebLink AboutProduct Approval M CAM I°DADS MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)3I5-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.1ov/economy PGT Industries,Inc. 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: one:DESCRIPTION: Series"SH-700"Aluminum Single Flung Window—L.M.I. APPROVAL DOCUMENT: Drawing No. 4040-20,titled"Alum. Single Hung Window,Impact", sheets 1 through I I 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 or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#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 CM1AM1T&-QADFEMC0UNTY w Expiration Date: March 26,2021 ° Approval Date: November 30,2017 Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED A. DRAWINGS 1. Manufacturer's die drawings and-sections. (Submitted tinder 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 by Anthony 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, DuraseO spacer system, Super Spacer®NXTTM spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega,P.E. (Submitted under previous NOA No. 16-0714,06) 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) 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 fm frame,prepared by Fenestration Testing Laboratory,Inc., Test Report No. FTL-4957, dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under 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 by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-4958 and FTL-5063, dated 10/03/06 and 11/21/06, both signed and sealed by Edmundo Largaespada,P.E. (Submitted under NOA No. 07-0322.06) L Manuelere P.E. Product Control Ex finer NOA No. -0630.08 Expiration Date: March 26,2021 Approval Date: November 30,2017 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. Test reports on: 1)Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of an aluminum single hung window,with fin frame,prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4645, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (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, TAS 203-94 along with marked-up drawings and installation diagram of an aluminum single hung window,with fin frame,prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-4649 and FTL-4723, dated 08/11/05 and 10/05/05 respectively, both signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 05-1018.0.1) 6. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FSC TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 ..4) Small Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1, TAS 202-94 along with marked-up drawings and installation diagram of an aluminum single hung window,with fin frame, prepared by Fenestration Testing Laboratory,Inc., Test Reports No. FTL-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) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of an aluminum single hung window,with fin frame,prepared by Fenestration Testing Laboratory, Inc.,Test Reports No. FTL-4646 and FTL-4648, dated 08/10/05 and 08/11/05 respectively, both signed and sealed by Edmundo Largaespada,P.E. (Submitted under NOA No. 05-1018.01) an el ere P.E. Product Contr 1 Exa iner NOA No. 7- 30.08 Expiration Date: March 26,2021 Approval Date: November 30,2017 E-2 PGT Industries,Inc. 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 Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 15-1201.11 issued to Eastman Chemical Company(MA) for their"Saflez Clear and Color Glass Interlayers"dated 03/17/16, expiring ori 05/21/21. 2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America,Inc.for their "Trosifol®Ultraclear, Clear and Color PVB Glass Interlayers"dated 01/19/17, expiring on 07/08/19. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 51h Edition(2014) and FBC 6th Edition(2017),dated June 22, 2017,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial 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. (Submitted under NOA No. 07-0322.06) 4. Laboratory compliance letter for Test Reports No.FTL-4646,FTL-4647,FTL-4648, FTL-4649,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. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda,P.E. (Submitted under previous NOA No. 16-0714.06) G. OTHERS 1. Notice of Acceptance No. 16-0714.06,issued to PGT 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. aitu r z,P.E. Product Co rol E aminer NOA -0630.08 Expiration Date: March 26,2021 Approval Date: November 30,2017 E-3 - - I GENERAL NOTES:IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS CODES FLORIDA/STADARDS USED: X2017 FLORIBUILDING CODE(FRC),8TH EDITION 1.GLAZING OPTIONS:(SEE DETAILS ON SHEET 2) X2014 FLORIDA BUILDING CODE(FSC),5TH EDITION ASTM E1300-04 6ANSI/AFBPA NDS-2015 FOR WOOD CONSTRUCTION A.5/16"LAMI CONSISTING OF(2)LITES OF 1/8"ANNEALED GLASS WITH A.090'KURARAY TROSIFOL!PVB(BY KURARAY AMERICA,INC.) -ALUMINUM DESIGN MANUAL,ADM-2015 OR.090"SAFLEX'PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) •AISI 310x12 B.5/16"LAMI CONSISTING OF(1)LITE OF 118"ANNEALED GLASS AND(1)LITE OF 1/8'HEAT STRENGTHENED GLASS WITH A •AISC 3sa1 I .090"KURARAY TROSIFOL®PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEXe PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) C.5/16"LAMI CONSISTING OF(2)LITES OF 1/8"HEAT STRENGTHENED GLASS WITH A NOA DRAWING MAP .090"KURARAY TROSIFOL®PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX® PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) D.7/16"LAMI CONSISTING OF(2)LITES OF 3116"ANNEALED GLASS WITH A.090-KURARAY TROSIFOO PVB(BY KURARAY AMERICA,INC.) SHEET OR.090"SAFLEX'PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) GENERAL NOTES.............1 E.7/16"LAMI CONSISTING OF(1)LITE OF 3/16"ANNEALED GLASS AND(1)LITE OF 3116"HEAT STRENGTHENED GLASS WITH A GLAZING DETAILS............2 .090"KURARAY TROSIFOL'PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX® PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) DESIGN PRESSURES.......3 F.7116"LAMI CONSISTING OF(2)LITES OF 3/16"HEAT STRENGTHENED GLASS WITH A.090-KURARAY TROSIFOL ePVB(BY KURARAY AMERICA,INC.) ELEVATIONS.....................4 OR.090"SAFLEX®PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) VERT.SECTIONS.............5 G.13/16"LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 5116"LAMI CONSISTING OF(2)LITES OF 118"ANNEALED GLASS WITH A HORIZ.SECTIONS............5 .090"KURARAY TROSIFOL®PVB(BY KURARAY AMERICA,INC.)OR.090'SAFLEX°PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) PARTS LIST.......................6 H.13/16"LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 5/16"LAMI CONSISTING OF(1)LITE OF 1/8"ANNEALED GLASS AND(1)LITE EXTRUSIONS....................7 OF 118"HEAT STRENGTHENED GLASS WITH A.090"KURARAY TROSIFOL® PVB(BY KURARAY AMERICA,INC.) CORNER DETAIL..............7 OR.090"SAFLEX®PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) ANCHORAGE....................8-11 I.13116"LAMI IG:(1)LITE OF 118"TEMPERED GLASS,AN AIR SPACE AND 5N6"LAMI CONSISTING OF(2)LITES OF 1/8"HEAT STRENGTHENED GLASS WITH A.090"KURARAY TROSIFOL o'PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLE)e PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) J.13/16"LAMI IG:(1)LITE OF 1/6"TEMPERED GLASS,AN AIR SPACE AND 7/16"LAMI CONSISTING OF(2)LITES OF 3/16"ANNEALED GLASS WITH A .090"KURARAY TROSIFOL®PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX®PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) K.13116"LAMI IG:(1)LITE OF 118"TEMPERED GLASS,AN AIR SPACE AND 7116"LAMI CONSISTING OF(1)LITE OF 3/16"ANNEALED GLASS AND(1)LITE Matedal Min.Fy Min.F. OF 3116"HEAT STRENGTHENED GLASS WITH A.090"KURARAY TROSIFOLc PVB(BY KURARAY AMERICA,INC.) Steel Screw 92 ksi 120 ksl OR.090"SAFLEX®PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) Elco UltraCorM 155 ksi 177 ksi L.13/16"LAMI IG:(1)LITE OF 1/8"TEMPERED GLASS,AN AIR SPACE AND 7/16'LAMI CONSISTING OF(2)LITES OF 3/16"HEAT STRENGTHENED GLASS 'PVB(5Y 410 SS Elco CreteFlex® 127.4 ksi 189.7 ksl WITH A.090"KURARAY TROSIFOL PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX®PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) M.13/16"LAMI IG:(1)LITE OF 1/8"ANNEALED GLASS,AN AIR SPACE AND 5/16"LAMI CONSISTING OF(2)LITES OF 1/8"ANNEALED GLASS WITH A 6063-75 Aluminum 16 ksl 22 ksi .090"KURARAY TROSIFOL®PVB(BY KURARAY AMERICA,INC.)OR.090"SAFLEX°PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) A36 Steel 38 ksi 58 ksl Gr.33 Steel Stud 33 ksi 45 ksi 2.CONFIGURATIONS:"OX"(1/1,VIEW AND RADIUS TOP,ALL W1 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. B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. 4.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5.SHUTTERS ARE NOT REQUIRED. PRODUCT REVISED 09 camplYem"{with the F7o7ida Smlding God#l"" 6.FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. Accept- i.' ccept- ni.' D7.REFERENCES:TEST REPORTS FTL-4845,FTL4646,FTL4647,FTL4648,FTL4649,FTL4650,FTL4651,FTLA723,FTL4957,FTL-4958 AND FTL5063. $yANSUAFBPA NDS FOR WOOD CONSTRUCTION Mise DadeALUMINUM DESIGN MANUAL i 8.SERIES/MODEL DESIGNATION SH700,ALSO REFERRED TO AS SH701. ..........'. F'' 9.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). _*: No.58M 10.FOR INSULATED GLASS INSTALLATIONS IN THE HVHZ ABOVE 30 FT,ONLY GLAZING OPTIONS WITH TEMPERED CAPS(G-L)ARE ALLOWED. - 22-1 STA OF j 1070 TECHNOLOGY DRIVE � At RICO, -, R N.(941)480-600 TS GENERAL NOTES C2 (941)480-1600 E�G%N JR 178/0617 G UPDATED ANCHORAGE TOFBC2017. CERT.OFAUTH.#29290 ALUM.SINGLE HUNG WINDOW,IMPACT rrt11110 carrrsmxrozon ® st�a„e,e ter" a..Ysra w„ A.LYNN MILLER,P.E. RX 9/1/05 a.wter<t� ar:228r17 RLLR roromusTwrs,aaTSMSEiNED S. NT$ 1 d 11 4040-20 G FL P.E.#58705 J.J. ' � i ' III FLANGE OR INTEGRAL FIN WINDOWS W/HIGH SILL OPTION TABLE 1. BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH GLASS TYPE 63" 66" 68" 70" 72" 74" 76" MEETING RAIL 48" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80,0 +80.0 1 -80.0 HT. Sol. A,B,M +60.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 80.0 AO -7H 52' A,B,M +80.0 80.0 +80.0 -80.0 +80.0 80.0 +80.0 80.0 +78.8 -78.8 +77.3 -77.3 A,B,M +80.0 -80.0 +80.0 -80.0 +79.6 -79.6 +7g.2 78.2 +76.9 -76.9 +75.4 -75.4 C,D,E,F,G,H,I,J,K,L +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +60.0 80.0 +80.0 g0.0 +80.0 80.0 STANDARD VIEW A RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/HIGH SILL OPTION TABLE 2. BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT WIDTH GLASS TYPE 38318" 44" 60618" 63" 72" 74•• 76" q8' A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 HT. MEETING RAIL 60" A,B,M +80.0 80.0 +g0.0 -80.0 +80.0 80.0 +79,9 -79.9 +70.0 -70.0 +70.0 -70.D +70.0 -70.0 •X„ SSH 62" A,B,M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +76.9 -76.9 +70.0 -70.0 +68.8 -68.8 +67.6 •67.6 63118" A,B,M +80.0 -80.0 '+80.0 -80.0 +B0.0 -80.0 +75.0 -75.0 +68.0 -68.0 +66.7 -66.7 +65.5 -65.5 i UPTO531/8" C,D,E,F,G,H,I,J,K,L +80.0 -80.0 +60.0 -80.0 +80.0 -80.0 +80.0 -80.0 +70.0 -70.0 +70.0 -70.0 +70.0 1 -70.0 i CUSTOM VIEW 8 RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/HIGH SILL OPTION TABLE 3. BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WIT "O" WINDOW HEIGHT MINUS SASH HEIGHT(MAX.WINDOW HT.W/SASH=76"FLANGED AND 75"INTEGRAL FIN) MINUS I WIDTH GLASS TYPE 17118" 2211116" 28311 33314" 39 6116" 4413/16" 60318" 5516116" SASH 631/8" D,E,F,J,K,L4© +80.0 -80.0 +80.0 -80.0 +80.D -80.0 +80.0 -80.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 HT. HT. MEETING RAIL GLASS TYPES: TEST REPORTS TABLE 4. x" SASH A.5/16"LAMI-(118"A..090,1/9-A) FTL1647,4648,4723,4957 f B.5/16"LAMI-(1/8"A,.090,1/8"HS) FTL-4647,4648 I C.5/16"LAM]-(1/8"HS-090.1/8"HS) FTI-4647,4648 D.7/16"LAMI-(3/16"A,.090,3116"A) FTI-4645,4885 E.7/16"LAMI-(3/10•A,.090,3116"HS) FTL4645 F.7/16"LAM]-(3/16"HS,.090,3N6"HS) FTL4645 G.13116"LAMI IG-1/B"T.AIR SPACE,5116"LAM[-(1/8"A,.090,118"A) FTL 1646,4723 PRODUCEREWSED plying vvH.13/16"LAMI IG-1/8"T.AIR SPACE,5/16"LAMI-(11/8"A-090,1/8-1-IS) FTL4646 qo ig `�� s I. 13/16"LAMI IG-1/8"T,AIR SPACE,5/16"LAM[-(1/8"HS,.090,1/8"HS) FTL-0646 Acee(NaneoNo E iIa ID9le 12DZI J.13116"LAMI IG-1/8"T,AIR SPACE,7/16"LAM[-(3/16"A,.090,3/16"A) FTL•4649,4650 K.13/16"LAMI IG-1/8"T,AIR SPACE,7/16"LAM]-(3/16"A,.090,3116"HS) FTL-4649.4650,4958 Dy 3 Miami oPrGAutt L.13116"LAM]IG-1/8 T,AIR SPACE,7116"LAM[-(3116"HS,.090,3/16-HS) FTL1649,4650 M.13/16"LAMI IG-1/8"A,AIR SPACE,5/16"LAMI-(1/8"A,.090,118"A) FTL-5063 `.��,sq N 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 � 1( PRESSURES ARE UNEFFECTED. =* No.58705 2.FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1"FROM THE FLANGED TIP-TO-TIP FRAME DIMENSIONS. 3.AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 5/8"MINIMUM TO 38"MAXIMUM. 4.GLASS TYPES C,G.H,AND I MAY BE USED IN SASH ONLY o 5.REFER TO ANCHOR QUANTITY TABLES 5.8 FOR ADDITIONAL DP 7070 TECHNOLOGYORIVE °�°� '• AD �� LIMITATIONS. N.VENICE,FL 34275 DESIGN PRESSURES �,�5 '••�oRIDp.••'�� 1600 CERT.'FAU H.029296 ALUM.SINGLE HUNG WINDOW,IMPACT IENG`�� ImrR omr nntrbo: ` JR 06/08/17 G NO CHANGES7HIS SHEET. e�.wdee r� ser u,.00w w+: A.LYNN MILLER,P.E. LOPYfoGNI0i0P 1�7- GmM 9y. 9Gv/1/05 J.i.J. 2Z23/07- - PGI INoUSI-%mc. SHM NTS 3 d 11 4040-20 G FL P.E.#58705 F.K. ,LLL RIGWSRESE- S MAX,FLANGED WIDTH . I.F.WIDTH 49 5/8°MAX.FIXED DLO(ALL) D C 75 MAXMAX 76' SEE OLD 0LF. A A I.F. TABLE — D-1 HEIGHT SEE PLO c HEIGHT TABLE 0 HEIGHT SEE OLD IGHT TABLE 0 L 76"MAX. 76"MAX. 76"MAX. FLANGED L FLANGED L HEIGHT HEIGHT FLANGEDHEIGHT SEE PLO38 7/16•MAX TABLE jSASH SEE PLO SEE PLO (MAX.) HEI HT TABLE x S TA x.BLE NOE L 481/4"MAX. VENT DLO(ALL) DETAIL B DETAIL C DETAIL A VIEW(STANDARD SASH) RADIUS TOP(STANDARD SASH) E—' 76'MAX 75'MAX. I I F, I.F. SEE OLD IHEI 3HT E HEI 3HT TABLE STABLED 0 76" IAX. TABLE 0 f 78"MAX. FLANGED FLANGED HEIGHT HEIGHT SEE PLO TABLE X j I SASH SEE PLO TABLE x SASH HEIGHT HEIGHT PRODUCTREVISED I complying ails it.RNM, B ILA)IM DJ2 DETAIL D DETAIL E Evimtiou Date VIEW(CUSTOM SASH). RADIUS TOP(CUSTOM SASH). y B Il Ll JV/V 'l/ NOTES: 1.SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS, 2.SEE SHEET 7 FOR CORNER DETAIL VIEWS. 3.SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. No.s87G5 4.SASH HEIGHTS FOR STANDARD SASH WINDOWS(DETAILS 8&C)ARE BASED ON A THREE OVER TWO FORMAT. ZR z: S o' tol-- 17-,- 4t� -1;t\, ATE OF 1070 TECHNOLOGY DRIVE A 4,�-,- N.VENICE,FL F-r-, ELEVATIONS `7�40RIDPI gk� CU41) 00 z 48 CERT.CFAU7H.#29298 TONAL JR OB/061i7 4 NO CFIANGES7MiS WEEK ALUM,SINGLE HUNG WINDOW,IMPACT I01111110, Lf� ftftft 1�TSJ— --% P— A.LYNN MILLER,P.E. I 771-911/05 I— N 4 a 1 042:Z0�6 I`-2'784" NOTE:MIN.(1)SWEEP LATCH AT VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS,(1)6"FROM EACH SIDE OF SASH. 26 27 NOTE:BALANCE PARTS USED 1 INSIDEINSIDE MAX.VENT DAYLIGHT OPENING BASED ON SASH WEIGHT • 9,10,11,15,16 31 MAX. 2.710" FIXED ] 8 OR 17 LITE DAYLIGHT 25 OPENING _ OUTSIDE 25 Imo----MAX.FIXED LITE DAYLIGHT OPENING r MAX.WIDTH SECTION A-A 6 OUTSIDE INTEGRAL FIN(I.F.)FRAME SECTIONS INSIDE 23 47 50 MAx FV HEIGHT 21 2.946 HIGH TIr OUTSIDE SILL r30 LOW SILL "k DAYLIGHT GHT NT 4 48 9 HIGH SILL LOW SILL HEAD JAMB OUTSIDE OPENING — — — — — — — — — — 68 z.71o^ I.F.FRAME 28 53 II OUTSIDE I PRODUCTRHVISED .complying w1t6111e Fk" 6 Builciing Code 53 AcccplracmNOJ •ob a.og 2.946" Expimlion D2te J 2.330" (HIGH SILL) 63 52 (LOW SILL) By Mia ude SEE NOTE ABOVE 54 64 11M "o- C) NN 67 330 ULTRALIFT 69 12 ONLY ULTRALIFT =1k No.58705 — 12 ONLY SECTION C-C `• %= SECTION B-B RADIUS TOP ALTERNATE HIGH SILL HEAD DETAIL-FLANGED VERSION ► (LOW SILL SHOWN) ( ) S qTE') D 1070 TECHNOLOGY DRIVEF•�O N.VENICE,FL 34Z75 SECTIONS RID 1)480-160D By. Wta' F•rY6vic CER`aOFA #29296 ALUM.SINGLE HUNG WINDOW,IMPACT /,��S��NAL ENG� � JR OSA7G 17 G NOCHANGE9TH/SSHEE7: cawwc9rmmn sak sive o..nows n.. A.LYNN MILLER,P.E. u.^ver Drs: r�.eaa aer —WOUSTMM+c 09 w SH700 H.If 5 a 11 4040-20 G FL P.E.#58705 F.K 9/1/05 J.J. Pl W7 INI RIDMT6 RESFIrvED ITEM DWG# I DESCRIPTION PGT# ITEM DWG# DESCRIPTION PGr# 1 4002A I FLANGE FRAME HEAD 612225 60 1635 SCREEN SPLINE-.135 DIA HARD 61635K 2 1155 1#8 X 1.000 QUAD PN.SMS 781 POA 61 SCREEN CLOTH 61816 3 1 4003C IFLANGE FRAME SILL(LOW SILL) 612226 63 505 GLAZING CHANNEL(.688 X.500) 6533402 5 1 1626 JADHESIVE OPEN CELL FOAM PAD 7PAD1626 64 1161 #6 X 1.000 PH.BUGLE TEK 706X1 6 4004 FLANGE FRAME JAMB 612227 67 GLAZING TAPE,1/16 X 1/2-7/16 LAMI 62BV1510 7 4025 SASH STOP 612244 68 4051A SASH BOTTOM RAIL(HIGH SILL) 64051 8 4025 SASH STOP(EGRESS)1.125 LONG 612244 69 4050A FLANGE FRAME SILL(HIGH SILL) 64050 9 4029 SPIRAL BALANCE,3/8",5/8",OR 11/16" 70 SILICONE,DOW 791,899,995 OR GE 7700 10 1080 BALANCE COVER,3/8"OR 5/8" 6BALCVR916 80 A GLASS,5116"LAMI,(1/8-A,.090 PVB,1/8"A) 11 #8 X.750 PH.PN.SMS 7834AA 81 B.GLASS,5/16"LAMI.(1/8"A.090 PVB,1/8"HS) 12 BALANCE BOTTOM BRACKET 7BALTBKT 82 C.GLASS,5116"LAM],(118"HS,.090 PVB,1/8"HS) 13 1085/1086 SASH TOP GUIDE 42504 83 D.GLASS,7/16"LAM],(3116"A.090 PVB,3/16"A) 15 #8 X 1 PHILLIPS FLAT HEAD S.STL 78X1 FPAX 84 E.GLASS,7/16"LAM,(3/16"A.090 PVB,3/16"HS) 16 1 1080-1 IBALANCE COVER,11/16" 6BALCVR670 85 F.GLASS,7116"LAM],(3/16"HS,.090 PVB,3/16"HS) 17 4053 ISASH STOP COVER 64053 86 G.GLASS,13/16"LAM)IG;1/8"T,AIR SPACE,5116"LAM],(1/8"A.090 PVB,1/8"A) 18 4029-1 SASH BRACKET 7ULBRKT 87 H.GLASS,13/16"LAMI IG;1/8"T,AIR SPACE,5/16"LAMI,(1/8"A.090 PVB,1/B"HS) 19 #8-32 X1/2"I.G.PH.FH.TYPE F S.STL 7832X12FPFX 88 I.GLASS,13/16"LAMI IG;118"T,AIR SPACE,5/16"LAMI,(1/8"HS,.090 PVB,1/8"HS) 21 4054C FIXED MEETING RAIL 64054C 89 J.GLASS,13/16"LAMI IG;1/8"f,AIR SPACE,7/16"LAM],(3/16"A.090 PVB,3/16"A) 23 4006C SASH TOP RAIL 64006 90 K GLASS,13/16"LAMI IG;1/8"T,AIR SPACE,7/16"LAMI,(3/16"A.090 PVB,3/16"HS) 25 1235 WSTP.,.170 X 270 BACK,FIN SEAL 67S16G 91 L.GLASS,13/16"LAMI IG;1/8"T,AIR SPACE,7/16"LAMI,(3/16"HS,.090 PVB,3/16"HS) 26 1096 SWEEP LATCH 71096 92 IM.GLASS,13116"LAMI IG;1/8"A AIR SPACE,5/16"LAMI,(1/8"A.090 PVB,1/8"A) 27 1016 98 X.625 PH.FL.SMS 7858 2.878—► 28 4007 SASH BOTTOM RAIL(LOW SILL) 612230 '784 30 1226 W STP.,BULB VINYL 6TP249 2 31 4008 SASH SIDE RAIL 612231 40132— N12 34 1268 SASH FACE GUIDE 42501 113035 1622 LAMISETTINGBLOCK3/32"X25/64"X1" 71622K 5 36 1052 LAMIIGSETTINGBLOCKI"X3/4"X1/16" 71052K 37 1224 VINYL GLAZ.BEAD BULB(THICK) 6TP247WK .06238 1225 VINYL GLAZ.BEAD BULB(THIN) 6TP248K 41 40396 GLAZING BEAD,5116 LAM.GLASS. 64039B FRAME,I.F.HEAD 42 40448 GLAZING BEAD,5/16 LAMI W/GRILL KIT 644703 #4071A,6063-T6 44 4222A GLAZING BEAD,7116"LAM] 64222 FRAME,I.F.LOW SILL 45 985C GLAZING BEAD,7/16"LAM]W/GRILL KIT 698546 4067 GLAZING BEAD,13/16"LAM]I.G 54067 #4072A,6063 T6 47 4071A FRAME,I.F.HEAD 6407148 4072A FRAME,I.F.LOW SILL 64072 2,37q49 4073A FRAME,I.F.HIGH SILL 64073 PRODUCT REVISED 40746 FRAME,I.F.JAMB 64074 mwmplyingwiththeFlorida Bldldieg Code 4009 SILLLATCH(EGRESS) (LOWSILL) 764009 .062 NOMTHICKNESS Date 1088 SPRING,SILL LATCH(EGRESS) 7SPRNG 4 71 2740 SILL LATCH(EGRESS)(HIGH SILL) 62740 2'71 Sy 1014 SCREEN FRAME(HOR.&VER.) 61014 .062 NOMMJam Dsdel4duct 1630 SCREEN CORNER KEYW/RINGS 71630 THICKNESS 1631 SCREEN CORNER KEYW/OUTRINGS 71631 `1 NY LYNAI 58, 1073 SCREEN SPRING 7CASP OCENSC� 59 1624 SCREEN SPLINE-.135 DIA FOAM 61624K O FRAME,I.F.JAMB 50 #4074B,6063-T6 =11'; 49 FRAME,I.F.HIGH SILL No.58705 1070 TECHNOLOGY DRNE #4W3A,6063-T6 (USED AS RADIUS TOP HEAD) ;. �0 / STA N.VENICE,R34275 PAR TS LIST '�Os'•.�CORID..•'•\�� (841)480.1600 T� JR 1100117 'G� NO CHANGES THIS SHEET. CERT.(IF AUTH.#21118 ALUM.SINGLE HUNG WINDOW,IMPACT �'�.le ONAL eop�RicRr , L?nf e""- A.t!`FNWALLE13,P.E. umm eye narrc ammo Dant IGT 11ousrwcs,we. FIG 8/1/05 JJ 7/23177 Ia1.RIGHT9RF5ER`.T9 SH700 T 8 w 11 4040.20 G FL P.E.#58705 I.F.FRAME SEALANT ALONG ENTIRE JOINT I or 47 qORGASKET I.F.FRAME TT-F-----2.784 .062 I 2.830 2.33.062 6 or 50O FLANGE FRAME HEAD#4002A,6063-T6 I�-2.784FLANGE FRAME SILL (LOW) WELD 1.749 #4003C,6063-T6 6 or 50 ALONG SCREW BOSS(2) 1 I AT HEAD AND SILL 2.710 J-. �-1.513+j-fir• .738 .062 .040 } osz .490 VIEW D-D VIEW E-E (1/1 8 VIEW HEAD&SILL,RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) SASH STOP SASH STOP COVER _FRAME CORNER CONSTRUCTION O FLANGE FRAME JAMB O #4025,6063-T5 17 #4053,6063-T5 - .050 I- #4004,6063T5 � (USED AS RADIUS TOP HEAD) -� 1.165 {-+- .678 i 2.326-----I I� 1.096-1- �I� � 1.342 1.349 �- -2.27s---1 os2 41 GLAZING BEAD,5/16" #40396,6063-T5 -rr1.979 .062 .155 1.707 [..:062- SASH SIDE RAIL .062 31 #4008,6063-T6 i FIXED MEETING RAIL2g SASH TOP RAIL 28 SASH BOTTOM RAIL(LOW) 678 21 #4054A,6063HD-T6® O #4006C,6063HS-T6 O #4007.6063•T5 050 .050 r 1.096 .67842 GLAZING BEAD,5116" 6 #4044B,606LL K PRODUCT REVISED-2.325-1 (USED W/GRILL KIT) 1.096-�� "s complying wilh she Flolide .062 Ruildfng Code O GLAZING BEAD 7/16" I A,c Po/ -Or920.0& 2.946 #4222,6063-T5 L '7M1 3.446 2.638 .683 050 �: t§ddcteY 062 - 1.097 678 NY LYNN 46 GLAZING BEAD,13116"IG `.``��O oso (-X2.784-�I 1.115- -�I� O 94067,6063-T5 ��,.•' LIGENSF••,�� FLANGE FRAME SILL(HIGH) SASH BOTTOM RAIL (HIGH) 45 GLAZING BEAD,7/16" _# No.58705 " 68 = *- 69 #4051A 6063-T5 - _ #4050A,6063 #985c,6063T5 T6 (USED W/GRILL KIT) 1070T ECHNOLOGY ORNE =�O•' TE O N.VENICE,FL34275 EXTRUSIONS&FRAME CORNER DETAIL 'n�S•.:c�ORIOP„••'��` aewe 0 7 CERT.OFAUTH.O#29296 ALUM.SINGLE HUNG WINDOW,IMPACT JR 06/06/17 G NO CHANGES THIS SHEET. eaarxwxream� en.anae awls &re �aera. x..: A.CfMpll, )�.E. uw.n X1/05 JJ X3/07 uTwousmffs,wq ® SH700 H91f 7 d 11 4040-20 G FL P.E.#58705 L xIG"i5PE5ERVED ANCHOR QUANTITIES FOR 111 FLANGED WINDOWS TABLE 5. ANCHORAGE NOTES: WINDOW HEIGHT 1. ANCHOR TYPES: 1-1/4"ELCO ULTRACONS OR#12 SCREWS INTO METAL SUBSTRATE: 28.603 1 34.603 40.603 1 46.603 52.603 58.603 64.603 1 76.000 2-114"ELCO SS4 CRETE-FLEX ANCHOR MU MO N .U U O U 01c'!OpNU U pO U U cUp U U 3-#12 SCREWS pC, Z ZMZ^ZMZ ZpZ ZZ ZmZ ZhZZ WINDOW GLASS N ZOi1'�- c ONi UNUN UUUUnOO O OCP O<O UnU O V 2.ANCHOR LOCATIONS BASED ON THE O U FOLLOWING !DIMENSIONS. WIDTH TP Y 3 C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 .1 1 1 1 1 1 1 1 1 1 1 1 1 1 HEAD-18 V2-1/2"MAX.FROM TOP CORNERS __—__..__.___..._ ...,_.....__....._..� __-.... ... _ r_ _... .. ._.._. ...___ _._ —_...r.._.,_ _ _ _ _ JAMBS-17 1/2"MAX.FROM TOP CORNERS H,I,J,K,L 1i2 111 111 1 2 111 1 2 2;2 1 2 212 212 212 2 2 212 2i2 2 2 2 2 2�2 2�2 212 2,2 2j2 213 212 313 15"MAX.FROM BOTTOM CORNERS 19.125 __._._. '__..;_... ... __'_ _...__._.....1 1 1 1 1 1 6"MAX.BELOW REQTG.UIRED RAIL AB,M 12 1!1 1^1 112 1 1 1'2 212 112 2 2 2`2 2i2 2f2 2 2 2 2 2 2 2;2 2 2 212 2F_ 2'-- -T _. T"`_. SILL-ANCHORS NOT REQUIRED 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 22 2j3 2:2 3!3 3.INSTALL PER THE ADJACENT TABLE ANCHOR C,D,E,F,G, 1 1 1 1 1 i 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 QUANTITIES USING THE DIMENSIONAL CRITERIA OF H,I,J,K,L 1j2 1 1 1 2 1 2 1':2 112 2 2 1 2 2 2 2 2 2 2 2[2 2i2 2 2 2i2 213 2122:2 213 2j2 2i.3 3,3 2;2 3-3, 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 4g,M ...,.._... -._. ._..._...T..._..,_.......___....__._._. ..... ._ , _..,._.._.............__...._�.........__....... TABLE WIDTH AND HEIGHT DIMENSION ARE FOR 112 1{1 1!2 112 112 1�2 212 1!2 2i2 2i2 2�2 2f 2 2i2 2'2 212 213 22 22 2i3 2;2 2,3 31.;3 2'2 3.3 FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 2 1 1 ARE 1"LESS. H,I,J,K,L 1;2 112 22 2i3 112 2j2 2;3 1i2 213 213 212 2�3 213 2j2 213 313 212 313 314 3 2 33 34 3�3 4 4 5.DESIGN PRESSURE LIMITATIONS: 32.000 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 SIZE BLOCKS OF THE ADJACENT TABLE WITH A ABM .._.__ .__ _.—._,._ __,_... ...__._ ._r._ _.,._.T —._ _—___, _. BOLD ITALICIZED VALUE ABOVE THEM INDICATE A 112 1 2 27:21'2 3 1 2 212 213 1.2 2j3 2i3 2`2 2'3 213 2j2 2 3 3'3 2�2 313 3 4 3 2 313 3;4 3i3 414 MAXIMUM DESIGN PRESSURE WITH THE QUANTITY C,D,E,F,G, 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 OF ANCHORS SHOWN IN BOLD. OTHERWISE,THE _ ............... ....:....__.---. 1 3_..�.... .._._. ..----_.._,.__ .....T__2._.. r_.. ..._._-__,_...-- ..3—1'3 __.__._- MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE I E H,I,J,K,L 212 112 2j2 2;3 12 213 213 22 2,3 213 2i2 2j3 23 2!3 213 314 2j3 3;3 3!4 3;3 34 3j5 313 4i4 SIZE AND GLASS TYPE IS AVAILABLE. 37.000 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 g E NOTE 4 SHEET 11 FOR METAL SUBSTRATE A,B,M _... ......_ ..._..... .......ill ....._.....,..... ...__..._.....__.._..._ ......... ......._ .. ...,... ... ... .....4 2j3 33 34 3i3 34 3 5 33 4.4 REQUIREMENTS. PSF 19 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 _......... - __._.._.;._.._.�......1. .._ _... __�__.. ._.. .. .— -.._.. . _.._..._ - 40.000 H,I,J,K,L 2 2 1 2 2j2 213 2 2 2j3 2i3 2s2 2 3 2�3 2!3 2j3 214 213 313 3j4 213 3i4 315 3i3 3 4 415 313 4`4 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 112 2s2 213 2:2 213 213 212 2ABN �3 2:3 2j3 213 2;4 2;3 3,3 3,4 243 314 315 3j3 3;4 4j5 31,3 4T4 TABLE KEY: PSF 79 MAX.PSF C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 _2_ 2 2 2 2 2 2 2 2 . 2 2 (DP LIMITED) 118 44.000 H,I,J,KL 2 2 212 22 2,3 2(2 2�3 2!3 2'2 3`3 214 2j3 3T3]3'4 213 33 3 4 213 34 3;5 33 3'4 4T5 34 45 HEAD 2 A B,M 2 2._.. 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2. 2 2 2 JAMB ABOVE 2 3 2 2 22 2j2 2j3 212 213 2j3 2i2 3j3 214 2'3 3j3 34 23 33 3 4 213 314 3i5 313 3j4 4 5 3'4 4.5 14 PRODUCT RRVISSD PSF 79 79 JAMB BELOW .GGmplying with"FkSmb MTG.RAIL RGfldingCGde C,D,E,F,G, 2 2 2 2 2 2 . 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 Ac¢pEncu NG I 48.000 H,I,J,K,L 2 2 iT_ 2 2 213 2 2 213 3!4 2!3 3 3 3�4 2 3 314 314 213 3 4 315 313 314 3;5 33 4'5 416 314 515 2 RW 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 (FULL DP) By qB,M —T _—. .- -- HEAD 2 n n ador�oaamcr 2 2 2.T 2 2 213 22 23 3;4 213 3;3 314 2;3 314 314 213 3;4 3j5 3;3 3i4 3;5 3J314:5 46 314 515 JAMB ABOVE 213 PSF 72 79 79 VrG.RAIL �.��NY LY CpEFC, 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 ...2. .3_.._2_. ._3_. .3_. _2._._3.- J �F��l��% AMB BELOW KENS :- - .__........_-- ---r_.. ._._.__.._.. I i ?• No.58705 53.125 H,I,J,K,L 2 2 212 2 2 2 3 22 2i3 3i4 23 3j4 3'4 2'3 3!4 34 3t3 3!4 3j5 313 4 4 416 3'4 4:5 46 3i4 5 6 MiG.RAIL 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 3 SEE TABLE 1 FOR ARM 1 FULL DP *! 2 2 2 2 2 2 2 3 212 2;3 314 2'3 3!4 34 23 34 34 33 314 315 313 4?4 45 3j3 Z;514.6 314 4;5 = p 1070 TECHNOLOGY URNS AO.'. STATE fr�;•• N.(oENICaE.8 0270 ANCHORAGE SPACING, 1/1 WINDOWS %��`s 4U (041) CERT.OF AUTH.#2WM ALUM.SINGLE HUNG WINDOW,IMPACT JR O&V6117 G NO CHANGES THIS SHEET, f:GPYRIGMi030A emrc aii0 A.LYNN,ry�� w"wi of mm: a,"aae PGT IN .ING. ® $HJOp NTS 8 m 11 4040.20 G FL P.E.#58705 F.K. 729/05 J.J. 223/07 �uwcrrtsru_smvFn ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE 6. ANCHORAGE NOTES: 1.ANCHOR TYPES: 1-1/4"ELCO'ULTRACONS,OR#12 WINDOW HEIGHT SCREWS INTO METAL SUBSTRATE:------ 29.655 1 37.155 44.655 52.155 1 59.655 1 67.155 74.655 76.000 2-114"ELCO SS4 CRETE-FLEX ANCHOR TYPE. o U .0 o U U o U U o U U o U U o U U o U U o U U 3-#12SCREWs MO Z Ozlq Z�ZtoO Z Zt�O Z 'I O Z ZcnO Z Zr�O Z Zt?O Z Z WINDOW GLASS NOC10�Oti `�O OovONO-2cli -On10NO�Oc�i NOONONO -ON NO O 2.ANCHOR LOCATIONS ARE BASED ON THE WIDTH TYPE yS U U U U yy U U U U 3 U U U U U U U U FOLLOWING DIMENSIONS: MAX.FROM TOP CORNERS C,D,E,F,G, 1 1 [77 1 1 1 1 1 1 1 1 1— 1 1 1 —1 1 1 1 1 1 1 1 1 JAMBS-17112HEAD-18 "MAX.FROM TOP CORNERS _ _ ... — j— -;- -r _ HIJKL T —___ _. _ 19.125 1 1 1 1 2j2 2 1 2i2 2;2 2;1 22 2l2 2;2 2,2 2�2 2,2 2j2 2i2 2;2 2;2 3 2 2;2 312 32 2;2 3;2 6"MAX.BELOW MTG. CORNERS 1 111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 SILL-ANCHORS NOT REQUIRED 212 211 2;2 2;2 2i1 2I2 212 2 2 2i2 212 2!2 2I2 2122 2 212 S12 212 3,'2 3!2 2{2 312PSF 79 QUANTITIES USING THE DIMENSIONAL CRITERIA OF C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 3.INSTALL PER THE ADJACENT TABLE ANCHOR - — - ---j- ---- . .�_...- - --. .._...- r'— NOTE 2. 24.000 H,I,J,K,L 1 1 1`1 2!2 1.1 2(2 22 2;2 2;2 212 2x2 212 212 2;2 32 3'2 2;2 3;2 32 2!2 312 32 2 2 32 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 4.TABLE WIDTH AND HEIGHT DIMENSION ARE FOR "- FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS A'B'MT22 1(1 212 212 2�2 2i2 2+,2 2I2 212 2I2 2�2 8'2 3i2 2�2 3'2 3I2 212 3 2 3`2 2;2 3'2ARE 1"LESS.PSF 68 C,D,E,F,G, 1 1 1 ±2,2i 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 5. DESIGN PRESSURE LIMITATIONS: H,I,J,K,LT I T- `"' iSIZE BLOCKS OF THE ADJACENT TABLE WITH A 32.000 1 1 1 1 1 2 i 2 2 3 2'2 2'2 313 2 2 3`3 3 3 3'2 313 313 2 2 3!3 4;3 312 4 i 3 4!3 3 i 2 4;3 BOLD ITALICIZED VALUE ABOVE THEM,INDICATE A ABM 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 MAXIMUM DESIGN PRESSURE WITH THE QUANTITY 1 1 2!2 2 3 2 2 2 2 3 3 2!2 313 31 3 3 2 313 3�3 212 3 1 3 4 3 3.2 4!3 413 3 1 2 4;3 OF ANCHORS SHOWN IN BOLD.OTHERWISE,THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE PSF 59 67 79 SIZE AND GLASS TYPE IS AVAILABLE. C,D,E,F,G, 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 6.SEE NOTE 4,SHEET 11 FOR ME SUBSTRATE E METAL 37.000 H,I,J,K,L 1 1 111 1 1 2 2 212 2 2 2!3 2 2 2T3 33 2f2 3;3 313 3:3 4;3 313 32 3'3 413 312 4;3 4'4 32 413 REQUIREMENTS. 1 1 1 2 1 1 2 1 2 2 1 2. 2 1 2 2 1 2 2 1 2 2 1 2 1 1 1i1 1 1 2 2 2!2 2I2 2i3 2!2 218 3{3 2x2 3!- 313 3T3 4i,3 313 312 313 433 312 43 414 312 413 i PSF 54 79 62 79 1 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 40.000 H,I,J,K,L 1 7 1 1 1 1 2 2 2 2 2x2 2i3 2T2 3'i.3 313 2 2 313 4j3 31314'131313 3j3 4I3 4 4 3�3 4J3 44 313 513 TABLE KEY: ABM Z 2 2 2 2 2 2 2 2 2 2 2 2 21. 2 2 2 2 2 2 2 2 2 2 1 1 1.1 7 1 2 2 2'2 2!2 213 2~2 33 3'3 212 3'3413 313 4i3 3 3 33 4j3 4�4 3i3 4T3 4i4 3;3 5;3 MAX PSF PSF 49 79 56 79 79 (DP LIMITED) 117 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 _2 HEAD 3 44.000 H,I,J,K,L 1 1 1 1 1 1 2 2 2 2 2 2 813 2i2 3 3 374 2i" 313 4�4 3x3 4'3_i T 3'3 `4T3 4i4 3;3 4T3 4 4 313 5 4 JAMB ABOVE 3 3 2 2 2 2 2 2 2 _2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 MTG.RAIL FRcpucTlzEvts® 1 1 1 1 1 1 2 Z 2 2 2 2 33 2!2 3i3 3i4 2!3 3T3 414 3i3 4;3 414 3!3 4;3 414 313 4,3 4:4 3;3 5.4 JAMB BELOW ns eompiyvgwNk lti F U,rilaing Code PSF 45 74 51 74 79 79 MTG.RAIL Aecept-corto C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 G.nirai nDaic _9D41 48.000 H,I,J,K,L 111111222;222332723;3:j!J4 ? 333;3414334:44;4334i.44i4435144.44!354 FULL DP [sy 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 HEAD 2 N i� i sae Product CAS A.B.M __._._._ . '- - _.__..._.__.._.._._.. . --. -r - 1 1 2 2 212 2 2 3 3 232 313 3;3 4�4 3'3 4'4 44 3;3 44 414 413 54 4!4 43 514 JAMIE ABOVE 212 PSF 41 67 46 67 76 79 MTG.RAIL `♦��pp1Y LYIV/�t''�,,�� C,D,E,F,G, 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 JAMB BELOW uceNa, ... .....-.......,.._-_.,... ,_._.r_........._. Pte.' � 53.125 1 1 1 1 1 1 2,2 2 2 2 2 3 3 31 3 3 3 4 4 3;3 4'.4 4'4 3;3 4 4 4'4 3 3 4 4 5 5 413 5'.4 5.'5 4 3 5'4 MlfTG.RAIL * o 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 2 3 2 3 3 2 3 SEE TABLE 2 FOR _ 58 ABM __ -._._-..__.__,_.._....-_._.._._._.._... ... _.. ._.. _.....----- FULL DIP 705 * I 11111 1 222122233 33313414 o7oTE4 44ciNOLocr0RNE3444;43344 5j44!354544±35`4 %�O ST Ep N.VENICE,FL 34275 ANCHORAGE SPACING,STANDARD VIEW ''Oc♦•'•.,F(pRIDP-.•'• (9411480.1600 nae 'i lS .... mme CERT.OFAUTH.A29296 ALUM.SINGLE HUNG WINDOW,IMPACT ' 5/pNA' 'EAG♦♦ JR 0H476H7 G NO CHANGES THIS SHEET. a came amee s.� m�cne a.,: A.LYNN, �ydEf�,P.E. covrwcxre�mi om."er. omc a,"md am": permnu5rwes.wc. ® SH700 NTS 9 d 11 4040-20 G FL P.E.#58705 F.K 7&M5 J.J. 2x13/07 nuaa'rtsneseevm .. 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 B. 1. ANCHOR TYPES: 1-1/4"ELCO ULTRACONS OR#12 SUBSTRATE: 17.125 22.668 28.211 33.754 39.296 44.839 50.362 55.925 SCREWS INTO METAL ANCHOR TYPE: ❑ 0 0 C30 O ❑ 0 O ❑ O 0 ❑ 0 0 ❑ U U ❑ O 0 ❑ O v 2-1/4"ELCO SS4 CRETE-FLEX 1`,O Z' Z t?0 z Z t?O z z 0 0 z Z m 0 z z m 0 Z r Z m O z Z 0 Z z 3-#12 SCREWS WINDOW GLASS of 0`�U O w O N 0 O N N O O N N O 0 ei 0 N 0 O N N 0 0 N 3 N U OU N N 0 0 2'ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING WIDTH TYPE0 ol DIMENSIONS: D,E,F,J, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 HEAD-181/2"MAX.FROM CORNERS 19.125 K,L JAMBS-171/2"MAX.FROM TOP CORNERS RAIL 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 11 1/2"MAX ABOVE THE MEETING 24.000 D,E,F,J, 1 1 1 1 1 1 1 1 1 1 1 1 1. 1 1 1 1 1 1 1 1 1 1 1 6"MAX.BELOW MTG.RAIL K,L •j 1 � 2 2 2 2 2 2 2 2 3 3 2 3 3 2 3 3 3 3 3 3 4 15"MAX.FROM BOTTOM CORNERS 32.000 D,E,F,J, 1 1. 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ES FOR CUSTOM __ .................. SILL-ANCHORS K,L ...1_... 1 2 2 2 3 2 3 3 3 3 3 2 3 4 3 4 4 3 4 5 3 5 3.DETERMINE THE ANHCTABLESOR .A O VIEW WINDOWS FROM TABLES 7.AND 8.USING THE PSF 79 DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7.FOR 37.000 D,E,F,J, 1 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 ABOVE THE MEETING RAIL AND TABLE 8.FOR BELOW. ...._. .._..... ...---. .__.....___ .___. .... .___ .. _. . __......._........_._.____..._.._._....--.____.._._.... 4.AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW K,L 1 1 1 2 2 2 3 2 3 3 3 4 3 3 3 4 3 4 4 4 5 5 4 5 WINDOWS ARE 12 5/8"MIN.TO 38"MAX. PSF 79 79 79 79 5.TABLE WIDTH AND HEIGHT DIMENSION ARE FOR 40.000 D.E.F,J, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE K,L j 1 1 2 2 2 3 3 3 4 3 4 4 3 4 4 3 5 4 4 5 5 4 6 1"LESS. PSF 79 78 79 77 T9 79 79 6.DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD 44.000 D,E,F,J, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2_ 2 2 2 2 2 2 2 ITALICIZED VALUE ABOVE THEM,INDICATE A MAXIMUM K,L 1 1 1 2 2 2 3 3 3 4 4 4 4 3 5 4 3 5 5 4 5 5 4 6 DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS PSF 78 79 70 79 79 71 79 73 78 SHOWN IN BOLD. OTHERWISE,THE MAXIMUM DESIGN 48.000 D,E,F,J, 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 3 2 2 PRESSURE FOR THE RESPECTIVE SIZE AND GLASS _ .. .... _. .. .._. _ . ......... .. _ TYPE IS AVAILABLE. K,L 1 1 1 2 2 2 3 3 3 4 4 4 5 4 5 5 4 6 5 4 6 6 5 6 7. SEE NOTE 4,SHEET 11 FOR METAL SUBSTRATE REQS. PSF 71 79 63 7! 79 64 74 66 77 69 69 TABLE 7.KEY: 53.125 D,E,F,J,--2-T-2--F-2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 _,........ ........,_........... _................ MAX PSF K,L 1 1 1 2 2 2 3 3 3 4 4 4 5 4 5 6 5 6 6 5 7 6 5 7 SEE TABLE 3 FOR (DP LIMfFED) 112 FULL DP ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL,CUSTOM FLANGED WINDOWS BASED ON SASH HT. HEAD 2 TABLE 8. JAMB ABOVE 2 SASH HEIGHT MFG.RAIL SUBSTRATE: 12.776 15.776 18.776 21.776 24.776 27.776 30.776 31.106 ANCHOR' ❑ 0 ❑ 0 0 0 ❑ 0 0 ❑ 0 0 ❑ 0 0 ❑ 0 0 ❑ 0 0 0 0 0 (FULL DP) w O N Z Z O N Z Z �?O N Z Z c?O N Z Z R O N Z Z -O N Z z m O N Z Z e'k O N 2 Z WINDOW Np ON Or 0 g O � ONO O � ONQg 0 ONg O � ON O 0Ngg O 8 HEAD 2 WIDTH j 0 0 0 5 0 0 0 0 5 0 0 . 5 0 0 0 0 5 0 JAMB ABOVE.4.... 19.125 1 1 1 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 MFG.RAIL 24.000 2 1 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 32.000 2 1 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 4 2 3 4 2 3 TABLE 8.KEY: PRonucl rz6vlsm as m PIYI%with ON Rmi& 79 MAX.PSF BDildigg Code 37.000 2 1 2 2 2 2 3 2 3 3 2 3 3 3 3 3 3 3 4 3 3 4 3 4 (DP LIMffED) ncceps9wNo1 -�O3TJz$ 112 . ;ra 4D.00D 74 JAMB BELOW 2 Ey 2 2 1 2 2 2 2 3 2T3 3 2 3 3 3 3 4 3 3 4 1 3 1 4 4 3 4G RAIL Mi Dadet 44.000 2 2 2 2 2 Y 3 2 3 3 3 3 4 3 3 4 3 4 5 3 4 5 3 4 FULL DP .•''�10ENSF'•.C� 63 72 78 JAMB BELOW 2 48.000 2 2 2 2 2 2 3 2 3 4 3 3 4 3 4. 4 3 4 5 3 4 5 3 4 MFG RAIL _ No.58705 73 58 66 72 SEE TABLE 3 FOR = 53'125 2 2 2 2 2 2 3 3 3 4 3 4 4 3 4 5__F_3T4 5 3 5 5 3 5 FULL DP t07N?ECFiNE`FOL34215 ANCHORAGE SPACING,CUSTOM VIEW i.c�`S,''•:��ORIDA,.•'G�?�;� i (941)480-1600 Of. CERT.OFAUTH.as W ALUM.SINGLE HUNG WINDOW,IMPACT JR 08/06/17 O NO CHANGES THIS SHEET, C-GHT-17 r ame: giie awrop+ a..: A.LYNN M�LLt�,P.E. D,Pal ey. wss aaaaa wrx FG-DUS-I.1- R ® SH700 IVT$ 10 d 11 4040-20 G FL P.E.#58705 F.K. 7/29/05 J.J. W&V7 u�niGirrs rU:seaveD EXTERIOR INTERIOR NOTES: 1-3/4'MIN.EDGE WOOD ANCHOR 1.FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY (ULTRACON ANCHOR)- (ALL HEAD AND SILL DETAILS) (SEE NOTE 2&3) APPROVED 114"ELCO ULTRACONS OR 14'SS4 CRETE-FLEX. MINIMUM DISTANCE FROM 2-112"MIN.EDGE CONCRETE ANCHOR ANCHOR TO CONCRETE EDGE IS 13/4'FOR ULTRACONS INTO CONC.,2-1/2"E.D.FOR (CRETEFLEX ANCHOR)- (SEE NOTE 1&3) 2x WOOD BUCK ULTRACONS AND CRETEFLEX INTO CMU AND CRETEFLEX INTO CONC. (SEE NOTE 3) 1"MIN.EDGE 2.FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY,USE#12 STEEL SCREWS(G5), 3.35 KSI MIN.�. I 1/4"SS4 CRETE-FLEX FOR DETAILS B&D OR 0,131"0 x 2-V211 COMMON NAILS(F1667 NL CM CONCRETE ': S-07 Z(8d))8d PENNY SS ZINC COATED COMMON NAILS,TYPE 1,STYLE 10-FIN MOUNTED ,. 1 r__r '.. � j 1314"MIN. ONLY(SEE DETAILS E,F AND G THIS SHEET) OPTIONAL 1x 1 T3/,18 3.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS Ix ARE BUCKS WHOSE IN MIT WOOD BUCK TOTAL THICKNESS IS LESS THAN 1 1/2". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE M (SEE NOTE 3) INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2x ARE 11/7 THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE 114, ENGINEERED BY OTHERS ORAS APPROVED BY AUTHORITY HAVING JURISDICTION. MAX A4.FOR ATTACHMENT TO ALUMINUM,THE ALUMINUM SHALL BE A MINIMUM STRENGTH OF SHIM MAX 6063-T5 AND A MINIMUM OF 118"THICK.FOR ATTACHMENT TO STEEL OR STEEL STUDS, DETAIL A DETAIL B SHIM THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 33 KSI AND A MINIMUM OF.045" THICK.THE METAL STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL TYPICAL FLANGED HEAD ANCHORAGE SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x 1-1/4'MIN.EDGE(CMU) 1-3/4'MIN.EDGE(ULTRACON INTO CONC.) WOOD BUCKS. THE ANCHOR SHALL BE A#12 SHEET METAL SCREW WITH FULL 1 1-3/4'MIN.EDGE(CONC.) 211T MIN.EDGE(ULTJCRETEFLEX INTO CMU&CRETEFLEX INTO CONIC.) ENGAGEMENT INTO THE METAL. IF THESE CRITERIA ARE MET,THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ULTRACONS MAY BE USED. 114"MAX,SHIM 1318' 5.ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. MIN. 6.FLAT HEAD ANCHORS,WHERE REQUIRED,MUST HAVE#12 TRIMFIT HEADS. 114"MAX.SHIM 7.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CONCRETE ANCHOR, 1"MIKEDGE FLORIDA BUILDING CODE. FH BELOW MEETING 3 RAIL.(SEE NOTE 2) WOOD ANCHOR, FH BELOW MEETING 3.35 KSI MIN.CONCRETE RAIL.(SEE NOTE 2) OR 1.5 KSI MIN.CMU INTERIOR (ALL JAMB DETAILS) 1x BUCK OPTIONAL WITH SOLID CONCRETE OR EXTERIOR CMU SUBSTRATE(SEE NOTE 3) DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE 1/4" 5/8"MIN.EDGE 2-1/2"EMBEDMENT MAX, SHIM 114" —WOOD FRAME COD FRAME MAX SHIM 131"DIA.MIN. 518"MIN.EDGE PROf)UCr REVISED mmplyirg with the Elora. x 2 1/2"NAIL, 134ding Code .131"DIA.MIN. 2-1/2"EM EDMENT AT CORNERS Ac��NO 1*11-O&SO.08 latimDat-e x 2112"NAIL, AND 5"O.C. RS I 2021 AT CORNERS i . —WOOD FRAME BY C. 1�8 M�ft EDGE AND 5"0. 3E INAfimi o mdo fill, r .131"DIA.MIN. YNIV t x 21/2"NAIL, NYL MAX.J op AT CORNERS SHIM AND 5*O.C. -1/r EMBEDMENT 13 - DETAIL F,(HEAD) DETAIL E,(JAMB) DETAIL G,(SILL) W sma705 TYPICAL INTEGRAL FIN ANCHORAGE Z' t ," 1070 TECHNOLOGY DRIVE STA E OF N.VENI Cli�FL 34276 ANCHORAGE DETAILS (941)480-1600 L !.fir[Aft I INEW2017FBCANCHORAGE. CERT.OFAUTH.#MM ALUM.SINGLE HUNG WINDOW,IMPACT 0. '�M 'Iumuw" 77 1-911105 1=11. �212=7 A.LYN R,P.E. 11;;rs 1�11 it 4L G FL P,E,#58705 _J MIAMI-M1�E MIAMI-DADE COUNTY regawd 11W 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 (TOA) www.miamidade.gov/economy PGT Industries,Inc. 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"HR7710A"Aluminum Horizontal Roller Window—L.M.I. APPROVAL DOCUMENT: Drawing No. 7710NOA-1, titled "Aluminum Horiz. Roller Install (LM)", sheets 1 through 19 of 19, dated 06/30/18, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami-Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Section. AUSSILE 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 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 consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.18-0627.01 MIAMI•DADE COUNTY Expiration Date: August 23,2023 Approval Date: August 23,2018 811? 1 Page.l PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 7710NOA-1, titled "Aluminum Horiz. Roller Install (LM), sheets 1 through 19 of 19, dated 06/30/18, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum horizontal sliding window,prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-18-7891, dated 06/06/18, signed and sealed by Idalmis Ortega,P.E. 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) 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, and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum horizontal sliding window,prepared by Fenestration Testing Laboratory,Inc., Test Report No. FTL-18-7891.01, dated 07/03/18, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 61h Edition(2017), dated 06/18/18 and updated on 07/25/18,prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). Manuel er z,P.E. Product Contr 1 E aminer NOA N"-0627.01 Expiration Date: August 23,2023 Approval Date: August 23,2018 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18, expiring on 07/08/19. 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers". dated 12/28/17, expiring on 07/04/23. F. STATEMENTS 1. Statement letter of conformance to FSC 6th Edition (2017), dated July 25, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated July 25, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 3. Proposal No. 18-0289 issued by the Product Control Section, dated 02/20/18, signed by Manuel Perez,RE G. OTHERS 1. None. Manuel Pe ez P.E. Product Control xa iner NOA No.1"- 627.01 Expiration Date: August 23,2023 Approval Date: August 23,2018 E-2 SERIES HR7710A IMPACT RESISTANT HORIZONTAL ROLLER WINDOW DESIGN PRESSURE RATING IMPACT RATING FOR ANCHOR VARIES PER GLASS TYPE, LARGE&SMALL MISSILE 1)THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE QUANTITIES, 12" SEE TABLES 2-11 IMPACT RESISTANT FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 23" I`� O.C. SEE TABLES 12-14 O.C. 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS.FOR INSULATED GLASS ---�� --�� USER INSTRUCTIONS: INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD LITE(CAP)MUST BE TEMPERED. OPENING'S NE IG SITE RSPECIFIC,WINDOW REQUIREM 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED OPENING'S DESIGN PRESSURE REQUIREMENT MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90FROM ASCE 7. Approved at complying with the CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. A A Florida B Id 76" 4)ALL WOOD BUCKS LESS THAN 1-1/2"THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS 2)KNOWING YOUR GLAZING OPTION(TABLE 1), Rgpyl OVERALL WINDOW CONFIGURATION AND SIZE,DETERMINE ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-1 / / 2" g71d> @� prudadC THICK OR GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY HEIGHT A YOUR WINDOWS DESIGN PRESSURE FROM TABLES 69" TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY SASH FIXED 2-11.IT MUST EQUAL OR EXCEED THE DESIGN 75" VISIBLE VISIBLE PRESSURE REQUIREMENT FOR THE OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). BUCK LIGHT / LIGHT / 22-1/2" WINDOW OPENING OBTAINED IN STEP 1. 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE HEIGHT O.C. 3)DETERMINE THE ANCHOR QUANTITY FROM ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT.SILL ANCHORS MUST BE 34-318" SEALED.OVERALL SEALING 8 FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE SASH 34-318"FIXED TABLES 12-18. N DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. VISIBLE VISIBLE LIGHT I 4)INSTALL AS PER SHEET 15 FOR FLANGE ' LIGHT 11 INSTALLATION,SHEET 16 FOR EQUAL LEG 6)114"MAX.SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO INSTALLATION OR SHEET 17 FOR INTEGRAL FIN THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. 9"MAX. INSTALLATION. O 7)DESIGN PRESSURES: B (8-112" NOTE:DESIGN PRESSURE RATING DETERMINATION W z y SEE WEEPHOLE IS THE SAME PROCESS FOR ALL FRAME TYPES w A.DESIGN PNEGATIVE DESIGN LOADS BASED ON STRUCTURAL&CYCLE TESTING AND GLASS 75"BUCK WIDTH MAX. M '�aa PER ASTM E1300. NOTES THIS SHEET BUCK) B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL&CYCLE 76"OVERALL WIDTH (FLANGE,INTEGRAL FIN OR EQUAL LEGBOX). Q ,o O O TESTING AND GLASS PERASTM E1300. TYP. FLANGE XO ELEVATION (OX SIM.) WEE/8"X. NOTES: }n » alo0 O C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. 1)1-5/8"X.30D"WITH PLASTIC BAFFLE. (.7 N -.6 Q MAX.DIMENSIONS ALLOWED SHOWN 2)1 WEEPHOLE LOCATED AT 4"FROM EACH END. O i.�j N Z 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS FOR ANCHOR 3)1 WEEPHOLE LOCATED UNDER EACH MEETING RAIL. Z LL o - W O CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3%STRESS INCREASE HAS NOT BEEN QUANTITIES, USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE OTHER DISSIMILAR SEE TABLES 15-18 - EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH 22_112" O C O.C. _ O.C. BD m 0 MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION 12 12" I W . g C3 W rc a F<- RESISTANCE. � i ^� i � > ce v a Z_ O 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA — `- Z o - BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. \ / / U w ¢ W W �- J J 10)REFERENCES:TEST REPORTS FTL 18-7891 818-7891.01;ELCO ULTRACON NOA;ELCO CRETEFLEX NOA; I11 W O NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSVAFBPA NDS 8 ALUMINUM DESIGN C 56" / 56" / C fO o . MANUAL SASH FIXED ® rn 63" VISIBLE / VISIBLE / Of UJ N 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. OVERALL LIGHT / LIGHT / # O 1- hays TABLE 1: HEIGHT 22_1!2" = Z DP Table# Anchor Table# 62 D.C. LL Z) J O Glass Ooscription((Listed from Exterior to Interior) XO I OX XOX XO 1 OX XOX BUCK �" 5FIXED O Q Type HEIGHT SASH VISIBLE LIGHT Z w STD HD STD STD HD STD VISIBLE w W 1 1/8"AN,.090"PVB,1 8"AN 2 - 7 12 15 I LIGHT O J W = 2 1/8"HS,.090"PVB,118"HS 3 - 8 12 - 16 Jy— g Q U' 3 3/16"AN,.090"PVB,3/16"AN 3 - 8 12 - 16 aggasa0 s ua5 4 13116"LIG:1/8"AN CAP,AIRSPACE,1!8"AN,.090"PVB,1!8"AN 4 7 12 - 15 g SEE WEEPHOLE 5 13!16"LIG:1/8"TP CAP,AIRSPACE,1/8"AN,.090"PVB,118"AN 3 - 7 12 - 15 OTES, 6 13116"LIG:3/16"AN CAP,AIRSPACE,1/8"AN,.099"PVB,118"AN 3 - 9 12 - 16 119"BUCK WIDTH THIS SHEET LY11/N 7 13/16"LIG:3116"TP CAP,AIRSPACE,118"AN,.090"PVB,1/8"AN 3 - 9 12 - 16 SEE SHEET 17 FOR 120"OVERALL WIDTH ��x,`� •••.,/LJ� 8 3116.'A N,.090'SG,3116"AN 5 6 10 13 14 17 INTEGRAL FIN Q� LICENSE•.•(��i 9 3/16"HS,.090"SG,3/16"HS 5 6 11 13 14 18 RAGE TYPE TYP.FLANGE XOX ELEVATION ANCHO _ •, , 10 13116"LIG:118"AN CAP,AIRSPACE,3116"AN,.090"SG,3116"AN 5 6 10 13 14 17 &SPACING MAX.DIMENSIONS ALLOWED SHOWN Z�. NO.58705 11 13/16"UG:1/8"TP CAP,AIRSPACE,3/16"AN,.090"SG,3116"AN 5 6 10 13 14 17 = 12 13/16"UG:1/8"AN CAP,AIRSPACE,118"HS,.090"SG,1/9'HS 5 6 11 13 14 18 GENERAL NOTES..................................1 - ELEVATIONS..........................................1 J� •• 7 S/� !Y 0 13 1'J16"LIG:1!8"TP CAP,AIRSPACE,1!8"HS,.090"SG,1!8"HS 5 6 11 13 14 18 CODES/STANDARDS USED: GLASS TYPES TABLE...........................1 14 13116"LIG:3116"AN CAP,AIRSPACE, 118"HS,.090"SG,1/8"HS 5 6 11 13 14 18 %O•• STATE OF 4� I -2017 FLORIDA BUILDING CODE FBC,6TH EDITION DESIGN PRESSURES...........................2-9 T'•. 15 13116"LIG:3/16"TP CAP,AIRSPACE, 1/8'HS,.090"SG,1!6'HS 5 6 11 13 14 18 ( ) �: ® •ASTM E1300-09 ANCHOR QUANTITIES..........................10-14 i�S '•F00RIDP,.•' �� SG=KURARAY SENTRYGLAS INTERLAYER BY KURARAY AMERICA,INC. -ANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION INSTALLATION I ANCHOR SPECS 15-17 /',,/ ,SS/ •"' NG�� PVB=KURARAY TROSIFOL®PVB INTERLAYER BY KURARAY AMERICA,INC. -ALUMINUM DESIGN MANUAL,ADM-2015 EXTRUSION PROFILES........................18 /,lONAL AN ANNEALED -AISI S100-12 CORNERASSEMBLY............................19 HS=HEAT-STRENGTHENED - A.LYNN MILLER,P.E. AISC 360-10 PARTS LIST............................................19 TP=TEMPERED P.E.#58705 TABLE 2: Glass Type: 1 Overall Design Pressure(lbs/fe)for XO&OX Windows Meeting Rail:Standard 090PVB 118"AN GLASS „ Width 22-1/8"Overall Hgt. 37"Overall Hgt. 49"Overall Hgt. 55"Overall Hgt. 63"Overall Hgt. -1/8"AN GLASS 30 20" +65.0 -65.0 +65.0 1 -65.0 +65.0 -65.0 +65.0 1 -65.0 +65.0 -65.0 24 ✓•PProved ne m 1 in 25" +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 112"NOM. FlnrhiueC y CM�ft 37" +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 GLASS BITE Date - EXTERIOR H6All 49" +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 61" +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 74 32 6T' +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 GLASS TYPE 1 74" +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +65.0 -65.0 +63.3 63.3 00 W z V8" �QtOo13116"AN GLASS w HS GLASS EoO= NO .090"PVB t- - aoO. (!) 118"HS GLASS ❑N z w Q 30 30 3116"AN GLASS O Ar z to Z O, o aw � 24 23 Z LL m o v TABLE 3: 12"NOM. 12"NOM. 2 LL Glass Types:2,3,5,6,7 GLASS BITE GLASS BRE U U d ®� J umo,p W- m �� Overall Design Pressure lbs/ftp for XO&OX Windows EXTERIOR EXTERIOR F Z d .a Q �Ma 9 ( ) Meeting Rail:Standard o W a Width a >'v a Z 22-1/8"Overall Hgt. 37"Overall Hgt. 49"Overall Hgt. 55"Overall Hgt. 63"Overall Hgt. 74 7a rn o Z v to rn 20" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 w 25" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 32 GLASS TYPE 2 32 GLASS TYPE 3 C) mQ U. O ~ N +65.0 80.0 +65.0 -80.0 D' 37" +65.0 -80.0 +65.0 -80.0 +65.0 80.0 ® nj j 13/16"NOM. 13116"NOM. 49" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 GLASS STACK GLASS STACK 61" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 AIRSPACE .090"PVB AIRSPACE .090"PVB Q = wW Q OR 67" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -79.2' 1/8"TEMPERED 3/16"AN SS 0 D- O 1/8"AN 118 AN GLASS O TP GLASS 74" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -72.2' GLASS- XERI.R . SS Guss31 74 w '-80.0 FOR GLASS TYPES 2,3,6&7 O J W = Q ❑ 1@OR 21 OR 1B 12"NOM. ap11 vsap sauag E GLASS BITE EXTEXTERIOR \\0 LYNAf `:� .• ViGENSF •.CC 70-73OR3�OR 36 No.58705 GLASS TYPE 5 GLASS TYPE 6(ANNEALED) GLASS TYPE 7(TEMPERED) v W.TAT .NOTES: 8 (V ; 1)OVERALL(TIP TO TIP)DIMENSIONS SHOWN.FOR INTEGRAL FIN AND CCSv •:c�ORIDr".. G\�`� EQUAL-LEG WINDOWS,SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION INNAV- THE TABLE TO DETERMINE THE WINDOW SIZE. 1111111111\\ 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE. A LYNN MILLER,P.E. P.E.#58705 TABLE 4: 2 Glass Type:4 r�� GLASS STACK O�,erall Design Pressure(lbs/ft)for XO&OX Windows Meeting Rail:Standard Width AIRSPACE .090"PVB 22-1/8"Overall Hgt. 37"O�.erall Hgt. 49"O�.erall Hgt. 55"01.erall Hgt. 63"Oterall Hgt. 20" J+65.0 X0.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 1/8"AN GLASS- 20" GLASS r4th(m 25" -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 31 74 14ad�61 cd ns eamFlY�C FlnriC ` 37" -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1�OR 18 Date140Al2'NOM. du.C 1 49" -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 GLASS BITE 61" -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -76.8 EXTERIOR 67" X0.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -71.370.73 74" -80.0 +65.0 80.0 +65.0 80.0 +65.0 -77.1 +64.9 -64.9 33 OR 3B GLASS TYPE 4 dCO Y W r 13116"NOM. v1 C3 GLASS STACK Q "o o O 3116"AN OR AIRSPACE .090"SG c'4 z a1o0 0 a • HS GLASS 1/8"AN OR O a �w _ (A O .090"SG 3/16"AN OR TP GLASS 3116"AN GLASS J CO c� Z Zo O-1 p °m 2 W 30 HS GLASS 31 74 Z IL co o ^ �' 23 CJ U o ®� ""s 12"NOM. 1@OR 1B 12"NOM. IW-Z 'T c Q ON GLASS BITE GLASS BITE O; a U) JMO TABLE 5: Glass Types:8 thru 15 EXTERIOR EXTERIOR o Z o` Overall Design Pressure(Ibslftz)for XO&OX Windows Meeting Rail:Standard a U LU _j - Width W M 22-1/8"O%erall Hgt. 37"Oeerall Hgt. 49"Owrall Hgt. 55"Overall Hgt. 63"Overall Hgt. 74 70 73 0 F LL 32 33 0R 3B m CO 20" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 GLASS TYPE 8(ANNEALED) GLASS TYPE 10(ANNEALED) ® � ni 25" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 GLASS TYPE 9(HEAT STRENGTHENED) GLASS TYPE 11(TEMPERED) it D • O U) iaa4S 37" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 = W 13/16"NOM. 13/16"NOM. < a o qg" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 110.0 +80.0 -110.0 -� GLASS STACK I_.�I GLASS STACK O Z Z n 61" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -101.9' .090"SG .090"SG w C7 r AIRSPACE AIRSPACE 67" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -95.7' 1/8"AN OR 3116"AN OR • v J W = TP GLASS 118"HS GLASS TP GLASS • 118"HS GLASS Q 0 74" +80.0 110.0 +80.0 110.0 +80.0 110.0 +80.0 110.0 +80.0 90.0' alio �sa0 saya5 •-110.0 FOR GLASS TYPES 9,12,13,14 8 15 f10 74 31KGLASS ANY LYN/)/1f/�''%, 1�OR 12'NOM. �OR 16 ;�`\,`�,.••"•.... '%/ i GLASS BITE ` 1,\G • �� GLASS TYPES 8-15 EXTEXTERIORQ,•' 'rpMAY NOT BE USED ,: NO.58705WITH INTEGRAL FIN a•FRAMES 70-73 NOTES: 33 OR 3�OR 33B GLASS TYPE 12(ANNEALED) GLASS TYPE 14(ANNEALED) :O� TATE OF (V�` F(ORIDP• 1)OVERALL IP TO TIP)DIMENSIONS SHOWN.FOR INTEGRAL FIN AND ..•' �_� EQUAL-LEG WINDOWS,SUBTRACT 1-FROM THE TIP-TO-TIP DIMENSION IN GLASS TYPE 13(TEMPERED),. GLASS TYPE 15(TEMPERED) � S "•••••••' C�.` THE TABLE TO DETERMINE THE WINDOW SIZE. /1/1111111 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE. A LYNN MILLER,RE REA 58705 TABLE 6: Glass Types:8 taro 15 Overall Design Pressure lbs/ftz for XO&OX Windows 9 ( � Meeting Rail: Heavy-Duty Width 22-1/8"Overall Hgt. 37"Overall Hgt. 49"Overall Hgt. 55"Overall Hgt. 63"Overall Hgt. 76"Overall Hgt. 20" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.D -110.0 +80.0 -110.0 ♦ppro vedm ��L 25" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 Ud9 dg Code ,Datre 3T' +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 '400 {.� D07 49" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 Mimic Pmduat i 61" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 t 6T' +80.0 110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -109.8' GLASS TYPES 8-15 MAY NOT BE USED 76 +80.0 -110.0 +80.0 -110.0 + +80.0 -110.0 +80.0 -105.8' WITH TH INTEGRAL FIN •-110.0 FOR GLASS TYPES 8-13&15 FRAMES 13/16"NOM. L 13/76"NOM. 13!16"NOM. GLASS STACK �I GLASS STACK GLASS STACK ap Y AIRSPACE AIRSPACE AIRSPACE .090"SG .090"SG .090"SG W z U 3/16"AN OR uNi ,aL HS GLASS iB"AN OR 1I8"AN OR 3116"AN OR • 1/8"HS GLASS O o o .090"SG 3/16"AN OR TP GLASS 3/16"AN GLASS TP GLASS 1/8'HS GLASS TP GLASS } `3> a0 O 30 a HS GLASS 31 74 31 74 31 74 0 cu z g U) a0 23 j-j a _ N Z 1�OR 1B 1�OR 1B 1'OR iB O'LL o W 12"NOM. 12"NOM. 12"NOM. 12"NOM. Z L0 m'o GLASS BITE GLASS BITE GLASS BITE GLASS BRE 2 Uj- ,1 EXTERIOR EXTERIOR EXTERIOR EXTERIOR W U 0 J v a a a a J "MpON O W cn G cn JMO 74 70-73 70-73 70-73 1- a Z 32 3�OR 3B 33 OR 33B 3�OR 3B Z ouitW rn GLASS TYPE 8 GLASS TYPE 10(ANNEALED) GLASS TYPE 12(ANNEALED) GLASS TYPE 14(ANNEALED) � m U- GLASS TYPE 9 GLASS TYPE 11(TEMPERED) GLASS TYPE 13(TEMPERED) GLASS TYPE 15(TEMPERED) 0 w O ® m N LU O IaaVs = W LL d O O Z) Z_ Z O J W = Q O allj asa0 sa��ag A1 / NY LYNN ` Pa��••.L1GEN,pF••�� *; No.58705 •� NOTES: �� TE" :•(`�� 1)OVERALL(TIP TO TIP)DIMENSIONS SHOWN,FOR EQUAL-LEG i C� ''•F<ORIOP•.•'•�� WINDOWS,SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION IN THE TABLE tS ••• G TO DETERMINE THE WINDOW SIZE. ,��s/ONAL /1111111111 2)FOR SIZES NOT SHOWN,ROUNDUP TO THE NEXT AVAILABLE SIZE. A.LYNN MILLER,RE P.E.M 56705 TABLE 7: Glass Types: 1,4,5 Overall Sash Sash Design Pressure(Ibslfe)for XOX Windows Width Meeting Rail:Standard 1I8'AN GLASS Width Configuration Range In 090'•PVB 9 ) 21-1/8"Overall Hgt. 29"Overall HgL 37"Overall Hgt. 49"Overall Hgt. 55'Overall Hgt. 63"Overall Hgt. 1/8"AN GLASS 1/-1/2-1/4 12.038-12.052 +60.0 -60.0 +60.0 -60.0 +60.0 50.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 30 1/3 1/3-1/3 12.053-15.008 +60.0 -60.0 +60.0 -60.0 +60.0 50.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 24 12"NOM. 4Pt�9d ae complyingrGh rrn Y4-1/2-1/4 12.038-13.302 +60.0 60.0 +60.0 60.0 +60.0 60.0 +60.0 60.0 +60.0 60.0 +60.0 60.0 GLASSBITE Widing49" 413.303-16.675 +60.0 -60.0 +60.0 50.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 60.0 EXTERIOR�j 1/4-y2-1/4 12.038-14.333 +60.0 -60.0 +60.0 -60.0 +60.0 50.0 +60.0 50.0 +60.0 50.0 +60.0 -60.0 74 53-1/8" 1/a-1/3-1/3 14.334-18.050 +60.0 -60.0 +60.0 -60.0 +60.0 50.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 32 GLASS TYPE 1 %4_1/z-1/a 12.038-16.302 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 61" 1/1/?/3 16.303-20.675 +60.0 -60.0 +60.0 50.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 .F 13/16"NOM. 1/- z 1/- a 1/ 12.038-20.052 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 50.0 +51.9 -51.9 I r�� GLASS STACK x a 76" custom 20.053-22.185 +60.0 -60.0 +60.0 50.0 +60.0 -60.0 +60.0 50.0 +60.0 50.0 +60.0 -60.0 AIRSPACE .090"PVB 1/3'/3-1/3 22.186-2 +60.0 -60.0 +60.0 -60.0 +60.0 50.0 +60.0 50.0 +60.0 -60.0 +60:0 -60:0 1/8"AN GLASS 1/8"AN GLASS d a0 Y Y4-1/2-1/4 •• 24.082 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.2 -58.2 +53.9 -53.9 +48.7 -48.7 > o 31 74 92-1/8" custom 24.083-26.185 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +57.8 -57.8 p N o o US 1 OR 1B 1/2"NOM. >-LO a�°° O 1/3-Y3-%3 26.186-31.038 +60.0 -60.0 +60.0 -60.0 +60.0 50.0 +60.0 -60.0 +60.0 50.0 +60.0 -60.0 Gwss BITE. r" w 0_ %_Y2-1/4 " -25.302 +60.0 -60.0 +60.0 -60.0 +60.0 50.0 +58.2 -58.2 +53.9 -53.9 +48.7 -48.7 EXTIERIRI R _j C3m `� co o err z N- C3 a W n 97" custom 25.303-27.185 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 50.0 +60.0 50.0 +55.5 55.5 =- J Fe custom 27.186-31.038 +60.0 -60.0 +60.0 50.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.6 -58.6 33 OR 3B Lj 70-73 W z v < ¢ IN 1/4_1/2 1/ •` -2 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.2 -58.2 +53.9 -53.9 +48.7 -48.7 GLASS TYPE 4 n? } OMO 109" custom 28.303-29.185 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +59.8 -59.8 +51.3 -51.3 z of w custom 29.186-31.038 +60.0 -60.0 +60.0 50.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +52.5 -52.5 13/16"NOM. W `- I GLASS STACK J Q O 120" 1/a-1/z--Y4 " -31.038 +60.0 50.0 +60.0 50.0 +60.0 -60.0 +58.2 58.2 +53.9 53.9 +48.7 -48.7 .090"Pve 0 ~ 0 MIN.SASH WIDTH(FLANGE WINDOWS)=OVERALL WIDTH-57.924 AIRSPACE • ® N W OVERALL WIDTH-56.924 AN GLASS GLASS # O rn Iaav$ •'MIN.SASH WIDTH(FIN&EQUAL-LEG WINDOWS)= 2 31 74 = u tr Q LLo = a o 1 OR 1B 12"NOM. F Z Z r GLASS BITE W a. EXTERIOR U J W = aQ '�❑°saua$ 70-73 a sa 33 OR 3B GLASS TYPE 5 �� 'C�.•'Qom. %CENsF ��•• •� N0.58705 NOTES: 0 1)OVERALL(TIP TO TIP)DIMENSIONS SHOWN.FOR INTEGRAL FIN AND �,�'•, E O F EQUAL-LEG WINDOWS,SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION IN C� '•.<ORIOP,.-' THE TABLE TO DETERMINE THE WINDOW SIZE. 'ONAI- 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE. '//r IIIIIILtt ` A LYNN MILLER,RE P.E.#58705 TABLE 8: Glass Types:2,3 Overall Sash S tlh Design Pressure(Ibs/fe)for XOX Windows Meeting Rail:Standard 118"HS GLASS WeConfiguration .690"PVB Range(in) 21-1/8"Overall Hgt. 29"Overall Hgt. 37"Overall Hgt. 49"Overall Hgt. 55"Overall Hgt. 63"Overall Hgt. 1/8"HS GLASS 12.038-12.052 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 30 44 24 Appm d e8..PIYI.9 wH611n 1/3-1/3-1/3 12.053-15.008 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 112"NOM. FIMdu B udu+6 Cad GLASS BITE (late /_YZ Y4 12.038-13.302 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 EXTERIOR sem_i � 49�� M91am1 F'dud o 1� 1/3-1/3-1/3 13.303-16.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.D a 74 � Y4-Y2-Y4 12.038-14.333 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 32 53-1/8" 1%1/3 1/ GLASS TYPE 2 14.334-18.050 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 61" 1/4-Y2 Y/ 12.038-16.302 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/3-1/3-9/3 16.303-20.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 3116"AN GLASS Ya-Y2-Ya 12.038-20.052 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 .090'PVB 76" custom 20.053-22.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 30 3/16°AN GLASS d c Y W i o [n Y3-Y3-Y3 22.186-25.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 23 > w � ."3a 12"NOM. 'r/4_1/Y •` -24.082 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 GLASS BITE } `""'W ao0 i » O 92-1/8" custom 24.083-26.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 EXTERIOR 00v Of ¢O � o 74 -j26.186-31.048 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 0 o W =LL Ov Ya-1/z-�/a -25.302 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 32 Lj en GLASS TYPE 3 U U 9T' custom 25.303-27.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 Z 00 12 a F 9M0 C3 w^ to 9�1/3 1/3 27.186-32.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 0> v a Z Ya-1/z-Y4 " -28.302 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 Z " W W 109" custom 28.303-30.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 JO r LL O Y3-Y3 Y3 30.186-36.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 `� W w m ® rn AI -29.463 1/ +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 a i1/4 1/2 1/4 ri O U) laa4S 113-5/8" custom 29.464-33.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 ¢ _ W ¢ Of '13-11 Y. 1 33.186-38.222 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 0 D o z z Y,1/2-Y4 " -31.0521 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 w g 0 IX 120" custom 31.053-33.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 " w x ¢ o custom 33.186-38.222 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 -80.0 +65.0 -80.0 arlllll ''�a0 "„5 "MIN.SASH WIDTH(FLANGE WINDOWS)=OVERALL WIDTH-58.556 �\ONY.LY/1//vii MIN.SASH WIDTH(FIN&EQUAL-LEG WINDOWS)=OVERALL WIDTH-57.556 Q�•.•' v}GENSF •,(�� 2 No.58705 •P � 3LH -7 S NOTES: %�O SATE OF 1)OVERALL(TIP TO TIP)DIMENSIONS SHOWN.FOR INTEGRAL FIN AND ��•'•F�ORIDP•. �� THEUAL TABLE WINDOWS,SUBTCT V FROM ERMINE THEW WINDOW SIZE.E TIP-TO-TIP DIMENSION IN NALI, 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE. A LYNN MILLER,P.E. P.E.#56705 i I I, TABLE 9: SashGlass Types:6,7 n Pressure Overall Sash Desi Ibs/ftz for XOX Windows Width g � � Meeting Rail:Standard 13/16"NOM. Width Configurationa - GLASS STACK Ran In 9 ( ) 21-1/8"Overall Hgt. 29"Overall Hgt. 37"Overall Hgt. 49"Overall Hgt. 55' Overall Hgt. 63"Overall Hgt. VB 12.038-12.052 +65.0 -60.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 AIRSPACE 18" G �/q-��/q 3/16"AN OR 44" 118"AN GLASS 12.053-15.008 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 TP GLASS Approree ns 1omPlrl-6 w11 � 1/3-1/3�/3 Frurldn B�idinSC 49" 1/a-1��/a 12.038-13.302 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 31 74 Date 13.3D3-16.675 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -80.0 +65.0 80.0 1�OR 113 � ` I 1/3-��/3 GLASS BRE Z Y4_1/Y4 12.038-14.333 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 EXTERIOR 53-1/8" a 1/3 1/3-1/3 14.334-18.050 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 1/4_1/�/q 12.038-16.302 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 33 OR 3B 7x73 61" ' 1/3-1/3-1/3 16.303-20.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 GLASS TYPE 6(ANNEALED) r 1/a-Y2-Y4 12.038-20.052 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -72.90 GLASS TYPE 7(TEMPERED) 76" custom 20.053-22.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 m Y W o rn 1/3-1/1/3 22.186-25.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 > w A A +65.0 -67.50 1/4_��/4 *" 24.082 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -74.1 o c O .- 92-1/8" custom 24.083-26.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 N ?N a,00 cr p O , w z z 1/3�/3-1/3 26.186-31.048 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -60.0 +65.0 -80.0 +65.0 -80.0 0 o a W o 1/4_1/2 Y4 "• 25.302 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -74.1 A +65.0 -67.50 x W m o" J r- Y4-112-Y4 U oD a� "Mea 97" custom 25.303-27.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -77.9 F Z IN W .-. En OMO 1/3 1/3 1/3 27.186-32.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 t?> i Z Y4-1/2-1/4 "* 28.302 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 80.0 +65.0 -74.1 A +65.0 -67.50 Z " w w M LL 109" custom 28.303-30.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -72.0 0 H O 1/3-1/?/3 30.186-36.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 80.0 +65.0 75.8 W W n ® fy ��4 *• -29.463 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -74.1A +65.0 -67.50 tr x = O (n w�vs 113-5/8" custom 29.464-33.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -70.6 a af x 1/3-1/3 1/3 33.186-38.222 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -76.9o j D- o 0 +65.0 -74 +65.0 X7.50 Y4_� /q "" -31.052 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80. .1 w 2 120" custom 31.053-33.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -75.7 +65.0 -68.4 " Q o x 1 custom 33.186-38.222 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -71.3 al111 '°�ao sal.as ••MIN.SASH WIDTH(FLANGE WINDOWS)=OVERALL WIDTH-58.556 -80.0 FOR GLASS TYPE 7 \\�,111 I I 2 B_76.0 FOR GLASS TYPE 7 ,�� pNY LYNN ••MIN.SASH WIDTH(FIN 8 EQUAL-LEG WINDOWS)=OVERALL WIDTH-57.558GENOGE *: No.58705 = NOTES: '-53 7�� •L(/G: 1)OVERALL(TIP TO TIP)DIMENSIONS SHOWN.FOR INTEGRAL FIN AND /O� Sc<ORIDP; ATE F EQUAL-LEG WINDOWS,SUBTRACT V FROM THE TIP-TO-TIP DIMENSION IN i�s•'•: .••'C THE TABLE TO DETERMINE THE WINDOW SIZE. �''�10NAL 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE. A LYNN MILLER,P.E. P.E.#58705 TABLE 10: Glass Types:8,10,11 Overall Sash Width Design Pressure(lbs/ft2)for XOX Windows Meeting Rail:Standard 3116"AN GLASS Width Configuration Range(in) 21-1/8"Overall Hgt. 29"Overall Hgt. 37"Overall Hgt. 1 49"Overall Hgt. 55"Overall Hgt. 63"Overall Hgt. .090"Sc � 3116"AN GLASS d/q_1/2-Yq 12.038-12.052 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 30 44" 23 1/1/3-Y3 12.053-15.008 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 Flodd.81i-IftC l��Swt t 12"NOM. Floridn B dding Co a GLASS BITE Date Y4-Y2-Y4 12.038-13.302 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 40AD l 49" EXTERIOR l9L�x 1 e pmdnq Con 1 %3-1/1/3 13.303-16.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 a / / 74 t 1/4-12_1 q 12.036-14.333 +80.0 -110.0 +g0.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 32 53-1/6" GLASS TYPE 8 1/3-1/3�/3 14.334-18.050 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1/q_1/2_1/q 12.038-16.302 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 61" 1/3-1/3 1/3 16.303-20.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 13/16"NOM. . 12.038-20.052 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -99.2 r-� GLASS STACK ��-�4 .090"SG AIRSPACE 76" custom 20.053-22.185 +80.0 110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 w ro 1l8"AN OR %3_1/3-1/3 22.186-25.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 TP GLASS 3/16'AN GLASS > w M .,,aa 1/a-1/z-�a '* 24.082 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -101.0 +80.0 -90.5 31 74 OLO w o 11 92-1/8" custom 24.083-26.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -105.2 0 T y al°o O 1 OR 16 112"NOM. O M .1 rn Z 1/3 1/3-Y3 26.186-31.048 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -102.3 EXTERIOR GLASS BITE JO LL o �' W o Z t0 x v n �a-�2_�q 25.302 +80.0 110.0 +g0.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -101.0 +80.0 -90.5 (� =LLi v U U o ®j 97" custom 25.303-27.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -102.7 w- 0T °^ 70.73 ~W � < H cMa 27.186-32.675 +g0.0 110.0 +80.0 -110.0 +80.0 -110.0 +60.0 -110.0 +80.0 -110.0 +80.0 gg,g 33 OR 3B o> r o to �/3-1/3 GLASS TYPE 10(ANNEALED) o z o z 1��2_1/q " -28.302 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -101.0 +60.0 -90.5 GLASS TYPE 11(TEMPERED) V u�.1 ED LL 109" custom 28.303-30.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -97.3 F p 1/3-1/3-1/3 30.186-36.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -92.9 LU a0 ® IV 29.463 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -101.0 +80.0 -90.5 u Y4-1/2-1/4 �� O U) l-.S 113-5/8" custom 29.464-33.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -108.5 +80.0 -94.1 GLASS TYPES 8-15 = w %a-%3�/3 33.186-38.222 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -92.3 MAY NOT BE USED LL a o WITH INTEGRAL FIN O Z Z 1- 1/a-1/2_-Y4 " -31.052 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80,0 -101.0 +80.0 -90.5 FRAMES O i 120" custom 31.053-33.185 +80.0 AMID +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -102.9 +80.0 -91.5 � U5 of ¢ ILL _ custom 33.186-38.222 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -90.6 anll .0 s.�,as ••MIN.SASH WIDTH(FLANGE WINDOWS)=OVERALL WIDTH-58.556 \\ 0 LYNN '�� 2 •'MIN.SASH WIDTH(EQUAL-LEG WINDOWS)=OVERALL WIDTH-57.556 �`��,.•'•I,IGEN \ P' 2 -* No.58705 NOTES: �0�'•, .SAqE / ;.(v44/� . ORID? 1)OVERALL(TIP TO TIP)DIMENSIONS SHOWN.FOR EQUAL-LEG i CSS ..•'G\C�� WINDOWS,SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION IN THE TABLE AL TO TO DETERMINE THE WINDOW SIZE. 11 I 11101% 2)FOR SIZES NOT SHOWN,ROUNDUP TO THE NEXT AVAILABLE SIZE. A.LYNN MILLER,P.E. P.E.#58705 i TABLE 11: Glass Types: 9,12,13,14,15 Overall Sash Width h Design Pressure(lbslfe)for XOX Windows Meeting Rail:Standard .-3116"HS GLASS Width Configuration .090"SG- Range(in) 21-1/8"Overall Hgt. 29"Overall Hgt. 37"Overall Hgt. 49"Overall Hgt. 55"Overall Hgt. 63"Overall Hgt. 3116"HS GLASS 44" 1/a-1/2-1/a 12.038-12.052 +80.0 110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 23 30 1/3-1/3-1/3 12.053-15.008 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 112"NOM. '1PA�'edas00M*k311�� CLASS BITE Ploeldn Id)ngC 12.038-13.302 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 EXTERIOR �-M I 49" M1: D d,I' duct Cin 7 1/3 1/3-1/3 13.303-16.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 P du IOCan t' 7a Ya 1/2-%a 12.038-14.333 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 32 53-1/8" 1/3-y3-1/3 +g0.0 -110.0 +80.0 -110.0 GLASS TYPE 9 14.334-18.050 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 12.038-16.302 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 0 61" 13/16"NOM. 1/3-�y1/3 16.303-20.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 �� GLASS STACK 12.038-20.052 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 AIRSPACE .090"SG 76" custom 20.053-22.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 118"AN OR TP GLASS i78"HS GLASS W z o 1/3 1/3-1/3 22.186-25.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 31 74 > w ct 'A3a 1/4 1 z 1 a '• -24.082 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -106.7` o N o tp» O 92-1/8" custom 24.083-26.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1 OR 1B 1n"NOM. GLASS BITE O m F w CO Z 1/3-1/3-%3 26.186-31.048 +80.0 -110.0 +80.0 -110.0 +80,0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 EXTERIOR -j o a y w o Z IL m v ' r-- '/,-Y,-Y, -25.302 +80.0 -110.0 +60.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -106.7' � x ui� � U U o ®j -i 97" custom 25.303-27.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 �OR 3B 7x73 W z c a ¢ F W .-. U) Y3-1/3-1/3 27.186-32.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 GLASS TYPE 12(ANNEALED) on> Z / a GLASS TYPE 13(TEMPERED) o Z a - U) 1/a?2 1/ •' 28.302 +80.0 110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -106.7 W LU rn M U- 109" custom 28.303-30.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 J J H¢ O O 1/3-1/1/3 30.186-36.675 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 K W Y4-1/2-1/4 " -29.463 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -106.7` 13/16"NOM. CE � 0) laays 113-5/8" custom 29.464-33.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0' -110.0 +80.0 -110.0 +80.0 -110.0 GLASS STACK j p W AIRSPACE .090"SG ¢ IY ¢ 1/3-Y3 1/3 33.186-38.222 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 3/16"AN OR o °- o -31.052 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -106.7' TP GLASS 1r6"Hs GLAss z z w � 2 � 120" custom 31.053-33.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -107.8 31KGL-ASS v J W = custom 33.186-38.222 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 1@OR 1B OVERALL WIDTH-58.556 '-110.0 FOR GLASS TYPES 9,12,13&15 t11III1I"MIN.SASH WIDTH(FLANGE WINDOWS)= EXTERIOR \\17""MIN.SASH WIDTH(EQUAL-LEG WINDOWS)=OVERALL WIDTH-57.556 ` � OCE......2 GLASS TYPES 8-15 33 OR 3B *QC, NO.58705 MAY NOT BE USED _ WITH INTEGRAL FIN GLASS TYPE 14(ANNEALED) WATEI NOTES: •FRAMES GLASS TYPE 15(TEMPERED)1)OVERALL(TIP TO TIP)DIMENSIONS SHOWN.FOR EQUAL-LEG O WINDOWS,SUBTRACT 1-FROM THE TIP-TO-TIP DIMENSION IN THE TABLE %�S '•.c�OR10 P,,•' �� TO DETERMINE THE WINDOW SIZE. /�77SIONAL 1�N%\ 2)FOR SIZES NOT SHOWN,ROUNDUP TO THE NEXT AVAILABLE SIZE. A LYNN MILLER,P.E. RE#58705 TABLE 12: Anchor Quantities for XO&OX Windows Glass Types: 1 thru 7 GUIDE TO USING ANCHOR QUANTITY TABLES FOR XO/OX WINDOWS: Meeting Rail:Standard Overall 22-1/8"Overall Hgt. 37"Overall Hgt. 49"Overall Hgt. 55"Overall Hgt. 63"Overall Hgt. Width a a a 1,01 a 12+C3+21141 Head&Sill Head&Sill Head&Sill Head&Sill @ Head&Sill -' � Approved m complying wild ttr 20" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 Flu Matt mingC a D1� bate CLUSTER OF 3 7 0A9 25" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 2ANCHORS 4ANCHORS �� ANCHORS 2ANCHORSAT 19att1 Pmd trot 1 37" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 ATTHE CENTEREDATTHE THE FIXED LITE IN THE SASH MEETING RAIL JAMB I 49" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 61" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 23"MAX.D.C. F67" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C3+1' 3 9"MAx 74" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C3+1' 3 ----, - -�_ r ---� '1+C2+1 FOR GLASS TYPES I,4&5 ----J `— — ---- 9"MAX. TABLE 13: 22-V2" X 27 -7 Glass Types: B thru 15 MAX.O.C. m 4 i Anchor Quantities for XO&OX Windows MEETING RAIL w zo to Meeting Rail:Standard > w M � Overall REPEAT ANCHOR PATTERN AT SILL I 22-1/8"Overall Hgt. 37"Overall Hgt. 49"Overall Hgt. 55"Overall Hgt. 63"Overall Hgt. o o O tll Width a o a a a r n 'o a+oo O Head&Sill m Head&Sill m Head&Sill m Head&Sill Head&Sill p v w O -� -� 12"MAX.O.C. —I-�►-+ 6"MAX.O.C. --� r— J c� ce Z o 20" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 Z 11'LLF 10 m E F- 25" 25" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 00 Z o ®a J F. "moo N R t�¢ I-_ JM0 37" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 ��j� �j� o f - 7 a 0) r 49" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C3+1 3 / / Z w °l 61" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C3+1 3 1+C3+1 3 J ¢ O 6T' 1+C2+1 121 2+C2+2 121 2+C2+2 3 2+C3+2 131 2+C3+2 3 2-ANCHOR 3-ANCHOR 0 ~ o 74" 2+C2+2 121 2+132+2 121 2+C2+2 131 2+C3+2 131 2+C3+2 141 CLUSTER DETAIL CLUSTER DETAIL 0 m tJ t ofz O laays TABLE 14: 4"MAX.O.C. --� ¢ - G Q Glass Types:8 thru 15 0 tr Anchor Quantities for XO&OX Windows z O P- Meeting Rail: Heavy-Duty w g x Width 22-1/8"Overall Hgt. 37"Overall Hgt. 49"Overall Hgt. 55"Overall Hgt. 63"Overall Hgt. 76"Overall Hgt. �j " ¢ Z x Head&Sill E Head&Sill E Head&Sill Em 'a Head&Sill E Head&Sill E Head&Sill E m m m m to to 1,11111 fill, $76" 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 4 �.�vONY LY11/N 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 4 4-ANCHOR Pa��''�IGENyF �((� 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 4 CLUSTER DETAIL ; *: No.58705 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 4 NOTES: 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C4+1 4 1)OVERALL(TIP TO TIP)DIMENSIONS SHOWN.FOR EQUAL-LEG OT _ SATE 1+C2+1 2 2+C2+2 2 2+C2+2 3 2+C3+2 3 2+C3+2 3 2+C4+2 4 WINDOWS,SUBTRACT T'FROM THE TIP-TO-TIP DIMENSION IN THE TABLE %�s 'F�ORIDP..•' \_� 2+C2+2 2 2+C2+2 2 2+C3+2 3 2+C3+2 3 2+C3+2 4 2+C4+2 S TO DETERMINE THE WINDOW SIZE. i�S/ 2)FOR SIZES NOT SHOWN,ROUNDUP TO THE NEXT AVAILABLE SIZE. , NAIII L1�1``\ A.LYNN MILLER,P.E. P.E.it58705 t f TABLE 15: Glass Types: 1,4,5 Anchor Quantities for XOX Windows Meeting Rail:Standard Overall Sash Sash 12"MAX.O.O. Width Configuration 21-1/6"Overall Hgt. 29"Overall Hgt. 37"Overall Hgt. 49"Overall Hgt. 55"Overall Hgt. 63"Overall Hgt. Range()n) a a a a a Head&Sill E Head&Sill E Head&Sill Head&Sill m Head&Sill m Head&Sill /a-1/z�/4 12.038-12.052 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 � 'U„ ♦ppmved ns'..plying kh tb- �3J/3-1/3 12.053-15.008 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 Florid.B ddingC 12.038-13.302 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 Dnt. 49" 1/4'1/2'/4 NUAN �31/3 13.303-16.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 �d 1/4-1/2-1/4 12.038-14.333 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 2-ANCHOR 53-1/8" CLUSTER DETAIL %-1/3-/314.334-16.050 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/4 1/Z Y4 12.038-16.302 1+C2+1+C2+1 21 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 61" %J/3-1/3 16.303-20.675 1+C2+1+C2+1 21 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 31 1+C2+1+C2+1 3 _ Y4-1/2-1/4 12.036-20.052 1+C2+2+C2+1 21 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 31 1+C2+2+C2+1 3 x 76" custom 20.053-22.185 1+C2+1+C2+1 21 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1/3-1/3 J/3 22.186-25.675 1+C2+1+C2+1 21 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 ci 00 `1 Ya-1/2--y4 -24.082 1+C2+3+C2+1 21 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C2+3+C2+1 3 LU o wS as 92-1/8" custom 24.083-26.185 1+C2+2+C2+1 21 1+C2+2+C2+1 21 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 F W o 0 1/3-1/3-1/3 26.186-31.038 1+C2+1+C2+1 21 1+C2+1+C2+1 21 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 } o> .1oa O0 04 `- 1/a-�z-�a '" -25.302 1+C2+3+C2+1 21 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C2+3+C2+1 3 O m O 9T' custom 25.303-27.185 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 _j CD 6" W Zo Z LL o� r; custom 27.186-31.038 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 2 L6 r UU CS ®� J ""a1/4-1/2-1/4 "" -28.302 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C2+3+C2+1 3 W Z E121" custom 28.303-29.185 1+C2+3+ 2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C2+3+C2+1 3 n j W oleo rn custom 29.186-31.038 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C2+3+C2+1 3 o Z 6: w 1/4-1/2-1/4 -31.038 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C2+3+C2+1 3 J m lL -MIN.SASH WIDTH(FLANGE WINDOWS)=OVERALL WIDTH-57.924 O H 2 D_ } "MIN.SASH WIDTH(EQUAL-LEG WINDOWS)=OVERALL WIDTH-56.924 ® ri F~--• 2 GUIDE TO USING = p Z +nays ANCHOR QUANTITY1 FC 43+C241113 M: TABLES FOR XOX o O WINDOWS: Z O n LU U Of CLUSTER OF 2 CLUSTER TZ OF 2 3 ANCHORS U Q Q ANCHORS ANCHORS IN THE .111 �sa0 saua5 1ANCHORAT CENTEREDAT THE CENTEREDATTHE THE SASH MEETING RAIL 3 ANCHORS AT MEETING RAIL JAMB THE FIXED LITE ( V 22-12"MAX.O.C. 1 ANCHOR AT `�� pNY LYNN y.,MAX 12"MAX O.C. THE SASH Q��'' -_l ----1 t-----1 r---- �- 14-: No.58705 •:� = _ _J ____J L_ _ 9"MAX. _ '. NOTES: / X O X 1-71T1 3 1)OVERALL(TIP TO TIP)DIMENSIONS SHOWN.FOR EQUAL-LEG MEETINGRAIL REPEAT ANCHOR PATTERN AT SILL ��s '••�ORIOP,.•''��`� WINDOWS,SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION IN THE TABLE �� S,�ONAL TO DETERMINE THE WINDOW SIZE. 7jr 1111111// 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE. A.LYNN MILLER,P.E. P.E.#58705 TABLE 16: Anchor Quantities for XOX Windows Glass Types:2,3,6,7 Sash Meeting Rail:Standard Overall Sash Width 21-1l6"Overall Hgt. 29"Overall Hgt. 37"Overall Hgt. I 49"Overall Hgt. 55"Overall Hgt. 63"Overall Hgt. 12"MAX.O.C. ►�' Width Configuration Range(in) a .n a a n a Head&Sill m Head&Sill m Head&Sill Head&Sill Head&Sill Head&Silt %q_1/2Y, 12.038-12.052 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 �// epprovedaswmplyia„wlrhRm 44" Florkta ddeagC 12.053-15.008 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 / "We i VOA# I 49" �a-1/z-1/4 12.038-13.302 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 YllamlBad,Prodn" I 13.303-16.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 _ 2-ANCHOR 4_1/2 y4 12.038-14.333 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 53-1/8" CLUSTER DETAIL 1/3-%-�% 14.334-18.050 1+C2+1+C2+1 2 1+C2+1+C2+1 21 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 Y4-1/2-Y412.038-16.302 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 _ 61" 6"MAX.O.C. -�-I 1/a-%3 1/ 16.303-20.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 %4_1/Z y4 12.038-20.052 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1 3 76" custom 20.053-22.185 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 rA 1/31/31/3 22186-25.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 /// > z oz Y4-1/, Y, " -24.082 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 R o o O 92-1/ 8" custom 24.083-26.185 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 }� 'o aloo O 26.186-31.048 1+C2+1+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 3-ANCHOR O'r r N Z -25.302 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 O-I o °' W %z-% CLUSTER DETAIL z L m� n 97" custom 125.303-27.185 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 =L 'S2 J78 n U U o ®� J "��o,o Y3:/3-y3 27.186-32.675 1+C2+1+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 W W cc ¢ F -N Y4_Y2 1/4 •" -28.302 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 0> Z 109" custom 28.303-30.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 z rn v W _rn 1/3-%3--1/3 30.186-36.675 1+C2+2+C2+1 2 W 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 J m u- ¢ O y4%2%4 " -29.463 1+C2+3+C2+1 2 1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 0 I-- N 113b/8" custom 29.464-33.185 1+C2+3+C2+1 2 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 GUIDE TO USING ANCHOR QUANTITY 1/3-1/3-1/3 33.186-38.222 1+C2+2+C2+1 2 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 TABLES FOR XOX WINDOWS: ? O z I'a45 -31.052 1+C2+3+C2+1 2 1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 C7 ¢ 120" custom 31.053-33.185 1+C2+3+C2+1 2 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C3+3+C3+1 3 0 D' 1 fC2 3+C 1+1°3' ? O l custom 133.186-38.222 11 1+C2+2+C2+1 121 1+C2+2+C2+1 121 1+C2+2+C2+1 2 1+C2+2+C2+1 131 1+C2+3+C2+1 3 1+C3+3+C3+1 3 U MIN.SASH WIDTH(FLANGE WINDOWS)=OVERALL WIDTH-58.556 U ¢ z¢ _ 2 •'MIN.SASH WIDTH(EQUAL-LEG WINDOWS)=OVERALL WIDTH-57.556 and �sap saua5 2 CLUSTER OF 2 CLUSTER OF 2 3 ANCHORS ANCHORS ANCHORS IN THE ��111 rr7j7 1 ANCHOR AT CENTERED AT THE CENTERED ATTHE ,IAMB `��` NY LYNN THE SASH 3 ANCHORS AT MEETING RAIL ' •'' MEETING RAIL THE FIXED LITE _'�••'L1GEN,gF'•.�� 22-112"MAX.O.C. IIS 1ANCHORAT �: ••� 9"MAX. I - 12"MAX O.C. THE SASH No.58705 NOTES: ;TO•. /SITA! •C(/` 9"MAX, TEO X O X n 1)OVERALL(TIP TO TIP)DIMENSIONS SHOWN.FOR EQUAL-LEG / _ •.•LORIO)" WINDOWS,SUBTRACT 1"FROM THE TIP-TO-TIP DIMENSION IN THE TABLE �i7 SS •" �G TO DETERMINE THE WINDOW SIZE. MEETING RAIL REPEAT ANCHOR PATTERN AT SILL 777/;�NALI`��` 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE. A.LYNN MILLER,P,E. P.E.#58705 TABLE 17: Glass Types:8,10,11 Overall Sash Sash Anchor Quantities for XOX Windows Meeting Rail:Standard 12"MAX.O.C. Width 21-1/B"Overall Hgt. 29"Overall Hgt. 37"Overall Hgt. 49"Overall Hgt. 55"Overall Hgt. 63"Overall Hgt. Wilt -fes Width ConfigurationWidth (in) a a a n o a Head&Sill Head&Sill ' Head&Sill ' Head&Sill ' Head&Sill E Head&Sill -EE 1/4-1/2-Y4 12.038-12.052 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 // �j/ Approved ae.amplying wl(h tiry 44" Florida IWiding 1/3_1/3_%3 12.053-15.008 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 Dat. L1 1 t 1 12.038-13.302 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 .SOA# 1 49" 14-/2-/4 lilaml Dade Praduct C 1 1/3'1/3-1/3 13.303-16.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 2-ANCHOR '-- 53-1/8" Y,-Y,-1/412.038-14.333 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 CLUSTER DETAIL 1/3-1/3-1/3 14.334-18.050 1+C2+1+C2+1 21 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 ii Y4-2-412.038-16.302 1+C2+2+C2+1 2 1+C2+2+C2+1 12 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 6"MAX.O.C. 61" 2-- 1/3?/3_1/3 16.303-20.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 21 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1/4j/2-1/4 12.038-20.052 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 76" custom 20.053-22.185 1+C2+1+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3Y/ W z m 1/3?/j 1/3 22.186-25.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 / / > CD 1 1/2_1/4 •' -24.082 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+3+C3+1 3 92-118" custom 24.083-26.185 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 N i w al°a O 1/3-1/3-1/3 26.186-31.048 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 3-ANCHOR 1 c1_j 0arc 0) Zo Z Lu Ya-1/2-1/4 •• -25.302 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+3+C3+1 3 CLUSTER DETAIL z LL coo o t• 9T' custom 25.303-27.185 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1+C3+2+C3+1 3 U V C ®� Mo W- 10 Q ¢ a '0N 1/3-3-1/3 27.186-32.675 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 ~L. c° H DMO o> (n 1/4 Y2-1/4 « -28.302 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+3+C3+1 3 o Z v (n 109" custom 28.303-30.1 B5 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 z r- c2- Q' W co . 30.186-36.675 1+C2+2+C2+1 2 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C3+3+C3+2 3 2+C3+3+C3+2 3 1+C3+2+C3+1 3 J OD 72-- 1/3-1/3'1/3 O Fa•- O � I 1/4-2-Y, •• -29.463 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+3+C3+1 3 m r GUIDE TO USING ANCHOR QUANTITY ® N - 113518" custom 29.464-33.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 F- TABLES FOR XOX WINDOWS: " o zQ iaa4$ j %3-%3 1/3 33.186-38.222 2+C2+2+C2+2 2 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C3+3+C3+2 3 2+C3+3+C3+2 3 2+C3+2+C3+2 3 _ 1/4-1/2-% •• -31.052 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+3+C3+1 3LLo o 120" 1 custom 131.053-33.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C3+4+C3+1 3 1+C3+4+C3+1 3 1+C3+3+C3+1 3 1+G243+132+1113 � ? custom 33.186-38.222 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C3+3+C3+2 3 2+C3+3+C3+2 131 2+C3+3+C3+2 3 j U f J Z 2 ^ FLANGE OVERALL WIDTH-56.556 Q MIN.SASH WIDTH WINDOWS �¢ ( ) 2 a17'1 - 0 saua$ CLUSTER OF 2 CLUSTER OF 2 3 ANCHORS '•MIN.SASH WIDTH(EQUAL-LEG WINDOWS)=OVERALL WIDTH-57.55fi ANCHORS ANCHORS IN THE 2 1 ANCHORAT CENTERED AT THE CENTERED AT THEJAMB �� ONV LYNA/ THE SASH MEETING RAIL 3 ANCHORS AT MEETING RAIL THE FIXED LITE ` �'� VyGENgF'• 22-112"MAX.O.C. f1mllDHORAT •'.� 9"MAX. �+- 12 MAX O.C. THE SASH No.58705 --) -----) r--- NOTES: IO•� STATE 9"MAX. p �� .' t 1)OVERALL(TIP TO TIP)DIMENSIONS SHOWN,FOR EQUAL-LEG / X 0 X �(C` '�<ORIOI^ NR',:' t WINDOWS, SUBTRACT TWIND FROM THEZE. TIP-TO-TIP DIMENSION IN THE TABLETO NAL ENG�� MEETING RAIL REPEAT ANCHOR PATTERN AT SILL I I i i I i i i\ 2)FOR SIZES NOT SHOWN,ROUNDUP TO THE NEXT AVAILABLE SIZE. A LYNN MILLER,P.E. P.E.#5872 TABLE 18: 12"MAX.O.C. Anchor Quantities forXOX Windows Glass Types:9, 13,14,15 Sash Meeting Rail:Standard Overall Sash Width 21-1/8"Overall Hgt. 29"Overall Hgt. 37"Overall Hgt. 49"Overall Hgt. 55"Overall Hgt. 63"Overall Hgt. Width Configuration Range(in I n m Head&Sill E Head&Sill ' Head&Sill E Head&Sill ' Head&Sill ' Head&Sill 1/4-1/2-!/4 12.038-12.052 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+02+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 approved w complyingwirh&, 44" Floridu0 Wing Cwt 1/3 1/3-1/3 12.053-15.008 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 at. 2-ANCHOR rose l 1/4-y2-1/4 12.038-13.302 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 CLUSTER DETAIL mblat DMk Product 49" 1/3-1/3-%3 13.303-16.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 Ya-1/z-y4 12.038-14.333 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 53-1/8" s^Max.D.C. --I x- 1/3-1/3-1/3 14.334-18.050 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 Y4_1/2-1/4 12.038-16.302 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C3+2+C3+1 3 61" ' 1/3 1/3�/3 16.303-20.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3' 1+C2+1+C2+1 3 1+C3+1+C3+1 3 / � 1/4_%2%4 12.038-20.052 1+C2+2+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 76" custom 20.053-22.185 1+C2+1+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 ci o� Y 1/3'1/3�/3 22.186-25.675 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 j N o c= O `Ni 1/41/21 +� -24.082 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+4+C3+1 3 3-ANCHOR 0 w o 92-118" custom 24.083-26.185 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 CLUSTER DETAIL C}7 N z e ai.O 0 'k Y3-1/3-1/3 26.186-31.048 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 OJ M a Z Z O Y4-1/2-y4 •- -25.302 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+4+C3+1 3 4"MAX.O.C. -�-I �-�- Z LL m 9T' custom 25.303-27.185 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1 3 L)V o ®J � �e r W- 00 H� J uMo�O oN 1/3-1/3-Y3 27.186-32.675 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1 3 1+C3+2+C3+1 3 1+C3+2+C3+1 3 v < F- U' nxa W rn Y4-y,-1/4 -28.302 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C3+4+C3+1 3 o> v a Z m 109" custom 28.303-30.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C3+3+C3+1 3 1+C4+3+C4+1 3 / // `-Z " W W rn %3_%-% 30.186-36.675 1+C2+2+C2+1 2 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C3+3+C3+2 3 2+C3+3+C3+2 3 2+C4+3+C4+2 4 J [D LL O F¢ O 1/4_1/21/4 -- -29.463 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C4+4+C4+1 3 m lY 113-5/6" custom 29.464-33.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C4+3+C4+1 3 4-ANCHOR ® " N ~ it H 1/3-y3-1/3 33.186-38.222 2+C2+2+C2+2 2 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C3+3+C3+2 3 2+C3+3+C3+2 3 2+C4+3+C4+2 4 CLUSTER DETAIL F O Z¢ faays Ya-1/z 1/4 -31.052 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 1+C4+4+C4+1 3 _ C71 a a 120" custom 31.053-33.165 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2 3+C2+1 2 1+C3+4+C3+1 3 1+C3+4+C3+1 3 1+C4+4+C4+1 3 custom 33.186-38.222 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C2+3+C2+2 2 2+C3+3+C3+2 3 2+C3+3+C3+2 3 2+C4+3+C4+2 4 1+C 43+C2+1!13 w U �_ '•MIN.SASH WIDTH(FLANGE WINDOWS)= OVERALL WIDTH-58.556 O Q Q 2 "MIN.SASH WIDTH(EQUAL-LEG WINDOWS)=OVERALL WIDTH-57.556 GUIDE TO USING a,,.l asap sa�,as 2 ANCHOR QUANTITY CLUSTER CLUSTER OF 2 � 3 ANCHORS TABLES FOR XOX ANCHORS ANCHORS IN THE �� Op1Y LYNN 1ANCHOR AT CENTEREDATTHE CENTERED AT THE WINDOWS: THE SASH 3ANCHORS AT MEETING RAIL JAMB ��•.•'•�•1GENSF ••�� i MEETING RAIL THE FIXED LITE Q:• •:�� 22-1/2"MAX.O.C. 1 ANCHOR AT No.58705 9"MAX. 12"MAX O.C. THE SASH - * - _� v[- NOTES: - � ----1 r1 r---- r- - O•'. SATE OF •�� 1)OVERALL(TIP TO TIP)DIMENSIONS SHOWN.FOR EQUAL-LEG WINDOWS,SUBTRACT I"FROM THE TIP-TO-TIP DIMENSION IN THE TABLE `X Q X 9 MAX R1DI'; ��s '•.c�� ,.•'G\�� TO DETERMINE THE WINDOW SIZE. / � 11111, 2)FOR SIZES NOT SHOWN,ROUNDUP TO THE NEXT AVAILABLE SIZE. MEETING RAIL REPEAT ANCHOR PATTERN AT SILL A LYNN MILLER,RE P.E.#58705 I INSTALLATION OPTION 1 INSTALLATION OPTION 2 INSTALLATION OPTION 3 ANCHORED THROUGH FRAME INTO ZX WOOD FRAME ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND 1X BUCKSTRIP OR BUCKSTRIP.SEE NOTE 2,THIS SHEET. DIRECTLY INTO CONCRETE/CMU. INTO CONCRETE/CMU.SEE NOTE 2,THIS SHEET. 11T MAX.SHIM SEE TABLE 1/4"MAX.SHIM �+— EMBEDMENT EDGE DISTANCE EMBEDMENT NOTE B,FOR HEAD TYPE SASH VISIBLE12�J 4 ovedmcam I i wI1L t LIGHT WIDTH I %p rJing CoJ� � 8 hh 1/4 MAX. D EMBEDMENT EDGE EDGE Dare SHIM DISTANCE 17 DISTANCE 35 " qOA# M6.1 Dade Pradua C-11MI If TYP.ANCHOR TYPE, " FIXEDVISIBLE " + EMBEDMENT AND EDGE LIGHT WIDTH , DISTANCE PER SUBSTRATE, - SEE TABLE 19. •" 12"LENGTH,7CENTERED 63 EXTERIOR • 1 20 ABOVE SASH i6 m 14 15 NP.ANCHOR TYPE, HOR TYPE, EMBEDMENTANDEDGE DISTNT AND EDGE OVERALL WIDTHSUBSTRATE,SEEATABLECE E9E PER SUBSTRATE,SEE TABLE 19 &NOTE B FOR HEAD TYPE. W ? `— &NOTE B FOR HEAD TYPE. HORIZONTAL SECTION A-A > w22 ay (SHOWN WITH I.G.GLAZING) Of N o o 0 VISIBLEgLIGHT 11 �{ 1/4"MAX.SHIM 0 N i atop OOf O OVERALL HEIGHT 4 I O d N CO p INSTALLATION O LL 0 m i HEIGHT 52 Z O OPTION 4 =ui J ANCHOREDTHROUGH W 50 FRAME INTO METAL F Z OD x¢ Q 'aN $1 OD C3 W H 'JMp �> > 50 O Z a Z EMBEOMENTAND OfTYP.ANCHOR TYPE, 13 EXTERIOR EDGE DISTANCE J LL 50 ^ PER SUBSTRATE, J W O 10 40 SEE TABLE 19. 0 Z 19 a 14 15 MIAMI-DADE APPROVED MULLION,FBC ® N LL 7 COMPLIANT ALUMINUM/STEEL FRAMING a O Z IaayS OR STEEL STUD.MAY BE VERTICAL OR j = O 6"LENGTH,CENTERED HORIZONTAL SECTION C-C HORIZONTAL.SEE SUBSTRATE ¢ H Q AT MEETING RAIL, (SHOWN WITH MONO.GLAZING) PROPERTIES,TABLE 19. Z J 0 ANCHORED WITH(4) Q r 18 SCREWS,(P#60). w ONLY REQUIRED IF NOTES: v J Z = OVERALL HEIGHT IS Q OVER 63". 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON TABLE 19; ant �sap saua5 TABLE 19.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. Min.Edge Min. A)MIN.OF 3 THREADS ANY Anchor Substrate N OPTION SHOWN MAY BE USED ON ANYSIDE Southern Pine IS =0.55) Distance 116Embedment SUBSTRATE ent E METAL OFTHE WINDOW. \\ NYILYNN P#12Steel, Aluminum,6063-75 min. 3!8" 0,063" � �2)MASONRYANCHORS MAY BE USED INTOWOODAS PERTABLE B)USE ONLY FLATHEAD .• \,KENS1/4^MAX, • EMBEDMENT1g.ALL WOOD BUCKS LESS THAN 1-1 YL"THICK ARE TO BE A36 Steel 3/8" 0.063" a FANCHORS IN HEAD ANDSHIM CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE Steel Stud,Gr.33 min. ale" 0.045"(18 Ga) SILL.PAN/HEXIFLAT HEAD No.58705 EXTERIOR OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. - ;WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER.1X Concrete(min.3.35 ksi) 1" 1-3/4" TYPE O ALLOWABLE FOR 7¢EDGE ^ TYP.ANCHOR TYPE, AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY Ungrauted CMU,(ASTM C-90) 2-1/2" 1-114^ ANCHORS IN THE JAMBS. DISTANCE EMBEDMENT AND EDGE TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN Southern Pine(SG=0.55) 1" I-w8" C 'UNGROUTED CMU" I 4T? C(/ DISTANCE PER SUBSTRATE, AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER Concrete(min.2.85 ksi) 1" 1$/8" VALUES MAY BE USED FOR O'n•' � •• INSTALLATION OPTION SEE TABLE 19. OR ARCHITECT OF RECORD. 1/4"Steel iC� '•F(ORIOP.• \_ ` Ungrouted CMU,(ASTM C-90) 2-112" 1-1/4" GROUTED CMU ��S _ G\� ANCHORED THROUGH FRAME Ultracon APPLICATIONS. ��S/ DIRECTLY INTO CONCRETE/CMU. 3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED TO AS Southern Pine(SG=0.55) 1" 1.318" ��/OfVAL 1� DAYLIGHT OPENING)IS MEASURED FROM BEADING TO BEADING. VERTICAL SECTION B-B A LYP.E.#NN 6PE 8 05 INSTALLATION OPTION 1 INSTALLATION OPTION 2 INSTALLATION OPTION 3 ANCHORED THROUGH FRAME INTO 2X WOOD FRAME ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND 1X BUCKSTRIP OR BUCKSTRIP.SEE NOTE 2,THIS SHEET. DIRECTLY INTO CONCRETEJCMU. INTO CONCRETE/CMU.SEE NOTE 2,THIS SHEET. 1/4"MAX.SHIM1/4"MAX.SHIM EDGE DISTANCE �� EMBEDMENT Imo_ I EMBEDMENT SASH VISIBLELIGHT WIDTH EDGE 12 J 6 __T-I 114"MAX. EDGE a 4phr6cad ae oom( EngsrBO� SHIM EMBEDMENT 17 DISTANCE DISTANCE ° �r dig 35 %OA# TYP.ANCHOR TYPE, FIXED VISIBLE tJarlc Prodocl 0 EMBEDMENT AND EDGE ° LIGHT WIDTH ° . DISTANCE PER SUBSTRATE, , SEE TABLE 20. ° ° .. • 63 EXTERIOR , 3 12"LENGTH,CENTERED ('l E 20 ABOVE SASH °' •a 16 v °• 's 14 15 I TYP.ANCHOR TYPE, TYP.ANCH\_E___ EMBEDMENT AND EDGE I BUCK WIDTH EMBEDMENT A DISTANCE PER DISTAN SUBSTRATE,SEE TABLE 20 SUBSTRATE,SEE TABLE 20 ti 00 Y &NOTE B FOR HEAD TYPE. HORIZONTAL SECTION A-A BNOTEBFOR HEAD TYPE. j w `O) O as (SHOWN WITH I.G.GLAZING) p o CD ff� VISIBLE >-rl- o aloe 0 Q LIGHT 11 1/4"MAX.SHIM 'N7 tz-w O HEIGHT J LL o a F Z Z HEIGHT 52 BUCK 6 INSTALLATION z m o, OPTION 4 v U d ANCHORED THROUGH llJ _< ¢ umo.p aN 51 50 FRAME INTO METAL F-W 3 )- wo r> Obi a Z 50 TYP.ANCHOR TYPE, r, EMBEDMENTAND Z 0_ t'7 13EDGE DISTANCE W W EXTERIOR 10 40 50 I-I PER SUBSTRATE, J J O `J SEE TABLE 20. 0 j ro 19 ® m N C! 14 15 9 MIAMI-DADE APPROVED MULLION,FBC� = O Z laays COMPLIANT ALUMINUM/STEEL FRAMING H HORIZONTAL SECTION C-C OR STEEL STUD.MAY BE VERTICAL OR Q 2 p Q 6 "LENGTH,CENTERED AT HORIZONTAL.SEE SUBSTRATE o_ O Q o MEETING RAIL, (SHOWN WITH MONO.GLAZING) PROPERTIES,TABLE 20. 0 Z J n 18 ANCHORED WITH(4) w SCREWS,(P#60).ONLY D :3 36 REQUIRED IF BUCK NOTES: Q Z = HEIGHT IS OVER 62". 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON TABLE 20: aAf1 asap sauas TABLE 20.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. Min.Edge Min. A)MIN.OF 3 THREADS ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE Anchor Substrate Distance Embedment BEYOND THE METAL \\11111 I I I I 1// OFTHEWINDOW. ( ) 1 0 LYNN Southern Pine SG=0.55 9/16" 1-3/8" SUBSTRATE. 1/4"MAX. , #72 Steel. ;�� `t��,......., 2 MASONRY ANCHORS MAYBE USED INTO WOOD AS PER TABLE Aluminum,6063-TS min. 3I8" 0.063" '� LICENS SHIM EMBEDMENT ) 16-8 Or 410 B)USE ONLY FLATHEAD C\•' F • 20.ALL WOOD BUCKS LESS THAN 1-12"THICK ARE TO BE SS Screw A36 Steel 3/8" 0.063' ANCHORS IN HEAD AND ' CONSIDERED 1X INSTALLATIONS.IX WOOD BUCKS ARE Steel Stud,Gr.33 min. 3/8' 1 0.045"(18 Ga) SILL.PAN/HEX/FLAT HEAD _* No.58705 EXTERIOR ° OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. Concrete(min.3.35 ks) 1" 1-314" TYPE IS ALLOWABLE FOR WOOD BUCKS DEPICTED AS 2X ARE 1-12"THICK OR GREATER.1X 114"410 SS ANCHORS IN THE JAMBS. EDGE TYP.ANCHOR TYPE, AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY CreteFlex Ungrouted CMU,(ASTM C-90) 2-12" 1-1/4' Ip DISTANCE EMBEDMENT AND EDGE TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN Southern Pine(SG=0.55) 1" 1-318° C)"UNGROUTEO CMU" %�0. T�ESF o � DISTANCE PER SUBSTRATE, AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER T �/: INSTALLATION OPTION 2 SEE TABLE 20. Concrete(min.2.BSksI) 1" 1-3/8" VALUES MAY BE USED FOR C(� '•.'L4ORIDF`.•'' \�� OR ARCHITECT OF RECORD. 1/4"Steel Ungrouted CMU,(ASTM C-90) 2-1/2" 1-114" GROUTED CMU moi/lS .... ANCHORED CO UGH FRIACMU. 3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED TO AS Ultrecon Southern Pine(SG=0.55) 1" 1-3/8" APPLICATIONS. ///;S1ONAL DAYLIGHT OPENING)IS MEASURED FROM BEADING TO BEADING. ////III 1111 A.LYNN MILLER,P.E. VERTICAL SECTION B-B P.E#58705 INSTALLATION OPTION 5 EDGE DISTANCE ANCHORED THROUGH FIN INTO ZX EDGE EDGE INSTALLATION OPTION 5 EDGE DISTANCE If— DISTANCE ANCHORED THROUGH FIN INTO 2X 1/4"MAX SHIM WOOD FRAME OR BUCKSTRIP. DISTANCE —+1 WOOD FRAME OR BUCKSTRIP. TYP.ANCHOR TYPE,EMBEDMENT TYP.ANCHOR TYPE, O AND EDGE DISTANCE PER O 1/4"MAX SHIM EMBEDMENT AND EDGE SUBSTRATE,SEE TABLE 21. DISTANCE PER SUBSTRATE, SEE TABLE 21. EMBEDMENT SASH VISIBLE J 5 apP*aved ae c¢suplying wph l� EDGE LIGHT WIDTH —I 1Z Flnrtdn%djh c DISTANCE 0 17 EMBEDMENT XBxP1i V D!B EDGE — - 35 1�lan3 Rade pmdup ahol EMBEDMENT DISTANCE FIXED VISIBLE l I— LIGHTWIDTH t1/4"MAX. SHIM o 12"LENGTH,CENTERED 63 EXTERIOR 2 20 ABOVE SASH 16 TYP.ANCHOR TYPE, EMBEDMENT AND EDGE 1/4"MAX.SHIM 0 00 Y DISTANCE PER BUCK WIDTH W K C) lA SU BSTRATE,SEE TABLE 21. r �—Q, L ei '�aa HORIZONTAL SECTION A-A (SHOWN WITH I.G.GLAZING) OPTION 6 INSTALLATION co >-r'- H° '0°0 0 11 O N z HO ANCHORED THROUGH O A w CQ Z LI GHT 5 INTEGRAL FIN INTO METAL oo 0.F - W o HEIGHT 52 U LL ®J 9 _ BUCK J HEIGHT 50 W 51 F_W� ,.., 0 Y C13W Z Z Z v LL rn 50 J LL EXTERIOR _j O 13 50 w r 10 40 ® m nl ~ 14 15 a � 19 MIAMI-DADE APPROVED MULLION,FBC = 0 Z 1aa45 COMPLIANT ALUMINUMISTEEL FRAMING TYP.ANCHOR TYPE, j Z O 8 OR STEEL STUD.MAY BE VERTICAL OR EMBEDMENT AND EDGE Q HORIZONTAL SECTION C-C HORIZONTAL.SEE SUBSTRATE DISTANCE PER SUBSTRATE, p 7 g (SHOWN WITH MONO.GLAZING) PROPERTIES,TABLE 21. SEE TABLE 21. Z Q r L) ~ J 2 Q Z 36 NOTES: TABLE 21: aII!1 �sa°sauas 1/4"MAX Anchor Substrate Min.Edge Max. Min. SHIM 1)USE ONLY SUBSTRATE-APPROPRIATEEDONABLE 21.FOLLO2-1/2"x.113"Box Nail Southern Pine(SG=0.55) Distance O.C. Embedment \\ N ANCHORS LISTED ON TABLE 21.FOLLOW Y LYN EMBEDMENTAND EDGE DISTANCE 2-112"x.131"Common Nail Southern Pine(SG=0.55) 3/8" 5" 2-7/16" �\'`\�`O'••CENS•�� LIMITS.ANY INSTALLATION OPTION : _• L7 P �(C EDGE DISTANCE SHOWN MAY BE USED ON ANY SIDE OF 2-1/2"x.145"Roofing Nail Southern Pine(SG=0.55) 3/8" 5" 2-7/16" a EXTERIOR THE WINDOW. 2-1/2"x.145"Roofing Nail Southern Pine(SG=0.55) 3/8" 5" 2-7/16" *,/ No.58705 EDGE DISTANCE 2)VISIBLE LIGHT WIDTH OR HEIGHT Southern Pine(SG=0.55) 1/2" 5" 0.09" #10 Steel Trusshead Screw or 0.125"Aluminum,6063-T5 min. 5115' S" 0.09" (ALSO REFERRED TO AS DAYLIGHT #12 Steel,18-8 or 410 SS p '" 411 EMBEDMENT OPENING)IS MEASURED FROM BEADING Screw 0.050"A36 Steel 5/16" 5" 0.050" ` TYP.ANCHOR TYPE,EMBEDMENT O ST TE F INSTALLATION OPTION 5 TO BEADING. 0.045"(18 Ga)Steel Stud,Gr.33 min. 5/16" 5" 0.045" /TS .,�(ORIOP.•'G\?� AND EDGE DISTANCE PER ANCHORED THROUGH FIN INTO 2X SUBSTRATE,SEE TABLE 21. 3)ANCHOR TO BE INSTALLED WITHIN 1)MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. ///ZONAL 1e? WOOD FRAME OR BUCKSTRIP. 2-1/2"OF FIN CORNER. A LYNN MILLER,RE VERTICAL SECTION B-B P.E.#58705 2.724" �- 1.488" .112" - .987" I�- I� 2.724' 2.724" Lj 3.184" 2Cud pprorcd s+conPEyi.^.g wifb U,2.560" 2.786" 2.786" 2.786" f loriJa NiJing c 2.060" ��• 7+Q ti7UdY:.63dc oduM COMoI - .062" .062" �f .062" .062" .062' .062" - , O HEAD,FLANGE FRAME @ FINAFRAME INTEGRAL HEAO LEGGOFRAME EQUAL OO FRAME FLANGE O FIN FRAME INTEGRAL JAMB,EO FRAME QUAL LEG 2.724" r{ 2.724" 2.724" r{ 1.246" .040" 1.513" ti a0 `L LU .062" 723" D A o U 3.151" 3.908" .808"F~ -�{ .875" �- }r o 55� atop O Q 3.651" 4276" INSTALLATION 00 ow U O t7 to cr WINDLOAD ADAPTER ry o _ .062" HOLE COVER O J o urn W Z LL c2 n .062" .062 U U O �o�p r �+- 1.415" �- 1.446^ H Z ,t ~s¢ Q ON O SILL,EQUAL LEG FRAME .518" O Z pj a Z 10" rat _ O SILL,FLANGE FRAME t0 SILL ADAPTER -J U .7coi Of W _ .062" - 1 LL �+-- 2.211" �{ 040 -t O . 2.105" -� s SILL,INTEGRAL 0 00 i O FIN FRAME 20 ANTI-LIFT CLIP ` 2211^ t9 SILL TRACK ® m nj j .170" T .062" 2.149" 1.309, �- 1.803" T �.630" .464" ---� � � U taa4S .360" � > 2 .062" 1.138" 7 LL O p 2.273" 1.136" 797" .798" O � co - .062" .100" -� 1.300 �� .045" .070" .065" U _ .170 .120 Q W t1 SASH PULL RAIL tz SASH LOCK RAIL t3 SASH TOP 8 t4 HD MEETING RAIL is STD MEETING RAIL t6 SCREEN ADAPTER IG BEAD 219 IG SNAP BEAD a11'1 osap sauaS BOTTOM RAIL \1t 111111 .050" T .045" TABLE 22:MATERIAL PROPERTIES USED SILICONE HO BUTYL AT-MELTLUMINUM POLYISOBUTYLENE DESICCANT FILL '� -tCEN4REINFORCEMENT5116"NOM. IGENS�FOR ANCHORAGE CALCULATIONS: SEAL STRUCTURAL Material Min.Ft Min.F„ pOLYISO- 114"NOM. 3116"NOM. SILICONE '•, Steel Screw 92 ksi 120 ksl BUTYLENE WITH STRUCTURAL BUTYL 8 5116"NOM. SEAL _74' NO.58705 .795" .795" 189 Screw 60 ksi 95 ksi DESICCANT SILICONE DESICCANT ROLL-FORMED _ 74• 410 Screw 90 ksi 110 ksi FOAM WITH FOAM STAINLESS STEEL "• . Elco UkraCon@ 155 ksi 177 ksi DESICCANT }T 410 SS Elco CreteFle%® 127.4 ksi 189.7 ksi EXT.GLASS EXT.GLASS EXT.GLASS �O• S A0 .492"�-F -'I.612" EXT.GLASS a 4U 6063.75 Aluminum 16ks1 22 ks1 INf.GLASS INT.GLASS %C�s •.<ORIDP x3 7/16"BEAD z4 5/16"BEAD A36 Steel 36 ksl 58 ksi KODISPACE INT.GLASS SUPER SPACERT.GLASS DURASEAL XL EDGE '�SiONq� Gr.33 Steel Stud 33 ksi 45 ksi ONXT 7# /7 f 70 4SGTPS 71 TM 72 SPACER 73 SPACER A LYNN MILLER,P.E P.E.#58705 TABLE 23: Item# Part# Description Material 1 624038 Heed,Flange�Frame �jum 7�MBB63_ ASSEMBLY DETAILS FOR 2— 624039 Hear,Integral Fin Frame Alum,6063-T6 XO FLANGE FRAMES 3 624040 Head,Equal4eg Frame Alum.6063-T6 (OTHER FRAME TYPES 4 624001 Jamb,Flange Frame Alum.6063-76 CONFIGURATIONS SIMILAR) 5 624017 Jamb,Integral Fin Frame Alum.6063-T6 61 61 6 624028 Jamb,Equal-leg Frame Alum.6063-1-6 7 624035 Sill,Flange Frame AJum,6063J6 Apprmed as-avWJyIxilvAihQh Fbd&9 idin 8 624036 Sill,Integral Fin Frame Alum.6063-T6 WW 9 624037 Sill,Equal-leg Frame Alum.6083-76 L 61 10 624034 Sill Adaptor Alum.6063-T6 'Mian-made&. 2311 11 624043 Sash Pull Rail Alum.6063-T6 12 6240D6 Sash Lock Rail Alum.6W5A-T61 13- 1 624041 Sash Top&Bottom Rail Alum.6063-T8 14 024027 HD Meeting Rail Alum.6063-176 13 is 624005 Bid.Meeting Rail Alum.600BA-761 16 624047 Screen Adapter Alum.6063-76 17 624051 Installation Hole Cover Num.6063-T6 iy 18 64125M Windload Adapter Alum.6063:M 19 624042 Sill Track Alum.6063-176 20 624015 Anti-Lift alp Alum.6063-T6 I I UJ 2 21A 112400 ad Alum.6063-T5 16 11 Lu 24 Snap Bead Alum.6063-T5 O o C:, co 23 624026 7/16"Lami Glaz.Bead Alum.6063-T6 14-1 W ala, 0 24 624013 51W Lami Glaz.Bead Alum.6063-TB (D 04 0� 0 v w0 30 6TP247 Glazing Bead,Bulb Vinyl for#624013&#624026 Vinyl : Z Z Q) 31 6717248 Glazing Bead,Bulb Vinyl for#624009&#624011 Vinyl Z U- 1:Ld R 2 32 712653K Mono setting Block 3132*X 1/4'X 1" Neoprene 0 6 0. 33A 71715K Lami IG Setting Block 118'x 314*x 1-1114' Neoprene 63 W wCD o pmp I '7 _j 33B 624014 IG Snap Setting Block Vinyl 0 > . ;.� 35 1 724045 Sweep Latch Cast Zinc z m Z I, 36 1 71298 Weep We Cover Vinyl 37 41722 Hole Plug Vinyl :3 LL 15 14 _j0 31 724021 Lock Rail Cover,(LH&RH) Vinyl 01 39 724050 Pull Rail End Cap Vinyl cc U, r'j 0 40 724048 Roller Housing&Sash Guide Vinyl 41 724052 Roller Wheels Brass 0 W -_qS 3: Z 42 724054 Sash Top Rail Gasket,(LH&RN Polyethylene < :E 0 X 43 724055 Sash Bot Rail Gasket,(LH&RH) Polyethylene 0 D L) 44Z 724057 Frame Header Gasket,(LH&RI) Polyethylene 36 -6 r-. 45 724058 Frame Sill Gasket,(LH&RH) Polyethylene 1 41 39 _j 0 -46 724063 Meeting Rail Gasket Polyethylene 61 so Weatherstrip,.187"x.170",Fin Seal @ Sash 51 Weatherstrip,.187"x.270',Fin Seal @ MR 52 67070 Bulb VinylLY4 I'/,, 60 710X38PPAX#10X318"Ph.PH SMS(Windload Adapter) Stainless Steel 61 ..........GtCENg. 61 781PDX #8 X V Qd.PH SMS(Frame&Sash Assembly) Stainless Steel W INTERIOR 63 Aluminum Screen with Fiberglass Mesh Varies1 No.58705 .1p 70 Kommeding Kodispace 4SG TPS 7 Quanex 18 for See Sheet \438) 71 Super Spacer nXr 72 Quanex Duraseal Spacer INTERIOR rAt.9Eo� Materials IN ell 0.. *1/ 73 Cardinal AL Edge Spacer L 74 1 Dow 791,899 or GE 7700 Backbedding (BI Silicone L NOTES: 1)ALL CORNERS TO USE GASKET AND/OR SEALANT. 2)SOME PARTSIOPTIONS NOT SHOWN ON DRAWING FOR CLARITY. NN MILLER,P.E. 'o A'LYPA..bj7 1 M IAM I•DADE MIAMI-DADE COUNTY ® PRODUCT CONTROL SECTION DEPARTMENT Or 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) wwrv.miamidade.eov/economy PGT Industries,Inc. 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 6°SGD-770"Aluminum Sliding Glass Door w/90°& 135°corners—L.M.I. APPROVAL DOCUMENT: Drawing No. PGT0130,titled"Series 770 Ahem. SGD- LM Impact", sheets 1 through 22 of 22, dated 10/10/14, with revision C dated 04/05/17, 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 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 NOAH 16-0629.06 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M.Plasencia,P.E. =TY NOA No. 17-0420.12 ,r Expiration Date: February 17,2020 f vielr � Approval Date: September 28,2017 Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitter)under NOA No. 14-0123.10) 2. Drawing No. PGT0130, titled "Series 770 Alum. SGD — LM Impact", sheets 1 through 22 of 22, dated 10/10/14, with revision C dated 04/05/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Reference Test report on 1)Uniform Static Air Pressure 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 Aluminum Sliding Glass Doors (w/PS, Super, Cardinal &Duraseal Spacers),prepared by Fenestration Testing Laboratory, Inc.,Test Reports No(s)FTL-8717,FTL-8970 and FTL-8968, dated 02/15/16, 06/17/16 and 06/20/16, all signed& seated by Idalmis Ortega,P.E. (Submitted under NOA No. 16-0629.06) 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)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, and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum sliding glass door,prepared by Fenestration Testing Laboratory,Inc., Test Report No.FTL-7554, dated 11/01/13, signed and sealed by Marlin D. Brinson,P.E. (Submitted under NOA No. 14-0123.10) 3. Test reports on:1)Air Infiltration Test,per TAS 202-94 2)Uniform Static Air Pressure Test,Loading per TAS 202-94 3)Water Resistance Test,per TAS 202-94. 4)Forced Entry Test per FBC 2411.3.2.1 and TAS202-94. 5) Large Missile Impact Test,per TAS 201-94 6) Cyclic Wind Pressure Loading,per TAS 203-94 along with marked-up drawings and installation diagram of aluminum Sliding Glass Doors,prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL-5980, FTL-5993, FTL-6036,FTL-6001,FTL-6014,FTL-6015,FTL-6017,FTL-6023, FTL-6024,FTL-6025,FTL-6028,FTL-6031,FTL-6033 and FTL-6036 dated 08/10/09, all signed and sealed by Julio Gonzales,P.E. Note: The test reports No. FTL 5980,FTL 6001 and FTL 6015 have been revised and reissued on 12/29/09, signed and sealed by Julio Gonzales,1347. (Submitted under NOA No. 09-0826.10) %' Jorge M.Plasencia,P.E. P7//duct Control Unit Supervisor NOA No.17-0420.12 Expiration Date: February 17,2020 Approval Date: September 28,2017 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Additional Reference Fixed Window Test Report No. FTL-7897(Cardinal spacer), per TAS 201,202 &203-94, issued by Fenestration Testing Laboratory, Inc. (Submitted under NOA No. 15-0430.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-5th Edition (2014)and FBC-611 Edition (2017), dated 04/18/17 and revised on 08/10/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America,Inc.for their "TrosifolO Ultraclear, Clear and Color PVB Glass Interlayers"dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. for their "SentryGlas®(Clear and White)Glass Interlayers"dated 06/25/15, expiring on 07/04/18. F. STATEMENTS 1. Statement letter of conformance with FBC-51h Edition (2014) and FBC-6` Edition (2017), dated 08/10/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated 04/18/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 3. Test proposal No. 16-0152 dated 03/09/16 approved by RER. 4. Lab compliance as part of the above referenced Test Report No(s) FTL-8717, FTL- 8970 and FTL-8968. G. OTHERS 1. Notice of Acceptance No. 16-0629.06,issued to PGT Industries, Inc. for their Series "SGD-770"Aluminum Sliding Glass Doors w/90° &135° corners- L.M.I. approved on 08/04/16 and expiring on 02/17/20. Jorge M.Plasencia,P.E. 1�r6duct Control Unit Supervisor NOA No.17-0420.12 Expiration Date: February 17,2020 Approval Date: September 28,2017 E-2 i SERIES 770 IMPACT RESISTANT SLIDING GLASS DOOR TABLE A: y Anchor Frame Mln.Fuge Min.D.C. Min. 0 o Group Anchor type Member Substrate Distance Dismnco Emha mentor INCLUDING POCKETS &900/1350 CORNERS - ___ Metal Thickness #1218-8 SMS, Southern Pine(SG=0.55) 9118" 7/8° 1-&8• GENERAL NOTES (Fy=60 ksl,Fu=95 ksi) All 6063-T5 Aluminum 318" 9/16• 0.090' 1)GLAZING TYPE OPTIONS:SEE TABLE B,THIS SHEET&GLAZING DETAILS ON SHEETS 4&5. 81z a10 SS SMS, A36 Steel 3/8" g/16° o,oso 2 DESIGN PRESSURES: A (Fy=90 ksl,F"=110 ksl) Gr.33 Steel Stud 318" 9116' 0.045"(18 Ge) A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM El 300. All Concrete min.2,22 ksl) 1-1/2" 3" 1V8" B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300. 114"Elco Aggre-GatorO Jamb/Pfiook Filled Black ASTM COD) 2" W 2" C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. Fy=57 ksi,F„=96 ksl Jamb/P-hook Hollow Block ASTM C90) 2" 3^ 1-114" 3)ANCHORAGE:THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS All Southern Plne SG 0.55) 1" 1" 1-3ltr PRODUCT. MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO #12 Steel SMS(Gr.5) Southern Plne(SG=0,55) 31" 118° 1318" CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE B (min.of threads beyond All 6083 T5 SteeAluml ilei 9118° 0.090" CURRENT FLORIDA BUILDING CODE.FOR ANCHORAGE DETAILS SEE-SHEETS 6-14, metal substrate) 338 steel 31W 9116" 0.050" Gr.33 Steel Stud 3/B" 9718' 0.045°18 Ga 4)SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE. 114•Elco UltraCon® All Concrete(min.2.86 ksl) 1" 4° 1-318' 5)INSTALLATION SCREWS,FRAME SPLICES,FRAME AND PANEL CORNERS TO BE SEALED WITH C Fy=155 ksl,Fs=177 ks1 Jamb!P-hook Hollow Block(ASTM C90) 1' B" 1-114' NARROW JOINT SEALANT. An Concrete(min.2.85 ksl) 2-112" 4" 1�8" 6)REFERENCES:ELCO ULTRACON,CRETEFLEX AND AGGREGATOR NOA'S,ANSI/AF&PA NDS FOR 1/4'Elco UltmConV WOOD CONSTRUCTION AND ADM,ALUMINUM DESIGN MANUAL. Fy=155 ksi,F"=177 ksi Jamb/P hook Filled Block ASTM C90 2.112" 4" 144" Jamb I P-hook Hollow Block ASTM C90 2-112" 6" 1414" 7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE ❑ Heed/Sill Concrete min,3.35 ksl) 1" 4• 1.3/4" CURRENT FLORIDA BUILDING CODE,INCLUDING THE_HIGH VELOCITY HURRICANE ZONE(HVHZ). 114.410 SS Elco CreleFlex® Jamb I P-hook Concrete(min.3.35 ksl) 1• 6' 1144' 8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER Fy=127.4 ksi,F„=189.7 kat Jamb 1 P-hook Hollow Block STM C90 2.112" 8" 1-114" CURRENT FLORIDA BUILDING CODE,AS APPLICABLE. A6 Southern Pine SG-0551 1• 11 9)TEST REPORTS:FTL-5980,FTL-5993,FTL-6001,FTL-6014,FTL-6015,FTL-6017,FTL-6022,FTL-6023, 1)WHERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGE FROM MORE THAN ONE OF THE ANCHOR GROUPS ABOVE, FTL-6024,FTL-6025,FTL-6028,FTL-6031,FTL-6033,FTL-6036 AND FTL-7554 CHOOSE THE ANCHOR GROUP OF THE LOWEST LETTER FOR ALL TABLES IN THIS APPROVAL. 2)ALL ANCHOR HEAD TYPES ARE APPLICABLE. 3)FOR STEEL STUDS,MIN.FU=45 KSI,MIN FY=33 KSI. 4)FILLED BLOCK VALUES MAY ALSO BE USED IN HOLLOW BLOCK APPLICATIONS, TABLE B.SEE DETAILS ON SHEETS 4&5 5)ANCHORS MUST BE OF SUFFICIENT LENGTH SO THAT A MINIMUM OF 3 THREADS EXTEND BEYOND METAL SUBSTRATE. Glass Oescrip0en(Llsfed from Exterior to Interior) ANCHOR NOTES Type 03 7118•Laminated:(2)Dles of 3/16°H3 Glass wI1h,090'PVB Intarlayef 1)FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY G3A 0- "' minated:(2)Life$of 114'Hs Glass wllh.090•PVB Imedayer MIAMI-DADE COUNTY APPROVED ANCHORS.SEE TABLE A ON THIS SHEET FOR EMBEDMENT,EDGE G4 minated:(2)Was of3116'HS Glass with.090`SG Interlyer DISTANCE AND SUBSTRATE REQUIREMENTS. G4A minaled:(2)Utesof114"HSGImawllh.090"SGImedayer G5 nated I.G.:3/16"T Exterior Cap+318"Air Space+7/1GLaminated; Lltw of3118'HS Glass with.090•PVB Intedayer 2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A,THIS SHEET65A inated I.E.:114"TExtodor Cap+6/16"Alr Space+7116'Laminated;(2)Lltes of3116"HS Glass with.090'PVB lntodayer PRODUCT REVISED GS naled I.O.:3116"TExteriorCap+318"AirSpace+7116'Laminated;(2)Utoaof3116'HS Glasswith.090•SG Imedayer 3)WOOD BUCKS DEPICTED AS 1XARE LESS THAN 1-1/2'THICK. as complying with the Florida PROPERLY SECURED,1X WOOD BUCKS ARE OPTIONAL IF UNIT IS Building CodeG8A (naled I.G.:114'T Exledor Cop+y16'Air Spaoo*7116°Laminated;(2)Lllos 813176'HS Glass wish.0.90`SG Irilerleyer INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKSNOA-No. 17-0420.12 G7 aminated:(2)Utes or3M8'ANN Glass with.090"SG InterlayerGTA md rated:(2)Utes of t/4 ANN Glass wkh.oe0 sG ntedayer DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER.1X AND 2X BUCKS Expiration pate 02/17/2020 (WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER GB 1"Laminated LG.:311.8'T Exterior Cap+318'Air Space 7116'Laminaled;(2)Utes of 3116"ANN Glen.with.090'SG Interlayer By G8A 1°Larmnated LG.:114°T Exterior Cap+5/16'A'v3pace+7116'Laminated;(2)Utes ot3116'RAIN Glass with.090'SG Imedayer LOADS TO THE STRUCTURE.BUCK DESIGN AND INSTALLATION IS Miami- a Product Control - THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF •ANM=ANNEALED RECORD&TO BE REVIEWED BY THE BUILDING OFFICIAL. "HS"=HEAT STRENGTHENED 'T'=TEMPERED GENERAL NOTES.............1 "PVB"-.090"TROSIFOLOPVB 13Y KURARAY AMERICA,INC, EXAMPLE CONFIGS..........2-3 4)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS "SG•=.09d'SENTRYGLASOBY KURARAY AMERICA,INC. REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO GLAZING DETAILS............4,5 BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. ANCHORAGE.....................6.14 DESIGN PRESSURE RATING IMPACT RATING DESIGN PRESSURES.......6-8 6)IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS SEE TABLES 1,2 A 3 ON RATED FOR LARGE&SMALL INSTALL DETAILS..............12-14 1 t 111 I i 1 y NOT REQUIRED.IF USED,NON-SHRINK,NON-METALLIC GROUT, SHEETS 8,7 8 6 MISSILE IMPACT RESISTANCE ELEVATIONS.....................15,16 . V LYN 7i MAX.1/4"THICK&3400 PSI MIN.,(DONE BY OTHERS)MUST FULLY �� ON N PANEL/SI LL TYPES.........17 SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO C1� 1LCEN$F M�l� CODES 1 STANDARDS USED: CROSS SECTIONS............18,19 THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF Q •2017 FLORIDA BUILDING CODE(FOC),6TH EDITION PARTS LIST.......................20 SUBSTRATE IS WOOD,30#FELT PAPER OR MASTIC IS REQUIRED _=*: No.68705 •2014 FLORIDA BUILDING CODE(FSC),5TH E017ION EXTRUSIONS....................21,22 ASTM E1300-09 BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS APPROVED *_ • — , •ANSUAF&PA NDS-2015 FOR WOOD CONSTRUCTION BY THE AUTHORITY HAVING JURISDICTION. O 7E�6F� �`_ •ALUMINUM DESIGN MANUAL,ADM-2015 6 •AISI S100-12 fWOTECHROCOGYDRNE A VEMCE,FL 34175 GENERAL NOTES AND MAP •'• ORIDf;,.•'• Gam! •AISC 360.10 i (Q (9!!)4601600 „a� �"',',�OIVAL etJ�?" n ey: Rawo,x CERT,OFAUDy.9L9290 SERIES 770 ALUM,SGD-LM IMPACTI11111110%," JR 04/OS.M7 C UPDATED TO FBC 2017,REVISED TABLES i,Z 3 6 A enpmmnromir ® s"m,,*rass tbb: awe av+t° wx A.LYNN MILLER,P,E. m•.ser,o"tc a Oo0` 'yiT&0fre"aoa P''T• SGD-770 NTS 1 a 22 PGT0f30 C P.E.956705 EXAMPLE CONFIGURATIONS CONFIGURATIONS NOTES: 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS MAX.UNIT WIDTH MAX.UNIT WIDTH POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB LOCATIONS USING DETAIL"Jw',"Jc","Kw"OR"Kc"INSTALLATION. EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE NOM.PANEL WIDTH NOM.PANEL WIDTH aw a pX*CXp,pXXXX OR XXXXp.OXXX IN POCKET CONFIGURATION PER TABLES 1-3 tw 0 PER TABLES 1-3 CAN BE OXXXp. 2)90-&135"CORNER CONFIGURATIONS CAN BE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. MAX.UNIT q! 3)FOR NOM.PANEL WIDTH,SEE TABLES 1-3. HEIGHT R HEIGHT PER TABLES 1-3 I i k PER TABLES 1-3 -9-=OPERABLE PANEL, .'0"=INOPERABLE PANEL, 'pi'=POCKET POCKET POCKET 1 . DETAIL LETTER L=4EL e�W=WOOD OR METAL INSTALLATION 1-PANEL 2-PANEL I \9/ 'c =CONCRETE INSTALLATION CONFIGURATIONS 1 CONFIGURATIONS @aI SHEET NUMBER MAX.UNITWIDTH MAX,UNIT WIDTH DLO WIDTH=NOM.PANEL WIDTH-7" NOM.PANEL WIDTH a g NOM.PANEL WIDTH c w Be DLO HEIGHT=DOOR UNIT HEIGHT-10.125" PER TABLES 1-3 PER TABLES 1-3 3 1y 1" 3 PANEL HEIGHT=DOOR UNIT HEIGHT-1.886" 1 1a R 1 1s Utz MAX UNITNIT MAX.U 3 9 19 t HEIGHT -, HEIGHT 1 1 5 PER TABLES I�3 /j 1,�"u PER 1114 TABLES 1-3 POCKET 3-PANEL CONFIGURATIONS 4-PANEL CONFIGURATIONS PRODUCT REVISED aS CoMplying with the Florida 0411ding Code __ NICIA-11a. 17-0420.12 MAX UNIT WIDTH MAX.UNIT WIDTH Expiration Data 02117/2020 NOM.PANEL WIDTH Ac c 1 NOM.PANEL WIDTH tw A PER TABLES 1-3 3 Idjamt!a=roduct Control PER TABLES 1-3 c 3 19 19 MAX UNIT 9 SEE MAX. EIGHT NOTE A HE HPER Z THS PER TABLES 1-3 TABLES 1-3 SHEET. POVCST EXTERIOR 5-PANEL GURATIONSz CORNER,T' (OUTSIDE CORNER SHOWN, PL INSIDE CORNER SIMILAR) 40 - ;c,. SI-IT,rr 1070 TECHX0LOGYDJVW F - 0. P, . N.VEWCE,FL 427 61",10filDilo" EXAMPLE CONFIGURATICIAIS g� 701VA'�0,1':� lAft A.mw. (941)48&V80 IMES 770 ALUM.SGD-LMIMPACT 041W17 Ift"'C11-1 NOCIAIWOES771ISSHEEr. CERT.OFALITH.W. wmm 1". cn"ama Dara - - WIYAGWQW� S..~* ft� A.LYNN MILLER.P.E. JR 101fall4. SCD-770 NTS PGT0130 G PXX 50705 EXAMPLE CONFIGURATIONS CONFIGURATIONS NOTES: MAX.TESTED UNIT WIDTH= 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS 355-7/16°@ 96"HEIGHT POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB 300-1/4"@ 120"HEIGHT LOCATIONS USING DETAIL"JW,"Jc","Kw"OR"Kc"INSTALLATION. NOM.PANEL WIDTH A w c C 13 EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE PER TABLES 1-3 1 3 tz 3 2 3 - pXXXXp pXXXX OR XXXXp.OXXX IN POCKET CONFIGURATION - 4 -- CAN BE OXXXp. J. 1g1s 1e 14 i x 2)90°&135°CORNER CONFIGURATIONS CAN BE A COMBINATION 1 g 1s s 14 i o&o OF ANY 2 STRAIGHT CONFIGURATIONS, MAX.UNIT HEIGHT, 1 s 1s s s / i 96"OR 120° 1 Hi 3)FOR NOM.PANEL WIDTH,SEE TABLES 1�. / / / /� 1-M "X°=OPERABLE PANEL, PocxEr � � ^O"=INOPERABLE PANEL, POCKET - r - 6-PANEL CONFIGURATIONS w 3 tw 3 t DETAIL LETTER MAX.UNIT WIDTH =WOOD OR METAL INSTALLATION @J "c°=CONCRETE INSTALLATION NOM.PANEL WIDTHv c C SHEET NUMBER 1 13 1 13 1 3 PEal 1 _ - `r-- DLO WIDTH=NOM.PANEL WIDTH-7" DLO HEIGHT=DOOR UNIT HEIGHT-10.125" 1s 19 1 1` &o PANEL HEIGHT=DOOR UNIT HEIGHT-1.866" MAXHEIa 1a iw PER TABLES 1-3 POCKET -1`r---� 7-PANEL CONFIGURATIONS o PRODUCT REVISED 1 t 13 13 as complying with the Florida Building Code NOA-No. 17.0420.12 MAX.UNIT WIDTH Expiration Date 02/17/2020 NOM.PANEL WIDTHMiam-0a Ac ec C Cc BY 13 1 13 roduct Contro PER TABLES 1-3 t Jw c t 19 9 1 19 19 1B PER TABLES 1-3 ocKEr jrL ttt11111NIV l �� l� i� i� IL Pi we ay'- �j0.,.......!V� -p `r-- 8-PANEL CONFIGURATIONS c c =11l;' N0.58705 - ��O • ST TE OF .', � 1070TECHNOLOGYORNE M VENICE,FL 34275 EXAMPLE CONFIGURATIONS %�tP ''•�OR.Oa..••' 111 (9OFAU 1600 rE /��'Si7ONAL ENG`• CERT.OFAIITFI.p29293 SERIES 770 ALUM.SGD-LM IMPACT 1 r l i i 1 t I t t JR 04R)5H7 C NO CHANGES THIS SHEET. conrrswne�vn e.,e.,sue.e s� s+we o..wM° rm.. A.LYNN MILLER,P.E. wnay. mro, cn.cssd Deme m*Wc�++�M. 0 SOo-770 NTS 3 a 22 PGT0130 C RE#58705 JR 10/10/14 AUI c GLAZING DETAILS (G3, G3A, G4, G4A, G5&G5A) 7/16"NOM. 7116"NOM. 1"NOM. 3/16"HS GLASS 3116°HS GLASS--\ 3116"HS GLASS .090"PVB .090"PVB .090"SG 3116"HS GLASS 3116"HS GLASS 74 3116"HS GLASS 74 318"AIR SPACE 74 3/16"T GLASS 82 82 83 EXTERIOR 314"NOM. EXTERIOR 314"NOM. GLASS a GLASS 124.127 314"NOM. BITE BITE GLASS BITE EXTERIOR gp 80 79 Sq 54 55 7/16"LAMINATED GLASS,TYPE G3 7/16"LAMINATED GLASS,TYPE G4 1"LAMINATED I.G.GLASS,TYPE G5 9/16"NOM. 9/16"NOM. 1"NOM. 3/16"HS GLASS 1/4"HS GLASS 114"HS GLASS .090"PVB .090"XGLASS 090"SG 3/16"HS GLASS 114"HS GLA1/4"HS GLASS 74 5/16"AIR SPACE 74 114"TGLASS PRODUCT REVISED 82B2 as complying with the Florida 83 Building Coda 3/4"NOM. NOA-No. 17.0420.12 EXTERIOREXTERIOR 3/4"NOM. GLASS 124127 GLASS Expiration Data 02/17/2020 ,� BITE BITE 6y EXTERIOR Nliaml-Da roduct Control 8181 79 54 55 9/16"LAMINATED GLASS,TYPE G3A 9/16"LAMINATED GLASS,TYPE G4A 1"LAMINATED I.G.GLASS,TYPE G5A III C1,. 410ENSF•.,��: GLAZING NOTES: �y No.58705 P °ANN"=ANNEALED "HS"=HEAT STRENGTHENED SEE SHEET 15 FOR SPACER DETAILS. 1 :HS- ® 16707ECHNOLCGYORIVE o "PVB"=.090"TROSIFOL PVB BY KURARAY AMERICA,INC. GLAZING DETAILS ��d`' A 0 J ��` M VENICE,FL 34276 F' �� .SG`=.090"SENTRYGLAS®BY KURARAY AMERICA,INC. (941)480.1600 ,� %i$+6.•...R.... W.gBr CERT.OFAM.M298 SERIES 770 ALUM.SGD-LM IMPACT ''i 0A14L JR 04/D5H7 C I NO CHANGES THIS SHEET m Hro mrsa"wmt sms ero., -.7 a� A.LYNN I{7IL R,P.E. -JR-r- ,"m,sr oar": cn 6cro: rarmusmmawa ® GOD.776 NTS 4 ar 22 PGTO130 C P.E.#58705 JR 101f0/14 Al R1OH1aH� O GLAZING DETAILS (G6, G6A G7, G7A, G8 &G8A) 1"NOM. 7/16"NOM. 1"NOM. 3116"HS GLASS 3/16"ANN GLASS 3116"ANN GLASS .090"SG .090"SG 3/16"HS GLASS .090"SG 3/16"ANN GLASS 3/8"AIR SPACE 74 3116"ANN GLASS 74 3/8"AIR SPACE 74 3/16"T GLASS 3116"T GLASS e2 53 83 314"NOM. EXTERIOR lb 3/4"NOM. 3/4"NOM. 124-127 GLASS a GLASS 124-127 GLASS BITE EXTERIOR BITE EXTERIOR a 60 79 70 54 55 65 1"LAMINATED I.G.GLASS,TYPE G6 7/16"LAMINATED GLASS,TYPE G7 1"LAMINATED I.G.GLASS,TYPE G8 1"NOM. 9116"NOM. 1"NOM. 3/16"HS GLASS 3116"ANN GLASS 1/4"ANN GLASS .090'SG .090"SG 3/16"HS GLASS .090"SG 3116"ANN GLASS 5/16"AIR SPACE 74 114"ANN GLASS 74 5/16"AIR SPACE 74 114"T GLASS 1/4"T GLASS PRODUCT REVISED 82 as complying with the Florida 63 53 BuWing Code 3/4"NOM. .0A-No. 17.0420.12 314"NOM. EXTERIOR 3/4"NOM. 124127 GLASS 124127 GLASS Expiration Date 02117/2020 GLASS BITE BITE � BITE By. EXTERIOR Mlaml-Ba Product Control ' EXTERIOR a, 78 a Tg ' 54 55 55 1"LAMINATED I.G.GLASS,TYPE G6A 9/16"LAMINATED GLASS,TYPE 137A 1"LAMINATED I.G.GLASS,TYPE G8A �,I111III ; {�•; No.58705 •� GLAZING NOTES: _ ANN"=ANNEALED v0 05X :'ANN' HEAT STRENGTHENED SEE SHEET 15 FOR SPACER DETAILS. 7;07'\%-^' ' S Q, O��•:•(V "r'=TEMPERED ® 1070TECHNOLOGYDRNE PVB"=.090"TROSIFOL PVB BY KURARAY AMERICA,INC. �i�S '��ORIDA„•' 2�� N.VENICE,!1347/5 GLAZING DETAILS "SG”=.090"SENTRYGLASP BY KURARAY AMERICA,INC. (341143o-teao m �'�iSfONAL 1111111% r:am: mm� n" CERT.OFAUTH.0292SO SERIES 770 ALUM.SGD-LM IMPACT JR 04,05117 C NOGIANGES THIS SHEET. ,�rmioxromn 5e°1°h{0°°` °�' r^^" °""ro^>. a".: A.LYNN MILLER,P.E. Omwnar. Whc rlm iaf aeb.• PoTfNOtt9auE9,ING 'JR 10/!0/14 nu wrn a��vm sG0 rro NTS 5 d 22 PGT0130 C P E.a 55705 TABLE 1: TABLE 1A: Design Pressure(DP)and Anchor Quantities Required, Maximurn DP for all sixes; Sill Height to Max.(+)DP (for all approved configurations on Sheets 2&3) +60/-60 psf (Water Infiltration Rating) For comer astragal anchorage on 90°or 135°comer units,see sheet I I (May be limited by Table 1A) Sill Riser Height Door Unit Height (Flat or Box,see Pressure. Design Sheet 17 sure,psf Sh Table applies to Glass Types 3, 80" 84" 90" 98" ) ' 3A,5,5A,7,7A,8&SA and617/8"DLO 73-7/8°DLO 79-7/B"DLO 8&718°DLO Flush-1-1/2" see note 3 the Stile/Astragal Types shown Low-2-1/2" +46.67 below. Anchor Group Anchor Group Anchor Group Anchor Group Medium-3 1/4" A B C D ,A B C D A B C D A B C D High _4" ;--60.0 HeadlSlll C4+1 C4+1 C4+1 CA+1 G1+1 CA+1 C4+1 Gl+i C4+1 +1 C4+1 C4+1 +1 C4+1 C4+1 +1 SEE NOTES 1-3 24" DLO Jamb 8 a 8 B —8-1 8 8 1 8 8 8 B B a 8 8 8 P-hook 6+7 6+7 6+7 6+7 7+8 1 7+8 7+8 1 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 2Head/SIII C4+1 c4+1 C4+1 C4+1 C4+1 C4+1 C4+1 1 04+1 C4+1 C4+1 C4+1 C41+1C4+1 C4+1 C4+1 C4+1 30" DLO Jamb 8 8 8 8 8 B 8 8 8 8 8 B 8 8 8 8 P-hook 6+7 B+7 8+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 Head/Sill C4+1 C4+1 C4+1 04+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 29" 36" LO Jamb 8 8 8 8 1 6 B 8 8 8 B 1 8 B 8 B 8 8 a. P•hook 6+7 1 6+7 1 6+7 6+7 1 7+8 7+8 7+8 7+8 7+8 7+8 1 7+8 1 7+8 7+8 7+6 7+B 7+8 OH LENGTH T Head/Sill C4+1 C4+1 C4+1 O4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 E 42° 35' Jamb Jamb 8 B 8 8 8 8 8 8 8 8 B B 8 B 8 B P-hook 6+7 8+7 8+7 8+7 7+8 7+8 7+g 7+B 7+8 7+g 7+t7 7+8 7+B 7+8 7+8 7+8 tY Head/Siff C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 04+2 C4 4+ +2 C4+2 C4+2 C4+2 C4+2 Cd+2 (W2 C2 C4+2 S OOI OH RATIO z 1 48" OLO Jamb 8 8 B 8 8 8 8 8 8 8 8 B 70 B 8 8 =O ❑ r4- P-hook 8+7 6+7 6+7 6+7 7+8 1 7+8 7+8 7+8 1 7+8 7+8 7+8 7+8 7+g 7+8 7+8 7+8 FOR EXAMPLE ON USING TABLE,SEE SHEET 8. OH RATIO=OH LENGTH NOTES: OH HEIGHT 1)POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 3-1/4"SILL. 2)WHEN USING THE 2-1/2"SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 3-114"SILL,POSITIVE WATER DP IS 60.0 PSF MAX.WHEN USING THE 4"SILL,POSITIVE WATER DP IS 60.0 PSF MAX(NEGATIVE PRESSURES UNCHANGED).SEE DLO WIDTH= TABLE 1A. NOM.PANEL WIDTH-7" 3)4'.3-1/4'AND 2-1/2"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2"SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY DLO HEIGHT= PRODUCT REVISED BE USED WHEN THE DOOR IS PROTECTED BYAN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE(SEE DOOR UNIT HEIGHT-10.125" as comp)ying with the Florida Buildin ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. g Code NOA_N 4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. PANEL HEIGHT= oa�lo. 17-0420.12 5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. DOOR UNIT HEIGHT-1.866" Explratlon Dato 02/17/2020 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. By fillfamil-DaPlFroduct Control Interlock P-hook Lockstile @Jamb Straight Astragal Lockstlle @ 90"Astragal Lockstl e @ 135'Astragal Lockstile @ Assembly Straight astragal Assembly 90*Astragal Assembly 135'Astragal Standard Stiles Standard Stile Standard Stile Standard Stile Standard Stile Heavy-duty Stile Heavy-dutyStlle Heavy-duty Stile Heavy-duty Stile Inside Standard Astragal Outside Comer Outside Outside Corner Corner •,-.... Inside Corner Outside LIGENS'•;�{ Inside Corner Corner Q:•• F ''�F Part 061(Stlle) Part H61(Stile) 7¢ No.58705 •� Part 060(x2) Part#60 Part#60 Part 060(Stile) part#60 Part#118(Corner Part#119(Out.) parts#31&#32 Part#61 = y1• Part#120(IrQ Part#67(Astragal) Receiver) (Corn.&Fxd Mount) _ 10707ECNNOLOGYORI4E P-10— ••:°CORIDA A MIM asa 4 DPANDANCHOWE �,,�S�ON ANG\ /, AL ` pm a me,c RxeWmc CERT.OFAUrMOWNUSERIES 770 ALUM.SGD-LM IMPACT '' JR 04/03H7 C REVISED TABLE 1. s+xvuoave a.�e: amee amara. we tbprpwMromv A.LYNN MILLER,P.E. w.*n • eery cnoaoa e^m' AarvrDusrwtE.NcT =1170 NTS 6 -22 PGT0130 C REN 58705 JR 1 C TABLE 2: Design Pressure(DP)and Anchor Quantities Required,(for all approved configurations on Sheets 2&3) Maximum DP for all sizes:+601.60 For corner ashagal anchorage on 90•or 135'comer units,see sheet 11 (May be limited by Table 2A) Door Unit Height Table applies to Glass Types 4,4A, 8a, 184 90" 96' 107' 108" 114' 120 6.6A,7,7A,8&8A and the 69-7/8"DLO 73.7/8"DLO 79-718"DLO 85-718"DLO 91.7/8.OLO 97-718"DLO 103-7/8'DLO 1 109.7/8"DLO S111elAstragal Types shown below. Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group I Anchor Group A B I C D A B C D A B C D A B C D A B I C D A 6 C 1 D A B C 0 A S C D Head/501 C4+1 C4+1 C4+1 04+1 CA+1 (5+1 04+1 C4+1 + C4+1 C4+1 C4+1 +1 C4+1 C4+1 CA+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 CA+1 C4+1 04+1 C4+1 C4r4+ C4+1 c4+1 C4+1 C4+1 24' D17"LO Jamb 8 8 8 6 B 8 a 8 8 8 8 B 8 8 8 8 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 Phook 8+7 6+7 6+7 6+7 7+8 7+6 7+8 7+8 7+8 7+e 7+8 T+8 7+8 7+8 7+8 7+8 8+9 6+9 6+9 8+9 8+9 8+9 8+9 6+9 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 Head/3111 C4+1 C4+1 C4+1 C4N 04+1 C4+1 C4+1 C4+1 C4+1 04+1104+1 C4+1 C4+1 C1+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 CA+1 C4*1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 040 CA-1 30" DL0 Jamb 8 B 8. a 8 8 8 8 a 8 8 8 B 8 8 8 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 P-hook 0+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+g 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 HeadlSill CA+1 C4+1 C4+1 C+1 C4+1 C4+1 C4+1 C4+1 04+1 G4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 04+1 g 36' D Jamb 0 8 8 8 8 8 B 1 8 8 a 8 a B 8 8 8 10 f0 f0 10 10 10 10 10 10 10 10 10 10 10 10 10 P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 8+9 8+9 8+9 8+9 8+9 8+B 8+9 8+9 9+10 9+10 8+10 9*10 9+10 9+10.9+10 9+10 Head/Sill CA04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+11 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 04+1 C4N CS+1 C5+1"G9+1 C4*1 35, N a 42" DLO +1 Jamb 8 8 8 8 8 8 8 B 8 8 8 8 e 8 8 8 10 10 10 10 10 10 10 10 10 10 10 10+10 12 10 10 10 P-hook 5+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+6 7+8 7+0 7+8 7+8 0+9 0+9 8+9 8+9 8+9 8+9 S+9 6+9 9+10 9+10 9+10 9 90 9+10 9+10 9+10 Head/SIII C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 CA C4+2 +2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4 Ct+2 +2 C4+2 C5+2 C5+2 C4+2 41" C4+2 C5+2 CS+2 C5+2 C5+2 C5+2 C6+2 C5+2 C6+2 z 4B" DLO Jamb 8 8 8 8 8 8 a a B 8 8 8 10 8 8 8 10 10 10 10 10 10 10 10 12 10 10 10 12 10 10 10 P-hook 8+7 8+7 6+7 1 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 1 7+6 7+8 7+8 7+8 7+0 1 8+9 1 8+9 8+9 8+9 8+9 8+9 B+B 8+9 9+10 9+10 9+10 9+10 9+10 1 9+10 9+10 1 9+10 Head/Sill C4+2 C4+2 C4+2 04+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 2 4+2 C4+2 C4+2 C4+2 - 54' DLO Jamb - 8 8 8 8 8 8 6 8 10 8 8 8 1D 8 B 8 P-hook 6+7 8+7 6+7 8+7 7+8 7+8 7+8 7+8 7+8 7+g T+8 7+8 7+8 7+8 7+8 7+8 Not available in these sizes Head15111 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C1+2 C4+2 C4+2 C4+2 Gf+2 C4+2 C4+2 C4+2 C4+2 60' O Jamb 6 8 B a 8 8 8 8 10 B 8 B 10 8 8 8 P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+B FOR EXAMPLE ON USING TABLE,SEE SHEET 8. DLO WIDTH= NOTES: NOM.PANEL WIDTH-7" 1)POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 3-1/4"SILL. 2)WHEN USING THE 2-1/2"SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 3-1/4'SILL, TABLE 2A: DLO HEIGHT= POSITIVE WATER DP IS 60.0 PSF MAX.WHEN USING THE 4-SILL,POSITIVE WATER DP IS 60.0 PSF MAX Sill Height to Max.(+)DPT DOOR UNIT HEIGHT-10.125" (NEGATIVE PRIES.UNCHANGED).SEE TABLE 2A. (Water Infiltration Rating) OH LENGTH 3)4',3-1/4-AND 2-1/2"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2" Sill Riser Height = PANEL HEIGHT= SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX. (Flat or Box,see (+)Design c7 Lti DOOR UNIT HEIGHT-1.866' POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY Sheet 17) Pressure,psi = OOI OH RATIO 2 1 PRODUCT REVISED AN OVERHANG COMPLYING WITH THE CURRENT F13C(SEE ADJACENT DIAGRAM);THIS CONDITION IS = o as complying with tho Florida NOT RATED FOR WATER INFILTRATION. Flush-14/2" see note 3 O Building Coda 4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. Low-2-1/2' +46.07 Noa tao. 17-0420.12 Medium-3-114" +80,0 expiration Date 02/17/2020 5)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. p 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE High-4" +60.0 OH RATIO=OH LENGTH By INSTALLED. SEE NOTES 1-3 OH HEIGHT Mlam a raduct Control THE FOLLOWING STILE&ASTRAGAL TYPES SHALL BE USED FOR TABLE 2,SEE SHEETS 21&22 FOR PART DIMENSIONS AND SHEETS 18&19 FOR ASSEMBLY DETAILS. Interlock P-hook Lockstile @Jamb Straight Astragal Lockstile @ g0"Astragal Lockstile @ 135'Astragal Lockstlle @ Assembly Straight Astragal Assembly 90'Astragal Assembly 135°Astragal Heavy-duty Stiles Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-dutyStlle Heavy-duty Stile Standard Astragal Outside Outside Corner,, Inside rLF— Corner 4JI, Camer corner ttn III,, A Insid 1% 'Y LY.. 41 f Corner Outside : �1GENg Inside Corner �.•• F Corner Q•; .Ct`� r Part#fit(Stile) Part 061(S[Ile) part#119(Out.) Part 461(Stile) _.1�•: No.58705 Part#61 Part#11.8(Corner part#120(In.) Parts#31&#32 Part ri61 Part#61(x2) Part 061 Part tlfil part 067(Astragal) Receiver) (Corn.&Fxd Mount) ;•�'4�,(4qA3�-- 107UTECHNOLOGYDRWE 0.4-+r i0TA14, N.VENICly FL 94278 DPANDANCHORAGE C� ''•'4OR1DP.••'• (941)4861600 ��/ •••• G A.War. oar: Rx1Ymr. CERT.OFAUTH.#29298 SERIES 770 ALUM.SGD-LM IMPACT ��S��NAL11�%�`�� 1 JR 04105117 C REVISED TABLE 2,REMOVED EXAMPLE covvxrollrom,r 5aae,new[ rax snac a avna �r A,LYNhIa R,P.E. f n,,.,,ar,rare cnersma o,ms acTemuaweawa sGo-770 NTS 7 a 22 PGTO130 C P.E.#58705 I JR 10/10/14 NL laa mAcco m II I i ! TABLE 3A: TABLE 3: Design Pressure(DP)and Anchor Quantities Required,(for all approved configurations on Sheets 2&3) Maximum DP shown below Sill Height to Max.(+)DP For comer astragal anchorage on 90°or 135°comer units,see sheet 11 (May be limited by Table 3A) (Water Infiltration Rating) Door Unit Height SIII Riser Height Tabic applies to Glass Types 4,4A, 80° 84" 90 96" 102" 108'.' (+)Design (Flat or Box,see Pressure,psf 6.6A,7.7A• 8&BA and the 69.7/B"D O 73-7/8"DLO 79-7/8°DLO 85.7/8"DLO 91-7/B"DLO 97-718"DLO Sheet 17) i Stile/Astragal types shown below. AnchorGmup Anchor Group Anchor Gro Anchor GroupAnchor Group _ Anchor Group Flush-1-1/2" see note 3 A B C 0 A B C D A B C D A B G D A B C D A B C D 2_1/2° +46.87 Daslgn Pressure +/-e0.o ( +1.82.6 psf +-76.0 ps + 17° Head/SIII c4+1 CA+1 C4+1 C4+1 'C4+1 cst+1 c4+1 c4+1 C4+1 C4+1 CA+1 C4+1 C4+1 CA+1 c4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 Medium-3-i/4" *60.0 �" DLO Jamb 8 8 e e e e B 8 e 8 8 8 e e 8 a 10 10 10 to 10 10 10 70 High-4" +g0.0 III P-hook 6+7 6+7 5+7 6+7 7+8 7+8 7+8 7+6 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 8+9 8+9 8+9 8+9 8+9 1 8+9 8t9 8+9 SEE NOTES 1-3 I Das/gn Pressure +l--90.0 psf +1-82.6 psf +/-75.0 psf 23" Heed/SIII C4+1 C4+1 C4+1 C4+1 CA+1 04+1 04+1 C4+1 C4+1 G4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 CA+1 CA+1 C4+1 C4+1 DLO Jamb B 8 8 8 8 8 8 8 10 8 8 8 10 8 '8 8 10 10 10 10 10 10 10 10 r 1 P•hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+9 7+8 7+8 7+8 7+B 7+8 7+8 7+8 7+8 6+9 8+9 8+9 8+9 0+9 8+9 8+9 8+9 Design Pressure +1--90.0 psf +/-82.5 PST +/-76.0 psf I 29° Head/Bill C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1104+1C'4+1 C4+1 C5+1 C5+1 C4+1 C4+1 05+1 C5+1 C4+1104+1 C5+1 C5+1 C4+1 C4+1 ° DLO Jamb 10 1 8 I B 1 8 1 10 11 8 1 a 8 1 10 1 BB 8 12 10 B 0 12 10 10 10 10 10 10 10 W P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8+8 7+8 8+9 8+9 8+9 B+9. a+9 8+9 8+9 8+9 8+9 8+9 B+9 B+9 I E iFt"=TT%= +/.90.0 psf +/•82.6 psi +/-76.0 psi OH LENGTH t'- Z 36" +2 C4+2 C4+2 G4+2 C4+2 C4+2 C5+2 CS+2C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 G5+2 C6+2 CS+2 C5+2 C6+2 C5+242° DLO 8 10 8 8 8 12 10 8 8 12 10 8 8 12 10 10 10 12 10 10 10 X+B 7+8 7+8 7+8 1+8 7+8 8+9 8+9 8+9 8+9 8+9 a+9 8+9 8+9 8+9 8+9 B+9 8+9 8+9 8+9 8+9 8+9 0 Design Pressure +/-90.0 psf See Note A :v. +/-82.5 psf �I OH RATIO;!1 - 41° HeadiSill 06+2 C5+2104+2121+21 C8+2 C5+2 C5+2 C5+2 C6+2 C5+2 G6+2 C6+2 C6+2 06+2 +2 C5+2 C6+2 C6+2 C5+2 C5+2 C6+2 C6+2 C5+2 C5+2 o I DLO Jamb to 8 B 8 12 10 8 B 12 10 8 8 14 12 8 B 14 12 10 10 14 10 10 10 f 11 P-hook 7+8 413 7+8 7+B 11+9 8+9 6+9 8+9 8+9 8+9 8+9 8+9 9+10 9+10 +10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 4+10 9+10 NOTE A:+/-90.0 PSF FOR GLASS TYPES 4, A,3,6A,7A, 8&8A; +/-87.1 FOR GLASS TYPE 7 j EXAMPLE ON SHEET 9 =OH LENGTH NOTES; OH RATIO 1)POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4"SILL. OH HEIGHT 2)WHEN USING THE 2-1/2"SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 3-1/4"SILL,POSITIVE WATER DLO WIDTH= i NOM.PANEL WIDTH-7° DP IS 60.0 PSF MAX.WHEN USING THE 4°SILL,POSITIVE WATER DP IS 90.0 PSF MAX(NEGATIVE PRESSURES UNCHANGED).SEE TABLE 3A. DLO HEIGHT= 3)4'.3-1/4'AND 2-1/2"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2°SILL IS NOT AND DOOR UNIT HEIGHT-10.125" PRODUCT REVISED MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN as complying with the Florida TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA PANEL HEIGHT= Building Code NOA No. 17.0420.12 DOOR UNIT HEIGHT-1.866" BUILDING CODE(SEE ADJACENT DIAGRAM);THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. [mUonDate02/17/2020 4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING,EDGE DISTANCEAND EMBEDMENT INFORMATION, Ex P 6)DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. By 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. Mia 1-Da roduct Control THE FOLLOWING STILE&ASTRAGAL TYPES SHALL BE USED FOR TABLE 3,SEE SHEETS 21&22 FOR PART DIMENSIONS AND SHEETS 18&19 FOR ASSEMBLY DETAILS. LocksUle @Jamb Straight Astragal Lockstile @ 90'Astragal Lockstile @ 135'Astragal LOckstile @ Interlock P-hook Assembly Straight Astragal Assembly 90'Astragal Assembly 135*Astragal Hevy- adutyStiles Heavy-dutvStile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-dutyStlle Heavy-duty Astragal Outside Corner,, Outside Inside Comer f lsl lti 11 l/l/ III Inside ��,��.•-•1.ICENNN�/'moi Comer �deInside Comer P;' F �xC�Corner Part 061(Stile) part#119(Out.)Part#61(Sille) Part 061(Stile) =71r No,58;10,Part#61(x2) Part#61 Part 461 part#68(Astragal) Part#61' Part 0118(Corner Parts#31&#32 Part#61 Part#120(In.) Receiver) (Corn.&Fxd Mount) jr1 '�%,•. .S A f070 TECMNOLOGYDRIvu °ivt°iS N.vENIc�FLa4s7s DPANDANCHORAGE �S•'';?oRIDP ••' �%� (841)4W-1600 [J� Irk '��S/ON . %% o.� a°Kwr CERT.OFAUTM/nesseSERIES 770ALUM.SGD-LM IMPACT " 11111 I11`1 °JR 04/06/f7 C REVISED TABLES,ADDED EXAMPLE crowrworrreymsf�anab ser �Jy,C a+.svr+a sm A.LYNN MILLER,P.E. 0m""ar.wm: a rUX Boo-770 NTS B d 22 PGT0130 C P.E.#58705 JR 10)10/14 NO FRAME "9+10"P-HOOK ANCHORAGE CONSISTS OF: _ SEE"C5"CLUSTER SEE JAMB (9)P-HOOK ANCHORS, SEE"C5"CLUSTER MAX.UNIT WIDTH -------- DETAILS,SHEET 10 SPLICE REQUIRED @ (PERPENDICULAR TO GLASS DETAILS,SHEET 10 FOR SEE"C5"CLUSTER DETAILS, FOR ASTRAGAL NOTE, EXTERIOR PLANE)SEE TABLE 2,SHEET 7 INTERLOCK REQUIRES"C6" SHEET 10 FOR INTERLOCK POCKETS CLUSTER,SEE 24"MAX.O.C. THIS AND NE NOM. SHEET ; SEE POCKET 10 P-HOOK PANEL WIDTH ~DETAILS,SHEET 11 x x O r------- _ x x x x JAMB MOUNTING ' xx-� x x x x �x x x x x x x x x e'MAX' INSTALLATION, ADAPTER I e�' I + x x x x x x x x x x x THIS SHEET ANCHORS MIDWAY i 1 O' 3"MAX. x x o SHEET 14 BETWEEN P-HOOK i IGI 4 PAIRS OF \ ANCHORS&AT 3" I x=FRAME x ANCHORS 1: FROM TOP& I 14•MAK O.C. I o I x ANCHORS 96" (TOTAL S "MAX BOTTOM i o I I o i o UNIT 21ANCHORS) o' I i O.C. 4.051" OPENING HEIGHT PER JAMB" EDGE OF POCKET SEE I g u °f O x x� (SEE JAMB I ¢ ®I 0.C. ANCHORS DETAIL INSTALLATION I o DETAILS'Jc'&'KC', jm� i®i I I mo=P-HOOK BELOW) END PANEL SHEET 14&PART ® ° MOUNTING x al ANCHORAGE DETAILS'J'&'K', I 1 j j IoI 3^MAX. ADAPTER 24"MAX. (2 ANCHORS) SHEET 19 FOR I 1-1®1 'ANCHORS x O.C. P-HOOK -____e-�•_ - x x x —� "+2" ANCHORS x, x x x K - x x x x x ` x .../ ENO PANEL ANCHORAGE END PANEL "I x x x x x x x x . x' 8°MAX. ��ANCHORAGE(SEE ANCHORAGE x' x xx x x' .+2° SKETCH BELOW) SEE SKETCH BELOW) �. •y „+2, °N ( +2° 2' ANCHORAGE ANCHORAGE CENTERLINE W MAX.,TY + ANCHORAGE ANCHORAGE ANCHORAGE OF PANEL 1 2.04" 24"MAX. EXAMPLE 5-PANEL 2 TRACK 90"OUTSIDE CORNER-pXXIXXO-EXT.MOUNT POCKET ANCHORAGE PLAN: O.C. 48"x 96"NOM.PANELS,ANCHOR GROUP C IN CONCRETE SUBSTRATE(SEE TABLE 3,SHEETS) 6" SPLICE NOTE: ANCHORAGE EXAMPLE NOTES: NOW STRUCTURAL } 1)APPROVED ANCHORS:SEE TABLE A,SHEET 1 END PANELANCHOR EXCEPTION,°+1-ANCHORAGE DiANCHORS MAY BE ADDED fJ- I AS NEEDED TO ALIGN THE 2)ANCHOR LOCATION SPACING FOR ANCHOR DISTANCETO NEXT ExTERIOR t QUANTITIES SPECIFIED IN TABLES 1-3,SHEETS 6-8: CLUSTER TOBE � HEAD OR SILL IF A SPLICE 48° I CENTERLINE OF 24"01 LESS 21„ `:✓ OCCURS AT THE P-HOOK. NOM. •% INTERLOCK HEAD&SILL:8"MAX.FROM FRAME CORNERS. MAX. PANEL USE SPECIFIED CLUSTER FROM APPROPRIATE O.C. PRODUCT REVISED SEE"C5"CLUSTERas complying with the Florida WIDTH DETAILS,SHEET 10 TABLES,SHEETS 6-8 AT EACH INTERLOCK ANDcENrEnoeaF�m Fnu L Building code FOR INTERLOCK STRAIGHT AND CORNER ASTRAGAL LOCATION, ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY Noa-No. 17-0420.12 5.64" PLUS SPECIFIED QUANTITY OF ADDITIONAL REQUIRED IF THE O,C.DISTANCE TOTHE NEXT ANCHOR Expiration Dat 2117/2020 °+2"ANCHORAGE INTERMEDIATE ANCHORS PER PANEL. CLUSTER IS OVER 24^,OTHERWISE ANCHORS ARE NOT ADDITIONAL ANCHORS 24"D.C.MAXIMUM. REQU➢2® 6"MAX. ATTHEMIDSPANASPERTHEFIGUREABOVE: By 3.5" Nllami-Da roduct Contro CENTERLINE jAMBS&P-HOOKS:6"MAX.FROM BOTTOM;21"MAX.ANCHOR PAIR O.C.(JAMBS),14°MAX.ANCHOR OF PANEL 2 O.C. (P-HOOK)UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES,SHEETS 6-8. SEE F 2-TRACK P-HOOK ANCHOR DETAILS ON SHEET 14. FRAME JAMB +2"ANCHORAGEANCHOR PAIR SEE"C5"CLUSTER END PANEL REQUIRES CENTERLINE CENTERLINE M.CLUSTER,SEE OF DETAILS,SHEET 10 OF ANCHORAG o DETAILS,SHEET 11 FOR ASTRAGAL (2 ANCHORS) 8" INTERLOCK ASTRAGAL i 4.051" MAX. • LYIvIv ' I ' ' �` �� •_10ENSF?1j�! OF CENTERLINE +2"ANCHORAGE OF PANEL 4CENTERLINE "+2"ANCHORAGE CENTERLINE =A: NO-58705 _ EXTERIOR �OFPANEL 5 *' SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS '•, 1&h- 1070 TECHNOLOGYORIVE —00 ST TE OF A VENICE,FL 34276 ANCHORAGE SPACING&EXAMPLE PLANS (0411480.1600 i�t� •..O..... •''�� JRY s04NW17 R"C CORREC1ED EXAMPLE TO UPDATED ANCHOR VALUES. CERT.OFAUTH.120286 SERIES 770 ALUM.SGD-LM IMPACT �'--,/1101vi ENG`' coftnimrown 510uv °n"1�"a 8eY A.04A MIULh� P.E. w.,,sr.— 0i""' P0i1NOfi1�'"c Ry. SOD•770 NTS 8 a 22 PGT0130 C P.EA 88705 JR 10/10/14 .w.xtmns8aenvm ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR I (FOR SPLICE ASTRAGAL OR SPLICE LOCATION 6"DIAG. 2.04" iFNEEDED INTERLOCK—, CONDITION,USE INTERLOCK- - INTERLOCK-�_ —[-i IF NEEDED 2,04" IV CENTERLINE I CENTERLINE "C6"CLUSTER DETAIL) CENTERLINE 1.75 EXTER OR VDIAG. 7' 7- 1.76" — 2 "DI 4"Dip, MAX. EXT15RIOR C. 2.44"04� 2.04" 2.0 O.—f 21'5.64' EXTERIOR 9.5" DIAG 7' EXTERIOR 7,, EXT RJOR r 3.0' 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL V7 2-TRACK FRAME H /SILL 6"MAX. f (a)ASTRAGAL OR INTERLOCK a ASTRAGAL OR INTERLOCK QW ASTRAGAL OR INTERLOCK (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER i-2-TRACK L FRAME JAMB 6"MAX ANCHORS ARE REQUIRED,'C4-) ANCHORS ARE REQUIRED,-05-) ANCHORS ARE REQUIRED,'C6') ANCHOR PAIR I t 4-TRACK ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR (FOR SPLICE ASTRAGAL OR SPLICE LOCATION 'DIAG. FRAME JAMB, INTERLOCK—f—IF NEEDED INTERLOCK-" CONDITION,USE INTERLOCK IF NEEDED 2.04- EXTEWOR ANCHOR PAIR CENTERLINE CENTERLINE .06-CLUSTER DETAIL) CENTERLINE 3 5„ ANCHORS MAY BE INSTALLED 0 21' EITHER IN THE EXT.OR INT. 2.04" 1 4"DIAG. MAX. TRACK(INT.SHOWN) 4.08 4.08 O.G. 2.04 NOTES: 5.6e 1.ALL DIMENSIONS SHOWN ARE WEDBASED ON MIR DIAG. ..Z R ALLO , 7. 4 RHO 7" -4 3.5' I__ 6"MAX Z FOR HEAD OR SILL SPLICE FRAME HEAD/SILL 3-TRACK FRAME HEAD/.,:Zll 1 3-TRACK FRAME HEADISILL LOCATIONS/ANCHORAGE AT 0 ASTRAGAL OR INTERLOCK 0-ASTRAGAL OR INTERLOCK Cr4 ASTRAGAL OR INTERLOCK P-HOOK SEE SHEET 9. (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER TTTRACKFRAME JAMB ANCHORS ARE REQUIRED,'C4') ANCHORS ARE REQUIRED,'CS") ANCHORS ARE REQUIRED,"C6') ANCHOR PAIR PRODUCT REVISED as comp Ing with the Florida ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR ASTRAGAL OR (FOR SPLICE FOR SPLICED Dulldingliode _ -2 (FOR SPLICE CONDITIONS ONLY: Nott-No. 17-0420.12 INTERLOCK-4 IFNEEDED INTERLOCK INTERLOCK• CONDITION,DO NOT CONDITION,USE USE THIS DETAIL) SPLICE LOCATION Exp CLUSTER DETAIL) iration Da"211712020 CENTERLINE CENTERLINE C6- CENTERLINE IF 1.76' 3.5' 3.5" 0 3.5- 3.5. 7" MFam-D Pro uet Control 4'DIAG. 2.04" 4�'DLOQ.1 2.04" 2-04. "1-,5,37"DIAG. VDIAG. 14.081 0 0 1 y T- 4-DIAU., 2.04" EXTERIOR EXTERIOR 7EXTERIOR - 3.5"� 7 7 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME.HEADISILL Inv- 4-TRACK FRAME HEADISILL (6)ASTRAGAL OR INTERLOCK 0-)ASTRAGAL OR INTERLOCK (a)ASTRAGAL OR INTERLOCK NO.587o5 (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED,'CV') 0 fa ANCHORS ARE REQUIRED,'C4') ANCHORS ARE REQUIRED,"C5") WITH&WITHOUT SPLICE CONDITION 1070 TECHNOLOGYDRIVE S rATE�0 .46.� N.VENICE,a 34275 ANCHORAGE,EXAMPLE CLUSTERS P41)4604fi CER 7.OFAUM. 770 ALUM.SGD-LM IMPACT ONAL JR 006W THIS SHEET. /1011111% mer wra*n.srxNa mac d oovrftmroml A.LYNN MILLER,P.E. '14'1%qW14.1-1 1 ;TV130 c RE#58705 2.04" 2.04° INTERIOR 2.04" INTERIOR 2.04" °+1"ANCHOR INTERIOR INTERIOR 7^?4"DIAG. 4"DIAG. 8.94° 6.12" 6.12" 3.5" 3.5" INTERIOR INTERIOR 7" INTERIO J1 , INTERIOR 1 CENTERLINE 90 3. " 90° 3. " EXTERIOR EXTERIOR 4"DIAG. 4"DIAG. OF PANEL 3.5" 3.v, 4" 3.5" 3 5" 4„ "+2"ANCHOR 2.04° EXTERIOR 04" 7"EXTERIOR 2,04° EXTERIOR `} 2.04" EXTERIOR 8.94" 2.04„ 90°CORNER 90°CORNER 135°CORNER 135°CORNER ° 4°DIAG. 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 9.5^ I (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER I _ CENTERLINE ANCHORS ARE REQUIRED,"C4") ANCHORS ARE REQUIRED,"C6") ANCHORS ARE REQUIRED,"C4° ANCHORS ARE REQUIRED,"C6") I�OF PANEL 4.08" INTERIOR INTERIOR EXTERIOR 4.08" "+1"ANCHOR "+31 ANCHOR I 4"NTERIOR 3.5° INTERIOR 7.41" 135" 90° .3 I 3.5° 7" 2.04" 4"DIAG. EXTERIOR 4.08" 4.08" 7„ I 7, 5.37'D G. 5.37"D AG, CENTERLINE CENTERLINE OF PANEL °3 5" 4" 3.5" 4 OF PANEL 2-TRACK FRAME HEAD/SILL EXTERIOR EXTERIOR 7" 4" INTERIOR ON ^+2^ANCHOR INTERMEDIATE ANCHOR LAYOUT 7" EXTERIOR ALL 90°CORNER 135°CORNER VIEWS 3-TRACK FRAME HEADISILL 3-TRACK FRAME HEAD/SILL 15 (°C6°ANCHOR CLUSTER REQUIRED (°C6"ANCHOR CLUSTER REQUIRED AT ALL 3-TRACK CORNERS) AT ALL 3-TRACK CORNERS) _ 4"DIAG. PRODUCT REVISED as complying with the Florida .6.12" Building code INTERIOR INTERIOR 2.04" NOA-No. 17.0420.12 2.04" 612" 3.5" CENTERLINE Expiration Date 02/17/2020 4^ EXTERIOR 5.88" _ INTERIOR OF PANEL By Mlaml-Dad roduct Control INTERIOR 90° 3.5" 135° "+3"ANCHOR DA 7 G 3.5 4.08" 5.12° IAG. 6.12"' 7" EXTERIOR 2.04„ 3.5" 4" 3.5"° 3.5" Illlllrr / 7„J4"DIAG. EXTERIOR 4„ I CENTERLINE �` ON...�?N. EXTERIOR ! 90°CORNER 135°CORNER 2 04 IL OF PANEL `�� ICENSF••�� 4-TRACK FRAME HEADISILL 4-TRACK FRAME HEAD/SILL (°CANCHOR CLUSTER REQUIRED ("C8"ANCHOR CLUSTER REQUIRED INTERMEDIATE LAYOUT = No.58705 8" AT ALL 4-TRACK CORNERS) AT ALL 4-TRACK CORNERS) (3-TRACK SIMILAR) NOTES: 1,ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 1070TECUNCLOGYVRIVE 2.DETAILS DEPICT ANCHOR QUANTITY AND SPACING,AND WOULD BE N VENICE,R:84275 ANCHORAGE,EXAMPLE CLUSTERS '.,CCS •c�ORtDA,.•'�2�. IDENTICAL FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS. cERr.aKOF"U'1800 aurtl.sensesUUT SERIES 770 ALUM.S(iD-LM IMPACT //;ON IAIL IEN�` JR 04/05/17 C NO CRANOES THIS SNEE7. cmm�araomn s.,rwxma sua na c®uva, ryc a.LYNtJ M�LLER,P.E. om nor. aoe M �v a*Q+°��"@-°•�"° SCD-770 NTS a 11 1 22 PGTO130 C P.E.fl55705 JR 10/10/14 auapmsnessvoty INSTALLATION DETAILS EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 MIN.OF 3 THREADS BEYOND EDGE DISTANCE: FEDGE DISTANCE: EDGE DISTANCE: THE METAL SUBSTRATE SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1 2-1/16"' 2-1116"' 2-1/16"` NOTES: EXTERIOR 114" 1/4" 1/4" 1.ALL DIMENSIONS Q MAX. — MAX. MAX, SHOWN ARE BASED SHIM EXTERIOR SHIM EXTERIOR SHIM ON MIN.ALLOWED. 2.METAL OR WOOD EMBEDMENT: SUBSTRATES MAY BE SEE TABLE A. ��111 USED FOR ALL FRAME SHEET 1 TYPES PER TABLE A, 2X WOOD WOOD ANCHOR TYP., 2X WOOD WOOD ANCHOR TYP., METAL TYP., SMS ANCHOR TYP., SHEET 1. TYP.,SEE ANCHOR SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES SEE ANCHOR SEE ANCHOR NOTES NOTE 3,SHEET 1 &TABLE A,SHEET 1 NOTE 3,SHEET 1 &TABLE A,SHEET 1 NOTE 4,SHEET 1 &TABLE A,SHEET 1 •DIAGONAL O.C.IS 2-TRACK FRAME HEAD 3-TRACK FRAME HEAD 4-TRACK FRAME HEAD MIN 4"(HEAD&SILL) WOOD INSTALLATION BwWOOD INSTALLATION METAL INSTALLATION OR 5"(JAMB)SEE WOOD ANCHOR TYR, 2X WOOD WOOD ANCHOR TYP., 2X WOOD SMS ANCHOR TYP., METAL TYP., DETAILS,SHEETS 10&11. SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES SEE ANCHOR &TABLE A,SHEET 1 NOTE 3,SHEET 1 SEE &TABLE A,SHEET 1 NOTE 3,SHEET 1 SEE &TABLE A.SHEET 1 NOTE 4,SHEET 1 SEE ANCHOR ANCHOR ANCHOR 2 MIN.OF 3 THREADS BEYOND NOTE 5,SHEET NOTE 5, NOTE 5, THE METAL SUBSTRATE 1(114°MAX,) SHEET 1� 1 SHEET 1 T - (1/4"MAX.) - (1/4"MAX. EXTERIOR I EXTERIOR EXTERIOR _ EMBEDMENT:SEE TABLE A,SHEET 1 2-1/16"' 2-1/16"' �2-1/16"' EDGE DISTANCE: EDGE DISTANCE: EDGED STANCE: SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 FRAME L WO INSALATION w WOOD INTALLATION WMETL INSTALLATION EMBEDMENT., EMBEDMENT:SEE PRODUCT REVISED TABLE A,SHEET 1as complying with the Florida Building Code EMBEDMENT:SEE NOA-No. 17-0420.12 TABLE A,SHEET 1 �I EDGE DISTANCE:SEE TABLE A, Expiration Date 02/17/2020 EMBEDMENT:SEE METAL TYP., SHEET 1 By TABLE A,SHEET 1 -� EDGE DISTANCE: SEE ANCHOR Mia -Da roduct control EDGE DISTANCE: SEE TABLE A, NOTE 4,SHEET 1 2X WOOD 2X WOOD TYP.,SEE ANCHOR SEE TABLE A, TYP.,SEE ANCHOR SHEET 1 NOTE 3,SHEET 1 SHEET 1 • NOTE 3,SHEET 1 2-1/18"' SMS ANCHOR TYP., SEE ANCHOR NOTES WOOD ANCHOR TYP., 2-1/16"' &TABLE A,SHEET I SEE ANCHOR NOTES WOOD ANCHOR TYP., MIN.OF 3 I I I I I r SEE ANCHOR NOTES THREADS &TABLE A,SHEET 1 �` NY LY &TABLE A,SHEET I EXTERIOR BEYOND THE `�� ,r�_,,.,,, EXTERIOR D EXTERIOR METAL L,ICENS'�Q I i 1/4'MAX.SHIM 1. fl_ SUBSTRATE v 1/4"MAX.SHIM ►I 1�— 1/4"MAX.SHIM h— No.58705 K FRAME CK Gw CK FRAME NSTALLAA71ONB Rw WOOD C INSTALLATION B iw METAL AL AL INSTA E JAMB WOODLLATION 1070TECHNOLCOYCRIVE a i�'n••• STg7 � •el- N.VENCE,FL 34276 ANCHORAGE DETAILS '•:cOR10P,. �� (941)48a-1600 m 4b a a CERT.CFAMR..n2=6 SERIES 770 ALUM.SGD-LM IMPACT �� iS�ONAI L11ENG JR 04N6H7 C .NO CHANGES THIS SHEET. eW�OTOR o r�unnre ea°: a..nex> a,r. A.LYNN MILLER,P,E. agar m" cme"4er vorwmrsimmwa sc�-77o NTS 12 +22 PGT0130 C P.E.#5870.5 JR 10/10114 INSTALLATION DETAILS EMBEDMENT:SEE TABLE A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 NOTES: EDGE DISTANCE:SEE EDGE DISTANCE: EDGE DISTANCE: 1.ALL DIMENSIONS CONCRETE*SEESEE CONCRETE SEE TABLE A,SHEET 1 CONCRETE SEE TABLE A,SHEET 1 SHOWN ARE BASED ,SHEET 1 PER TABLEPER TABLE PER TABLE ON MIN.ALLOWED. A,SHEET 12-1/16"' 2-1/76"« 2-1/18"' A,SHEET 1 A,SHEET 1 1/4" •DIAGONAL O.C.IS EXTERIO � - MAX. MIN4HEAD&SILL) ORT"(JAMB)SEE 1�3EMBEDMENT: 1/4 EXTERIORi 114" EXTERIOR 1q 10&111, SHEETS SEE TABLE A, MAXSHEET 1SHIM SHIM PROPERLYCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLYSECURED 1X CONCRETE ANCHORTYP., WOOD BUCTP., ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES'& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 10)2-TRACK FRAME HEAD 3-TRACK FRAME HEAD j6aN 4-TRACK FRAME HEAD Ac CONCRETE INSTALLATION Sc CONCRETE INSTALLATION Cc CONCRETE INSTALLATION CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET 1 ANCHOR NOTE 3,SHEET 1 SEEANCHOR SEE ANCHOR SEEANCHOR NOTE 5,SHEET NOTE 5, SH E7NOTE5 1(1/4"MAX.) SHEET 1j M - (1/4"MAX.) -- (114" AX) EXTERIOR EXTERIOR EXTERIOR i CONCRETE 2-1/16" 2-1/16"• a2-1/16"' PER TABLE CONCRETE CONCRETE EDGE DISTANCE: PER TABLE EDGE DISTANCE: pERTABLE EDGE DISTANCE: A,SHEET 1 SEE TABLE A,SHEET 1 SEE TABLE A,SHEET 1 SEE TABLE A SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 A.SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 A,SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 2-TRACK FRAME SILL 3-TRACK FRAME SILL 4-TRACK FRAME SILL Dc CONCRETE INSTALLATION UCONCRETE INSTALLATION Fc CONCRETE INSTALLATION EMBEDMENT:SEE �I PRODUCT REVISED TABLE A,SHEET 1 as complying with the Florida Duiidin8 Code EMBEDMENT:SEE N0A-No. 17.0420.12 TABLE A,SHEET 1 �1 EDGE DISTANCE: expiration Date 02/17/2020 EDGE DISTANCE: PROPERLY SECURED SEE TABLE A, SHEET 1 By EMBEDMENT:SEE �I CONC./CMU ANCHOR SEE TABLE A, 1X WOOD BUCK TYP., SHEET 1 Miami-Da roduct Control TABLE A,SHEET 1 TYP.,SEE ANCHOR :� SEE ANCHOR NOTE 3, EDGE DISTANCE: NOTES&TABLE A, SHEET 1 PROPERLY SECURED SEE TABLE A, SHEET 1 1X WOOD BUCK TYP., SHEET 1 2-1/16" SEE ANCHOR NOTE 3, CONC./CMU ANCHOR SHEET 1 Eli TYP.,SEE ANCHOR CONCJCMU ANCHOR 2-1/16"• PROPERLY SECURED NOTES&TABLE A, 1X WOOD BUCK TYP., SHEET 1 CONCRETE TYP.,SEE ANCHOR SEE ANCHOR NOTE 3; CONCRETE �� I I I I I i 1j11 NOTES&TABLE A, :.. OR CMU SHEET 1 CONCRETE SHEET 1 OR CMU EXTERIOR PER TABLE ��` Q ,...... �i EXTERIOR, OR CMU EXTERIOR '.t. PER TABLE n_ A,SHEET 1 \�a'� •''�1cENSF �C� n I PER TABLE n A,SHEET1 V Q:' .CP% V 1/4"MAX.SHIM I• A,SHEET 1 �7 1/4"MAX.SHIM I I+— No.58705 1/4"MAX.SHIM �--, _�', 2-TRACK FRAME JAMB 3-TRACK FRAME JAMB D 4-TRACK FRAME JAMB = 9 cc CONCRETE/CMU INSTALLATION He CONCRETEICMU INSTALLATION Ic CONCRETE/CMU INSTALLATION PTIE � :O S '' 1070 TECRNOLOGYORNE °ia0a" •��••,.FC ORID�`.•' �`�� N.VENICE FL 34275 []�TANCHORAGE DETAILS �, ••..... �800fmc '�'`/s/i�lVAL��,cERr.DFatnH.x232ssSERIES 770 ALUM.SGD-LM IMPACT 1iiIiII t1conr3m3 yswr..ne,ns sm.: — 3"rt A.LYNN MILLER,P.E. a"w"ay. "m: cn"eme.0"Im sGD-770 NTS 13 d 22 PGT0730 C P.E.058705 JR 10/10/14 INSTALLATION DETAILS NOTES: 1.ALL DIMENSIONS FRAME JAMB SHOWN ARE BASED REQUIRED AT ALL 2.693"MIN. ON MIN.ALLOWED. INSIDE POCKETS EDGE EMBEDMENT:SEE TO PREVENT DISTANCE 2.FIGURES ON THIS WOOD FRAMING TABLE A,SHEET 1 P-HOOK MOUNTING ADAPTER WATER SHEET ARE FOR WOOD ANCHOR TYP., INFILTRATION CONC./CMU ILLUSTRATIVE Com ANCHOR TYR,SEE PURPOSES ONLY.SEE SEE ANCHOR NOTES TABLE A,SHEET 1 FOR EMBEDMENT: &TABLE A,SHEET 1 26 ANCHOR NOTES& ALL APPROVED SEE TABLE A, (ALSO SEE TYP. '. TABLE A,SHEET 1 28 ,..-. ..:,..;.- :.::.; - SUBSTRATES. SHEET 1 ILLUSTRATION,SHEET 9) IIAM"MIN.EDGE DISTANCE DISTANCE:SEE EXTERIOR 3.SEE TABES 1-3, `•.-i' fl_ SHEETS 6-8 FOR TABLE A,SHEET 1 EMBEDMENT: REQUIRED P-HOOK I SEE TABLE A, ? P-HOOK MOUNTING AND P-HOOK 26 EXTERIOR SHEET 1 •,'�,: `, ", ADAPTER CONC./CMU PHOOK WOOD ANCHOR TYP., MOUNTING ADAPTER nn ANCHORTYP.,SEE i SEE ANCHOR NOTES V P-HOOK "' "?; :`• '.:: 1 ANCHOR NOTES&TABLE ANCHOR QUANTITIES. &TABLE A,SHEET 1 CONCRETE OR EMBEDMENT:SEE A,SHEET 1 ALSO SEE EXAMPLE (ALSO SEE TYP. 2.693"MIN. CMU PER TABLE_ TABLE A,SHEET 1 (ALSO SEE TYP. ON SHEET 9. ILLUSTRATION,SHEET 9) EDGE DISTANCE A,SHEET 1 ILLUSTRATION,SHEET 9) ®P-HOOK FOR USE WITH FLAT SILL RISERS Igh P-HOOK FOR USE WITH ANY SILL RISER Jw PARTS#18 #20#22 OR#24, \�!V PARTS#18 420,#22 OR#24, WOOD INSTALLATION EXTERIOR MOUNT SHOWN, CONCRETE/CMU INSTALLATION INTERIOR MOUNT SHOWN, (SEE TABLES 1A,2A&3A MAY ALSO BE INSTALLED IN (SEE TABLES 1A,2A&3A MAY ALSO BE INSTALLED IN FOR WATER RATINGS) INTERIOR CONDITION FOR WATER RATINGS) EXTERIOR CONDITION METAL TYP., P-HOOK MOUNTING SEE ANCHOR P-HOOK MOUNTING EMBEDMENT:SEE CONCRETE OR EMBEDMENT:SEE ADAPTER CONCJCMU NOTE 4,SHEET 1; ADAPTER SMS CMU PER TABLE TABLE A,SHEET 1 ANCHOR TYP.,SEE TABLE A,SHEET 1 MIN,OF 3 THREADS ANCHOR TYP.,SEE A,SHEET 1 ANCHOR NOTES&TABLE BEYOND THE METAL ANCHOR NOTES ;.;:..`.:' ;:r (A SHEET 1 SUBSTRATE Za &TABLE A,SHEET 1 y; i, (ALSO SEE TVP. (ALSO SEE TYP. EMBEDMENT: ::',':, " ILLUSTRATION,SHEET 9) PRODUCT REVISED ILLUSTRATION, SEE TABLE A, ,'I^ as com 1 in with the Florida SHEET1 28 NDA-ng o3Ro j EMBEDMENT: SHEET9) f•;"':`: :: —�! 14oa-tJo. 17-0420.12 ; SEE TABLE A, EDGE DISTANCE:SEE • Expiratlon Da 2117/2020 SHEET 1 TABLE A,SHEET 1 ''' 1.114"MIN.EDGE DISTANCE 30 30 Miami-! Product Control { P-HOOK SMS ANCHOR TYP., EXTERIOR P-HOOK CONCJCMU EXTERIOR SEE ANCHOR NOTESNE R ANCHOR TYP.,SEE fl &TABLE A,SHEET 1 V ANCHOR NOTES&TABLE9 V I (ALSO SEE TYP. 2.693"MIN. A,SHEET 1 2.693"MIN. f ILLUSTRATION,SHEET 9) EDGE DISTANCE (ALSO SEE TYP. EDGE DISTANCE I ILLUSTRATION,SHEET 9) I ,�i Ill III1II17 P-HOOK FOR USE WITH BOX SILL RISERS P-HOOK FOR USE WITH BOX SILL RISERS ®w PARTS#19,#21,#23 OR 925, Kc PARTS#19,#21,#23 OR#25, �� '......... �4"" "' METAL INSTALLATION EXTERIOR CONCRETE INSTALLATION EXTERIOR Q sF'•.C� I (SEE TABLES 1A,2A&3A MOUNT (SEE TABLES 1A,2A&3A MOUNT No.58705 FOR WATER RATINGS) ONLY FOR WATER RATINGS) ONLY �p I'TIE T �Y 1070 TECHNOLOGYORIVE °;t' i ASO N.VENICE,FL 34215 ANCHORAGE DETAILS ,�s ......RIDP„••'�� , (941)400.1600 �,; 7 7Si.'Q• /1,1111100,NA11 E,�`� og Ors Rama,o� CERT.OFAUIH.C29296 SERIES 770 ALUM.SGD-LM IMPACT 11I i I I,I i�� ' JR 04/00 C NO CHANGES THIS SHEET. pppYRl0NrolaN E°� �"� e"B0h 0r•'""r^1'• n..v A-LYNN MILLER,P.E. mnwn0r:mix rn"am wry mrmousmm�.uva ® sG0-770 NTS 14 d 22 PGT0130 C P.E.#SPOS JR 10/10/14 au.wcme66smvm I CONFIG. EXAMPLES MAX.UNIT WIDTH MAX.UNIT WIDTH HEADER DETAIL'A', MAX. NOM.PANEL WIDTH SHEET 18;INSTALLATION DLO TYP.PER TABLES 1-3 DETAILS'Aw'&'Ac', WIDTH INTERIOR SHEETS 12&13 ll NOTES: - EXTERIOR 1)SEE SHEET 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS 90" APPLICABLE.SEE DP/ANCHOR PANEL PANEL TABLES,SHEETS 6-8 FOR MAX. PANEL TYPE TYPE PANEL CORNER &CORNER PANEL HEIGHT AND WIDTH.SEE TYPE 'QS' 'AS' TYPE SHEET 19&CORNER A' 'K' ANCHORAGE SHEET 11 SHEETS 18&19 FOR SECTION NOM. MAX.UNIT DETAILS AND SHEETS 12-14 FOR MAX. PANEL MAX. HEIGHT INTERLOCK DETAIL INSTALLATION DETAILS. PANEL ! WIDTH TYP. DLO PER M',SHEET 19 2)(1)LOCK(ITEMS 75&107-110)AT HEIGHTSEE PER HEIGHT TABLES EXTERIOR INTERIOR EACH LOCKSTILE,LOCKING INTO NOTE 2 TABLES 1-31-3 KEEPER(ITEM 103)AT FRAME JAMB OR ASTRAGAL. A :) JAMB DETAIL'133',SHEET 3)PLEASE SEE APPLICABLE CiJx x 18;INSTALLATION DETAILS ASTRAGAL&INTERLOCK X X 'Gw'&'Ge,SHEETS 12&13 COMBINATIONS PER DP/ANCHOR — _L TABLES. 90, DLO WIDTH=NOM.PANEL WIDTH-7" SILL DETAIL'D',SHEET 18;7, DLO HEIGHT=DOOR UNIT HEIGHT-10.125" INSTALLATION DETAILS EXAMPLE:90°INSIDE CORNER,4 PANELS-XX/XX PANEL HEIGHT=DOOR UNIT HEIGHT-1.866" 'DW&'Dc',SHEETS 12&13 siucoNE HOT-MELT BUTYL STRUCTURAL SILICONE STRUCTURAL SILICONE 3116'NOM. BY OTHERS POLYISOBUTYLENE 114"NOM. FOAM WITH DESICCANT WITH DESICCANT EXT.GLASS EXT.GLASS #8XV #10 X 1-1/2" PH SMS PRODUCT REVISED PH SMS as complying with the Florida INT.GLASS INT.GLASS Building Code NOA-No. 17-0420.12 ,zn KODISPACE 4SG TPS ,zs SUPER SPACER@NXTExpiration 134 02/1712020 By ALUMINUM Miand-=Product Control REINFORCEMENT pOLYISO- DESICCANT FILL AREA BUTYLENE 5116°NOM. PANEL CORNER FRAME CORNER sns'NOM. SEAL DETAIL DETAIL BUTYL& ROLL-FORMED SILICONE SEAL DESICCANT FOAM STAINLESS STEEL EXT.GLASS Part# Description Material EXT.GLASS ��111III1I1/7 124 Kommeriing 43G TPS Spacer system See this �\\��ICENg�� 125 lQuanex Super Spacer nXf with Hot Melt Butyl Sheet for INT.GLASS 128 quanex Dulaseal Spacer INT.GLASS P' �P Materials y} No.58705 127 lCardinal X_Edge Spacer +ze DURASEAL©SPACER (9 XL EDGE rmSPACER REFERENCE TEST REPORTS:FTL-8717,8968&8970 CHNOLOGYORA'E 'ip�t-C STA 1070TEt 0��.•�� N.VENICE FL34275 ANCHORAGE DETAILS/EXAMPLEELEVATIO RIO ." N. (941)480-1600 M �'/','ONAL ENG\' Br. gra• A.Meba' CERT.OFAUM.#=N SERIES 770 AL UM.SGD-LM IMPACT 1j,111[11%%%,\ JR 04A75H7 C NO CHANGES THIS SHEET. covrxfoxrexn ssw+na¢ — am,c omwn A nex ror +x�savc - A.LYNN#58705 P.E. JR 10110114 ,ucwemsrtrs�rvra SOD-770 NTS 15 22 PGT0130 C P.E.#68705 COIVFI G. EXAMPLES INTERLOCK DETAIL FOR ALL DETAILS ON THIS SHEET.SEE NOTES ON SHEET 15 M',SHEET 19 OPERABLE JAMB DETAIL'G3',SHEET 18; i 'l;�-INSTALLATION DETAILS'Gw'&'Gc',SHEETS 12&13 /FIXED JAMB DETAIL'G2', ASTRAGAL HEADER DETAIL W.SHEET HEADER DETAIL'A',SHEET 18- DLO L INSTALLATION DETAILS'Aw'&'Ac', WIDTH SHEET 1B;INSTALLATION DETAIL ET 1'& 18;INSTALLATION 12&1� /- JAMB DETAATIO ,SHEET DETAILS'Gw'&'Gc', L2,SHEET 19 'Aw'&'Ac',SHEETS 12&13 "(// SHEETS 12&13 18•INSTALLATION DETAILS TYP. SHEETS 12&13 90° 'Gw'&'Gc',SHEETS 12&13 PANEL PANEL PANEL PANEL M TYPE TYPE TYPE TYPE PANEL PANEL PANEL PANEL a 0 OM R' L' D' A' TYPE TYPE I A I p INTERLOCK DETAIL MAX. A CS' OS' K MAX. M',SHEET 19 h NOM. UNIT PANEL HEIGHT SILL DETAIL NOM. / HEIGHT 90°OUTSIDE CORNER / PER / PANEL / PER DETAIL'Ni',SHEET 19& WIDTH TYP. 'D',SHEET MAX. PER SEE TABLES 18; MAX. / SEE CORNER ANCHORAGE WIDTH TYP. TABLES DLO TABLES 1-3 NOTE 2, 1-3 INSTALL DLO PER NOTE 2, 13 SHEET 11 HEIGHT SHEET 15 DETAILS HEIGHT TABLES 13 SHEET 15 INTERIOR ,, �D 'Dw'&'Dc', 0 X x X SHEETS 12 a a EXTERioR NOM.PANEL &73 ' X X X x WIDTH TYP. I PER TABLES SEE FRAME& MAX.UNIT WIDTH J 1-3 SILL DETAIL'D',SHEET 18; MAX.UNIT WIDTH MAX.UNIT WIDTH CONSTRUCTION N EXAMPLE:OXXX INSTALLATION DETAILS CONSTRUCTION DETAILS SHEET 15 2-TRACK 'Dw'&'Dc',SHEETS 12&13 EXAMPLE:90°OUTSIDE CORNER-XX/XX(2-TRACK) JAMB DETAIL'I1',SHEET 18; ASTRAGAL DETAILS'Li'& INTERLOCK DETAIL'M',SHEET 19 INSTALLATION DETAILS'IW& L2,SHEET 19] 1 INTERLOCK DETAIL'M',SHEET 19 'Id,SHEETS 12&13-\• HEADER DETAIL'C',SHEET u HEADER DETAIL (, 1 18;INSTALLATION DETAILS J-ETAIL'H2',SHEET P-HOOK DETAIL'J'&'K',SHEET B',SHEET 18; Cw'&'Cc',SHEETS 12&13 18;INSTALLATION DETAILS 19;INSTALLATION DETAILS'Jw', INSTALLATION JAMB DETAIL'12',SHEET 18;INSTALLATION 'HV&'Hc',SHEETS 12&13 Jc.XW&'Kc',SHEET 14 DETAILS'Bw'&'Bc', DETAILS'IW&'Id,SHEETS 12&13 PRODUCT REVISED SHEETS 12&13 as complying with the Florida r— MAX.UNIT WIDTH MAX.UNIT WIDTH ►, Building Code NOA-N17-0420.12 NO Expiration Date 02/17/2020 PANEL PANEL PANEL PANEL PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE j TYPE TYPE TYPE TYPE Mia -Dade roduct con rol R' L' M' F' i M' F F P. MAX: MAX.UNIT NOM. i NOM. UNIT HEIGHT PANEL °z& j PANEL HEIGHT WIDTH TYP. °� I / / WIDTH TYP. / PER PER TABLES MAX-/ /SEE PER / i SEE MAX• PER TABLES 13 DLO NOTE 2, LLES, j OTE 2 DLO TABLES 1-3 13HEIGHT SHEE715 i SHEET 15 HEIGHT 7o xx i x x x o LYNN'b�,,, ON EXAMPLE:OXXXp SILL DETAIL'E',SHEET 18;l EXAMPLE:X)0(0 SILL DETAIL T',SHEET 18; No.58705 INSTALLATION DETAILS (4-TRACK,BY-PASS) INSTALLATION DETAILS _.n , (3-TRACK,RIGHT POCKET) ( 'Fw'&'Fc',SHEETS 12&13 'EV&'Ec',SHEETS 12 8 13 =1J �, •� 19°! 1070 TECHNOLOGYORIVE °` �Q�'•, STATE O N.VENICE,FL 34276 EXAMPLE ELEVATIONS t<` ''•:�<ORIDr+,.•' Z�` o°m nwmr CERT.avaimL 6zszs6UUT SERIES 770 ALUM.SGD-LM IMPACT ',//Z/, NAL„E,NG�*, JR 04fiW17 C NO CHANOES THIS SHEET. am.2u�: nom.: sm aA,ayw. n..: mvmwrrenn A.LYNN MILLER P.E. o� B ea0 0"""° De°° A°rweusmnswc SGD770 IVTS 16 22 POT0130 C P.E1t58705 JR 10/10/14 I i I I PANEL'S RIGHT STILE TYPE SINGLE SINGLE FIXED LOCKSTILE ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL INT CORNER EXT CORNER EXT CORNER INT CORNER EXT CORNER EXT CORNER INT CORNER PANEL INTERLOCK INTERLOCK STILE W!HANDLE BOX OUT BOX IN BOX OUT BOX IN 90 LOCKSTILE 90 LOCKSTILE 90 RECEIVER 90 RECEIVER p0 RECEIVER 135 RECEIVER 35 RECEIVER W/HANDLE W/HANDLE W/HANDLE W/HANDLE Wf HANDLE W/HANDLE WIHANDLE W/HANOLE TYPES ou�T -E � atts #at #tra 1 ' 1 SINGLE F P K 6.. TR TQ TC TA T®/ T'/9, INTERLOCK /'�r �/ Y i/ OUT ® (92covq /'� y,P� ® / SINGLE �, S E S /I cj d/ / SQ Sc SA S SW INTERLOCK /•� IN g�.-�q p/q� (eoxaur (eoxrM SFIXED TILE �• C\� , ` -�^y,? �� I FV FW N Pox" LOCKSTILE ® II/� J .,...LE /I// (BOXaUO (6QY WJ W ASTRAGAL OUT LR p PANEL NOTES: Q. BOX W!HANDLE (eoxov0 1.SEE DP TABLES 1-3,SHEETS 6-8-FOR PANEL ASTRAGALEl Ifp SIZES&DESIGN PRESSURE. S KIN /`y LEFT Q INTERIOR RIGHT 2.PANEL TYPES NOT SHOWN OR CROSSED OFF W W/HANDLE moxw/ PANEL PANEL ARE NOT REQUIRED FOR ANY CONFIGURATIONS �-- ASTRAGAL T I I STILE n EXTERIOR (J �7 STILE AND ARE NOT AVAILABLE. .sox OUT TsoT �U 3.90"ASTRAGALS TO USE HEAVY-DUTY STILES CORNER RECEIVER(#118)AND EITHER PANEL"E"SHOWN.SEE TABLE FOR OTHER PANEL TYPES AND EXTERIOR U- ASTRAGAL T EXTERIOR(#119)OR INTERIOR(#120)CORNER BOX IN /ASTRAGAL REQUIREMENTS. ASTRAGALS. J APPLICABLE STILE /ASTRAGAL (s0xuq 4.135*ASTRAGALS TO USE HEAVY-DUTY STILES INT CORNER ^T C1 90 LGCKSER /4.Y✓ (#81)AND CORNER ADDON(#31). J W1 HANDLE p12 —►'r---.232' W EXT'CORNER SILL RISERS OPTIONS �3z• _ z 90 HANDL ILE 9 QT T QS -�-I Imo— Q WI HANDLE I I 232" EXTERIOR PRODUCT REVISED El #1#61 EXTERIOR EXTERIOR ,062" P DC7 CORNER 232" 062° as com Iying with the Florida 90 RECEIVER CT CS E (1--I 062, 4.065" Building Cade W/HANDLE 2555" 3.305" NOA-No. '17.0420.12 INTCORNER#01 T �S D/ 166T I Expiration Date 02/17/2020 90 RECEIVERJ+. gy --1 W/HANDLE #118 SILL RISER,FLAT SILL RISER,FLAT Mla -Da Product Control EXT CORNER CF 1a"FLUSH SERZFLAT• (BSILL FLAT 22 MEDIUM.3-1/4" (DSILL 90 RECENER 1-1 #61 EXT CORNER #3 750" f•'— •76 I.TCOEIVER VT VS VF I EXTERIOR WI HANDLE Imo— .750" � .062" #81K1}1� EXTERIOR EXTERIOR I EXTERIOR ,062' INT CORNER V e p iT 'A,S ' F ��-j .966- .062" `� 4.055". 35 RECEIVER V� V� V V I ' W/HANDLE #615, 1\11111111/f� .082° ` 1.1GENSF'•.C� i "V LYNIV 1.667, t9' 21ISER,2 04 LOW 21SER BOX 23 SILL RISER,BOX- 25 HILL R FLUSHI 7 ER.BOX No.58705 =-o I •NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS,SEE SHEETS 8- `A*. S to AIE t 1��E�NICELa34215 PANEL TYPES %��iS'' /setl<ealsoo L 1r"vwer. m .ymc CERT.OFAUTH.//29296 SERIES 770 ALUM.SGD-LM IMPACT 11 f n 11111 JR 04NH�17 C NO CHANGES 7NfS SHEET. 5nF WPYRo roamr sanmume — — are.�Prm. x"c A.LYNN MILLER P.E. ar�0 sc�•TT0 NTS 17 N 22 PGM130 C P.E.#58705 0 JR 10/1W14 au^''v""xFs°m>:° ASSEMBLY DETAILS 106 FULL PANEL JAMB LENGTH (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 7SEE 81 106 LOCK PART17 FULL LENGTH 14 75 8107-11014 106 OF JAMB 6 G3150 OR 61 oR s1 2-TRACK JAMBGt (SHOWN 5 DETAIL GI 2-TRACK JAMB WITH CLIP#105 FOR FIXED 113 105 6°LONG W/RETAINER#106 OPERABLE 80 L7°s s ioiRio PANEL CLIP MIDSPAN (SHOWN WITH FIXED PANEL TO n LocK PAfr SEE DETAIL G2 5 THE INTERIOR J yEXTERIOR 103 113 7s 8107-10 103 FOR FIXED 5 60 OR 61 �'I PANEL CLIP 103 VEXTERIOR v 15 g 1a Ri^ l� 112 16 17 1g FULL LENGTH G2 40 G4 60 OR 61 #10 X 3/4' �—OFJAMB 2_TRACK JAMB 2-TRACK JAMB ,TI,EXTERIOR �L EXTERIOR -I-LF717ERIOR � TERIOR SMS,X 3 CLIP#80 OR#105 51 52 W/SCREEN V V_ 6'LONG WI RETAINER#123 3-TRACK JAMB 3-TRACK JAMB 4-TRACK JAMB 4 TRACK JAMB 80 (SHOWN WITH H1 (SHOWN WITH H2 (SHOWN WITH 11 (SHOWN WITH 2 (SHOWN WITH MIDSPAN FIXED PANEL TO OPERABLE PANEL) FIXED PANEL TO FIXED PANEL TO OPERABLE PANEL) 60 oR 61 THE EXTERIOR) 53 THE EXTERIOR) THE INTERIOR) EXTERIOR EXTERIOR ft631 ON SHEET 15 V 121 SEE DETAIL ON SHEET 15 721 SEE DETAIL ON SHEET 15 3 4 113 5 9 113 5 69 EXTERIOR EXTERIOR EXTERa PRODUCT REVISED as complying withthe Florldn SHOWN WITH 2-TRACK WISCREEN 3 TRACK ®4-TRACK MAX.UNIT Building Code 8 C FRAME HEAD HEIGHT PER .OA-H.. 17-0420.12 OPT.SCREEN FRAME HEAD FRAME HEAD TRACK TABLES 1-3 Explratlon Date 02/17/2020 ey Mlam-Dade tluct Contro 53 69 69 69 V,Lu EXTERIOR EXTERIOR 52 51 54 72 OR 73 72 OR 73 � 72 OR 73 46 11 113 9 10 11 11 48 47 0 6 EXTERIOR 112 5 113 1131.— EXTERIOR 13 - `1111IIII IIlfT+7 01 taFRAMESWLSCREEN ®FRAME 4-TRACK P•' �3 E LL FRAME SILL =$t; Ne.58705 ITEM 61 SHOWN,ITEM 60 ALSO APPLICABLE,SEE TABLES 1.3,SHEETS 6-8 FOR DP(PSF)ASSOCIATED WITH STILE. %Q,r� 10707ECHNOLOGYDRIVE P10t ��\`�1 '•:c<ORIDP.•' �� M VENICE,FL 34278Yff. VERTICAL SECTION DETAILS �, S •• G (9OFAU.f800nb 7I DNAL EN.� 7 ,rmmY oer Fafb,e CERT.OFAU7KM29298SERlES770ALUM.SGD-WINDOW-LM! 7/'+++IIII"O, JR 04N5�f7 C NO CHANGES THIS SHEET. covnumnesov sarmnea�r sm.: awr a*.>re+b aeF A.LYNN MILLER,P.E. GD...ND. NTS I 18 -22 PGTO129 C P.E.d 68705 JR 0?l20/14 ^LLwc'rtsrsraDnx'° ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 5 4 INTERIOR 61) 113 118 ja_,_ _...—.....—.....__.., *III 28 11 113 27 � 103 60 OR 61 V— !v 29 14 6120 65ID V EXTERIOR t1i 82 90° ./ EXTERIOR INTERIOR EXTERIOR R P HOOK FOR Ft AT SILLS P-HOOK FOR BOX SILLS INTERIOR J (EXT,OR INT.MOUNT) EXT.MOUNT ONLY 1�390° LOCK PART LOCK PART LOCK PART 76&107-110 75&107-11 61 76$107-170 6 INTERLOCK 14 113 60 so 61 81 t16 6 ID 1t3 11� -ITEM#61(HEAVY-DUTY EXTERIOR 113 V EXTERIOR 113 103 119 EXTERIOR 7 STILE)SHOWN,ITEM#60 67 66 r (STANDARD STILE)ALSO kE-N STANDARD ASTRAGAL#67 L1 WITH STANDARD STILES#60 W WIITH HEAVY-DUTY STILEGALS#61 N1 2 TRACK SHOW68 90*OUTSIDE N NER 45Eh 201 INSIDE N2 2 TRACK SHOWN APPLICABLE,SEE TABLES 1.3,SHEETS 6-8 FOR DP EXTERIOR BOX ASTRAGAL SHOWN EXTERIOR BOX ASTRAGAL SHOWN (PSF)ASSOCIATED WITH BOX-OU MAY ALSO BE INSTALLED STILES. ( � (BOX-OUT)MAY ALSO BE INSTALLED TOWARDS INTERIOR(BOX-IN) TOWARDS INTERIOR(BOX-IN) 4 INTERIOR PRODUCT REVISED .—.-. as complying with the Florida 31 OCK pART Building Code 4 INTERIOR 75&187-110 NOA-No. 17-0420.12 5 g INTERIOR expiration Oat /17/2020 135° By MI - a .duet Control P 7 11 t45 135° 61 67 32 103 32 10,EXTERIOR 61 1`tt111111111I1f, LOCK PARTS /S1 t�03 +Bt ,IZ,EXTERIOR •....•....,�/ ��r 75$107-11p 14 135°INSIDE CORNER �1, tt�BNSF 02 2-TRACK SHOWN 135°OUTSIDE CORNER =>t: No.58705 01 2-TRACK SHOWN = 0: t�sJ 0, S7kT O 10707ECHNOLDGYDRiVE on°i»'»c 'T N.VENICE,FL 34275C�S'•. RI01!_.•' �asilaeo reav HORIZONTAL SECTION DETAILS,CORNERS '.� g+ G>> 7,7 7aNAL IStl- "° JR n°"O6M7 C NO IU17 CHANGES THIS SNEEF. CWr CFAl1TN.#29295 SERIES 770 ALUM.SGD-LM IMPACT JR O'� o am, Som: roam a°m: aTmrrmJr 4 sou ve ma JR iataiaro ,� 300.770 NTS 19'm 22 PGT0180 C A LYP.E.N 56 05 P,E, Item PGT PGT# Description Item t17327 # Description )ALL ALUMINUM=6063-T6 1 17306 617306 2-TRACK HEAD 60 25 PANEL STILE 2 17303 617303 2-TRACK HEAD WITH SCREEN RAL 61 28 PANEL S71LE{HEAVY DUTY) 2)ITEMS#33-39,56-59,66,78,84-99, 3 17309 '617309 3-TRACK HEAD 62 27 INTERLOCK ADAPTOR 121&122 ARE NOT USED AND ARE 4 17312 617312 4-TRACK HEAD 63 48 VINYL BULB WSTP.-THIN(INSIDE INTERLOCK) NOT PART OF THIS APPROVAL. 5 17314 817314 FRAME SCREW COVER 64 29 SILL END WEATHERSTRIP PAD 6 17317 617317 FRAME HEAD/JAMB ADD-ON 65 28 INTERLOCK SCREW COVER 3)USE OF#12 OR#13 REQUIRESI 7 17304 617304 2-TRACK SILL 67 17329 617329 ASTRAGAL MIN.#10 SMS OR 3/16"MASONRY 8 17301 817301 2-TRACK SILL Willi SCREEN RAIL 68 17339 617339 HEAVY DUTY ASTRAGAL ANCHORS @ 24"MAX.O.C. i 9 17307 1 017307 3-TRACK SILL 09 17324 617324 TOP 8 BOTTOM RAIL i 10 17310 017310 4-TRACK SILL 70 17350 417350 WEATHERSTRIP EXTENSION ONJEGTION MOLDED) 11717311 617313 FRAME SILL TRACK INSERT 71 1695 _ 71695 1-112"X 1'X3/4"HIGH FIN SEAL DUST PLUGS 617315 FRAME SILL SCREEN AOD{0N(SEE NOTE 3) 72 8153 78153X TANDEM ST.STL ROLLER ASSY. 617316 FRAME SILL SCREEN END ADD•ON(SEE NOTE 3) 73 8153 78153N TANDEM NYLON ROLLER ASSY. 617305 2-TRACK JAMB 74 SILICONE DOW-899,DOW-995 OR GE-7700 017302 2-TRACK JAMB WITH SCREEN RAIL 75 8185 78185X GEMINI MORTICE 3-PLY DUAL LOCK W/LONG TRIM PLATE 017308 3711ACKJAMB 76 71039XIFPFX IH032.X1"FL.SS SCREW W/TYPE"F"TIP _ 617311 4.-MACKJAMB 77 7103239 1032 STEEL ZINC UNUT 817322 SILL RISER-FLAT,FLUSH,1-1/2" 79 17357 617357 V IG BEAD _ 19 17319 017319 SILL RISER-BOX FLUSH,1-112" BO 17359 617359 7116-BEAD/FIXED PAN EL CLIP j 20 17321 617321 SILL RISER-FLAT,LOW,2412' 81' 17360 "617360 9116"BEAD 21 17318 617318 SILL RISER-BOX LOW,2-'1/2" 82 1224 BW247K VINYL BULB WEATHERSTRIP 22 17355 1 617355 SILL RISER-FLAT,MEDIUM,3-1/4" 83 61745 1745 LOWE INC,VT X 1/16'SGL SIDE ADH.TAPE,POLYETIL 23 17354 617354 SILL RISER-BOX MEDIUM,3-1/4" 100 8052 48052 ROLLER ADJ.HOLE PLUG 24 17323 617323 SILL RISER-FLAT,HIGH,4" 101 1 72087 JAMB BUMPER 25 17320 617320 SILL RISER-BOX HIGH,4" 102 1690 71690 DUSTPLUO 26 17333 617333 POCKETP-HOOK 103 8188 7818OX PKEEPER 27 7070 67070 NEOPRENE BULB WSTP FOR P-HOOK 104 653 TSDKEEP SCREEN LOCK KEEPER 28 E17334 617334 POCKET P-HOOK MOUNT 105 17344 017344 FD(=D PANEL CLIP-6"LONG 29 617335 P4iOOKCOVER 106 17352 617352 FOLD PANEL RETAINER-9116" 30 617348 POCKET P-HOOK FOR BOXRLSER 107 1739 71739 HANDLE KR-NTERIOR RAISED WITH THUMBTURN 31 617378 135CORNER108 1740 71740 HANDLE KIr-RAISED EXTERIOR HANDLE 32 617376 135 FVED MOUNT 109 1731 78162SN HANDLE Klr-RECESSED INTERIOR WRH THUMBTURN PRODUCT REVISED REM S 4053 ARE SCREEN PARTS: 110 1732 78178 HANDLE KTr-RECESSED EXTERIOR PULL as complying with the Florida 40 4319 612258 SCREEN SIDE RAIL-LOCKSTILE 111 710XU4PPSDAX 610 X3/4"PII:PN.TEK-S.S. BDA-Noding Code 41 7LOCKWGSK SCREEN LOCKSET 112 1235 67518 WSTP..270 X.170-FIN SEAL NDA-No. 97-0420,92 42 41818 SCREEN KEEPER SPACER SET 113 1712 &1086 .187'X230"FNSEAL Expiration Dale 0219 712020 43 8152 68152 SCREEN INTERLOCK ADAPTER 114 71OX115PPX 018X1-112° By 44 4428 64428 SCREEN DOUBLE NTERLOCK 115 710)43PT #10 X 1" Mia.-0a roduct Control 45 4317 612256 SCREEN TOP RAIL 118 720X1X 014-20 X 1"S.S. 48 4318 612257 SCREEN BOTTOM RAIL 117 72OXI12X NI4-2OX1-1/2"S.S. 47 868 7SRA2 STANDARD ROLLER 118 17338 617330 90 DEGREE CORNER RECEIVER 48 868 7SRAX STANDARD ROLLER-ST.STIL 119 17337 817337 90 DEGREE OUTSIDE CORNER ASTRAGAL 49 4344 84344 SCREEN ASTRAGAL 120 17330 6117338 1! DEGREE INSIDE CORNER ASTRAGAL 50 17349 617349 Om SCREEN ASTRAGAL ADAPTER 123 17352 617352 F6 PANEL RETAINER,718" 51 1692 61692 SCREEN SPLINE-IW AA,1111111I1/I77 52 1694 81694 SCREEN SPLINE 53 81816C20 SCREEN CLOTH ` 51725 1/2"X4"X1/10"SET.BLOCK,NEOPRENE 85-/-6 - :�\��'•1,ICENSF ��/�% Q`�,•' �� 55 1726 1"X4"X 1/18"SET.BLOCK,NEOPRENE 85+/S *: No.58705 0 I� - F� :tv�. 10707ECHNOLOGYDRNE A VENICE,FL SAP RTS LIST '�F '••:��oRIDP..••'�� 4276 ��lSs1 C7 (941)460.1600 BmdOy: ueata FnWMe OFJiD OFAU7H.#20206 SERIES 770 ALUM.SGP-LM IMPACT 77I lI 111 I 1"�' l' 04/0"V17 C NO CHANGES THIS SHEET. vm�ro y'. ® e — — m,r. A:LYNN MILLER,P.E. 'JR" wm: o^� vcre/ocoUnx�wc BOb770 NTS 20 -22 PGTOi30 C P.E.968705 JR 10/10/14 4u.wcOraAt�en�rn i 5.069" 8.562" 1.36" 0.080" �{ 1.872"F- 1.211" Li 1.505" a 0.081" 0.062" 0.081" _J 0.081" 02-TRACK HEAD 84-TRACK SILL SCREEN (6063-T6 AL) (6063-T6 AL) 40 STILE 6.198" (6063-T6 AL) 6.198" � 8.526" 5.069" , 0.080" -1 r- 1.045" 1.211" 1.505" 1.993" 0.062" 0.081" O2 2-TRACK HEAD W/SCREEN TRACK 03-TRACK SILL (6063-T6 AL) (6063-T6 AL) t4 2 063-76 L) 45 SCREEN O OTQP RAIL (6063-T6 AL) (6063-76 AL) 2-TRACK JAMB W/ -7.105" 6.221" 16 SCREEN TRACK �f 0.080" (6063-T6 AL) -�{ 1.36° t 1.505" I p 1-- 0.875" 1.211" [- -�-{ 1.36" y--- 1.993" 0.081" O 3-TRACK HEAD O 2-TRACK SILL W/SCREEN TRACK L 0.062" (6063-T6 AL) (6063-TB AL) 0'081" SCREEN 46 BOTTOM RAIL 9.142" (6063-T6 AL) 4.49" 0.081" 0.080" -� PRODUCT REVISED 1.505" 7.106" as complying with the Florida 7n1.211" Dullding Code Non No. 17-0420.12 O9.141" Expiration Date 02117/2020 0.081" 4 4-TRACK HEAD O7 2-TRACK SILL BY- (6063-T6 AL) (6063-T6 AL) Mlam-Da Product Control 0.062" J.-I 1.260" 0.532" 0.760" 1 0.060^ 1.516" OFRAlME-HEADMAMB SCREEN FRAME SILL SCREEN FRAME SILL SCREEN Ell N` vQ ADD-ON O ADD-ON O END ADD-ON 16 3-TRACK JAMB SF .,(( (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) O(6063-T6 AL) REQUIRES MIN.#10 SMS REQUIRES MIN.#10 SMS _=s} No.58705 OR 3/18"MASONRY OR 3116"MASONRY 17 4-TRACK JAMB - 6D63-T6 AL -'0 ' ! SEE SHEET 17 FOR SILL RISERS. ANCHORS @ 24"MAX.O.C. ANCHORS @ 24"MAX.O.C. ( ) "-'A '• [jg) �0,� SAEO 10 N.VENICE, 34275VE EXTRUSIONS u••'F ...... (Wl)480-1600 ,� ��'�i��ONAI ENG` p"mer oem Fnvk CERT.WAWA POWS SERIES 770 ALUM.SGD-LM IMPACT JR 04/Ofi/97 C NO CHANGES THISSHEET. carm�a�Reaov N pm"Areat - sne.e mexdorn. pec W.uemr cneaaae.owa• vorumaymrE&nvc A.LYNN MILLER,P.E. JR 10110114 AILAlGMSpE9FJMo soo-7r0 NTS 21 e122 PGT0130 C P.E.q 56706 0.718" (+ 0.83" 3.902" -I� 2.304" 0.752" 3.802" 0.752" -�-I ]I_I 0.885" 0.574" 0.796" 1.163°I 0.062" 0.080" 0.062" i 0.264" 0.075" 0.233" 0.062" OFRAME SILL P-HOOK MOUNTING @p+ SCREW 5 SCREW COVER 77 TRACK z8 P-HOOK 28 ADAPTOR 20 COVER 0.080" 3o P-HOOK FOR BOX RISER (6063-T6 AL) (6063-T6 AL) 8(6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) 4" .155, 4" 2.30" 111.418181" 1.739"0.062" { 1303° 0.830° 1.600 0.133" 7.600 0.062"0800" 1.888" 016" 74' I-= -3.125" --�I 0 325" 3.125" 0.062" INTERLOCK INTERLOCK 31 135°CORNER 3z 135°FIXED MOUNT so STANDARD STILE 81 HEAVY DUTY STILE O s5 (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) ADAPTER SCREW COVER (6063-T6 AL) (6063-T6 AL) 3.979" 3.979" 4.125" 0.062' 1 304 1.050" 1.050" (+ 1,060" 0.075° 0.075" 1.845 3 JJ�� 1.645" .28 611° 485° 045" I-+-- 3.25„ 045- 0.281'0.281" GLAZING 7/16"GLAZING 9/16"GLAZING s7 STANDARD ASTRAGAL ea HEAVY DUTY ASTRAGAL se TOP/BOTTOM RAIL 7e eo 81 PRODUCT REVISED BEAD I.G. BEAD,FIXED BEAD (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) 6063-T6 AL PANEL CLIP 6063-T6 AL ns compl np with the Florida ( ) ( ) Bulidln9 Code (6063-T6 AL) .0A-No. 17-0420.12 1.003" Expiration Date 02/17/2020 1.03" 4, B 5.621" Mlam-Dad roduct Control 0.757" 0.080 0.050" 705 FIXED 0.709" 0.133° PANEL CLIP III II 2.893" 0.133" ° uI� 1.498" 1.498" (6063-T6 AL) �0.8831-x- 0.080" 550" FIXED PANEL 5.621" 4 j=F0.709' 723 ,`�p�Y LYNN RETAINER.7/8° 720 90°INSIDE CORNER ASTRAGAL � 0.080" -.d:;= (6063-T6 AL) 1E 2.826" 119 90°OUTSIDE CORNER ASTRAGAL (6063-T6 AL) �Z•'�1GEN5 ��C �'� FIXED PANEL 718 90"CORNER RECEIVER (8063=T6 AL) los RETAINER,9/16° (6063-T6 AL) _ No.587D5 (6063-T6 AL) 1070 TECHNOLOGYDRNE � �p�.• S�A{E O A VENICE,FL 30275 (90t)O3ai500 EXTRUSIONS i � '•,;°LORIDP.• \�� , CERvrr.wOoFvAsmUTvH.=we 9a ® MES 770 ALUM°ee.e SGD-LM I�nMn'PACT 9.r. ZONAL ALULLWAV N.EG.O CHANCES HIS SHEET. `NTS62PG0-'r,mm1 SGD-770 130 C P.E.958705 JR 101w � �\ THERMAITRU DOORS =y Z �M Fiber-Classico & Smooth-Star® * �'.•,11111111 1z, U N Z ti V N V a x 2- g � u Em ZOm°mU 7.71"MAX CA Lo �! CW COMPOSITE EDGE 3FRAMEWIDTH d Na m aa� FRAME WIDTH E a . OPAQUE FIBERGLASS SINGLE DOOR � I_ t� INSWING/OUTSWING 8 ��a rrimmcr� IMO OJ GENERAL NOTES _ �O cl U' Z 02 1. This product has been evaluated and is in compliance with the 6th Edition Z I r" (2017)Florida Balding Code(FBC)structural requirements excluding the"High 4 z O Velocity Hurricane Zone"(HVHZ). OO �� y n d 0 2. Product anchors shall be as listed and spaced as shown on details.Anchor _ wp ? o embedment to base material shall be beyond wall dressing or stucco. m x X o E w rc a o 8 3. When used in areas requiring wind bome debris protection this product < a a E complies with FBC Sections 1609.1.2&R3012.1.2 and does not require an m impact resistant covering.This product meets missile level"D"and includes Wind Zone 4 as defined in ASTM E1996 and FBC Sections 1609.122&R3012.1.2.1. mo E m 4. For 2x stud framing construction,anchoring of these units shall be the same as o rz kthat shown for 2x buck masonry construction. ¢'o 5. Site conditions that deviate from the details of this drawing require further z o z engineering analysis by a licensed engineer or registered architect. :E En 6. Fiber-Classic&Smooth-Star Door panels require the use of"J"part numbers and o .e must be stained or painted within sic months of installation. a e w aMI I o TABLE OF CONTENTS m SHEET# DESCRIPTION Lj Z 1 Typical Elevations,Design Pressures&General Notes N� - 2 Door Panel Details3 Elevations DESIGN PRESSURE(PSI) DESIGN PRESSURE(PSI) 0 4 Horizontal&Ve cal Cross Sections(2X CONFIGURATIONBuck) LOCK INSWING OUTSWING a 5 Horizontal&Vertical Cross Sections(1X Buck) HARDWARE onn-:08102116 6 Horizontal&Vertical Cross Sections[Direct to Mason POSITIVE NEGATIVE POSITIVE NEGATIVE G 7 Verfical Cross Sections(Thresholds) N.T.S. 3 8 Buck&Frame Anchoring X Latch&Deadbofl +67.0 -67.0 +67.0 -67.0 Dwc.ar: JK m' e CHk er: LFS 3 9 Hardware Details X MuNipoint +50.0 -50.0 +50.0 -50.0 10 Components DrasnNG No.: m € 11 Bill of Materials See Sheet 3 for Hardware Specifications FL-20468.1 0 = SHEU 1 or 11 a a ..........7 ' EXTERIOR EXTERIOR 0.5. 1.198O.AO61.1 et, 1.196, 1.875- 0.61 1.875'—1 0.406" <53 0 z z o m COMPOSITE C;V) COMPOSITE CAP gy� Zo 8 m zo 0 STILE LOCK BLOCK STILE z COMPOSITE HINGESTILE INTERIOR LOCK BLOCK (ENGINEERED WOOD) COMPOSITE HINGE STILE INTERIOR (12.5'LONG WOOD) (ENGINEERED WOOD) E (12.5'LONG LVL) CAP (ENGINEERED WOOD) = CAP (ENGINEERED WOOD) U. 6 0 0. m IL HORMONTAL CROSS SECTION �2 HORIZONTAL CROSS SECRONd E 0 z E TOP RAIL (COMPOSITEIENGINEERED WOOD) 36.0"MAX. 35.813"MAX. 35.813'MAX. L Vs DOOR DOOR DOOR o PANEL PANEL WIDTH PANEL WIDTH C, 0 l 2 2 2 a o alu FOAM CORE E (POLYURETHANE- t; 1.9 PCF FMIN.) Em, &—E3 lKJDI- 0 0 ��T ZR 13 1311 a 2 INTERIOR EXTERIOR INTERIOR EXTERIOR 5; !E �E = t Z! (A O Eq z z 03 a 9 03 d LA d cd z z z Ed Is, FIBERGLASS SKIN L 0 0 0 0 c; (0.073-THK.) 0 IS La Ex 0 9X 9X 9 cc z z ti BOTTOM RAIL (COMP.) lO VERTICAL CROSS SECTION 4"\VERTICAL CROSS SEC71ON .0 DAY--08102116 1 20 SCAM N.T.S. M.BY. JK Im L «W.In: LFS DRAWING NO.: IC 10 �DOORPANEI DOOR'P.AONIFL �DOQRPAN�EL FL-20468.1 6 BOOK 41 0 1, , 42 "'0., 40 BOOK (��)plbodd Door UI Door SHEET OF 11 b `�:4f••�• 0 0�' uai z Frc:`O::K n 4 5 6 6e �i�3''• �y� u m ro i d 6 Q i M U N Z Z \V, SE-- E Em imoo fig 9 �W a N M 56 t a. v % li m aaL• .6 l\\ E o 'u c h1 WAROWARETABLE v 3 d € 2 2 2 $ MAFIUFACTIIRER MODEL 3 4 5 6 6 m 3 3 3 6 4 5 6 6 SCHLAGE KNOB: F51 or v DEADBOLT' B60 �o ^ KNOB: SIGNATURE SERIES KWIKSET DEADBOLT: SIGNATURE SERIES(980) s m w� SEE HARDWARE HOPPE MULTIPOINT:MPDGART �m w o CHART (THERMA-TRU) (3 pt.Manual Tongue) j 0 u 0 O a a E m D G U m 1 2 3 4 = ` 7 7 7 7 Fo k o o zo z g D. w� A N �o c 6 F r Q h Z DATE:08102116 i Fiber-Classic/Smooth-Star Door Panel Options M.BY-. N JK m Products approved include all embossed panel doors and 2 panel recessed panel doors. ,W.BY. t_Fs 3 Similar opaque panel configurations are allowed. DWND NE Panels shown are for illustration and are representative only. FL-20468.1 o n " SHEET .3 OF T O z R'\Clients\Therma Tru PERMANENT\A-Flodda Product Approvals\FL-20468 WBDR TT FC SS Impact-Composite\C-Drawings\FL 20468(2017)-CURRENT\FL-20468.1.3.dwg,4.1 A . z � en off' m Is. 0 A N r r y P4 W `/ Z f ^ •n'o 3 ry*+ o a n M Z tv I OA CC 0 29 x O 1 --1 o M .'a P � R1 ggo� v off^0 10 a -c rD V a o' Z Z A Oe v A 'a o O I0 Q 1-1/4-MIN. P EMB.(TYP.) E C1 z y3O p Q V n~ C1 n f0 y to p P P p F rn >o P v Z r to z N0.43409 11/29/1701 $ PRODUCT: Doeumente Pnaperetl ey: i 0 STATE OF Io Z FIBERGLASS DOOR P.E. No on F43409 Schmidt OPAL {a N z / /'NA $NDI:TE RECESSED PANEL NOTATION JK PART OR ASSEMBLY: GD BUILDING CONSULTANTS.��N�itT„` I� m y UPDATE TO 6th ED 2017 FBC JK HORIZONTAL & VERTICAL AOt P.O. Box 230, Valrico, FL 33595 rn TV CROSS SECTIONS VER BUCK) Phone No.: 813.659.9197 REVISIONS F13PE C.A. No. 9813 0,2016 R.W.BUILDING CCNeUL-1-8 INC. R:\Clients\Therma Tru PERMANENT\+-Florida Product Approvals\FL-20468 WBDR TT FC SS Impact-Composite\C-Drawings\FL 20468(2017)-CURRENT\FL-20468.1-3.dwg,5.1 F.A Z V m e a< t N N a N 00 0 W n 93 N �$O pX� e� n t9, '0 O a n' A o L� 22 0 z ^ I0 A n n g� a o � c m m m m CL O N o '"O v o O�T 0 a �yyEr o . j.o y v r0 n V 3• O z ,v n y M O Z) {71 W (U O'^2 V �o O N N V m$0 a 0 cr oa ro y o � a a. < •.a m �A `��V•.�vCFS14F'•.�' � No.43409 11/29/17 y$ x n $ PRODUCT: De—cinte Pn p—d Br. �• STATE OF •• THERMA-TRU Lyndon F. Schmidt ��'�•'• RZOTttpP,:' ��' P.E. No. 43409 iss'O•••AL ��•'�J.\` IN N o FIBERGLASS DOOR i 7. NG�_ � D y N 2 i 1 15 17 RECESSED PANEL NOTATION JK PART OR ASSEMBLY: CD BUILDING CONSULTANTS,2��7N t` I+ m (n 1 7117117 UPDATE TO 6th ED 2017 FBC JK �f�,HORIZONTAL & P.O. Box 230, Valrico, FL 33595 rn NO DATE BY VERTICAL Phone No.: 813.659.9197 REVISIONS CROSS SECTIONS (1X BUCKJ FBPE C.A. No. 9813 ®201 6 R.W.BUILDING CONSULTANTS IND. 11111111111ff/� Q E 1.5" E 0::9 r! MAX. 7. MAX. Oi M fff/l 11110\ u) .!2 1 Z o C 1 C w U 114,m Z \\V, a =Zd o Em zmaU 40 41 42 ^ac'~ 56a�i M 40 41 42 a =z Ld EXTERIOR INFERIOR EXTERIOR INTERIOR as �U �p 1 VERTICAL CROSS SECTION 4 VERTICAL CROSS SECTION 6 Shown Direct to Masonry 6 Shown Direct to Masonry C) Outswing only w/4-9/16'jamb Outswing any w/6-9/16'jamb r— DIRECT TO MASONRY MAX.DESIGN PRESSURE: I N J �� W/STANDARD STRIKE_ ±55 PSF �o w� w/SECURITY STRIKE= ±65 PSF m N m 1- U a �a rn ti c Cq z _Z iv = INTERIOR N h G o Hw k 40 41 42 z o z I.) e ° w p INTERIORin 40 41 42 NC4EMB.(TYP.) -/"MIN.(TYP.) 'n r rEXTERIOR _ EXTERIOR I I E 0 EMB.(TtPM I 11-1/4"MIN. DATE:08102116 z EMB.(TYP.) scut N.T.S. 5 HORIZONTAL CROSS SECIION 6 HORIZONTAL CROSS SECTION JK e 2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION 3 Shown Direct to Mason 6 Shown Direct to Masonry6 Shown Direct to Masonry circ er LFS 6 �' 6 Shown Direct to Masonry Outswing only w/6-9/1jamb Outswing only w/6 9/16'jamb oxlw xc xo.: Outswing only w/4-9/16'jamb Outswing only w/4.9/16'jamb ---------- 111"11", L-20468.1 0 sir 6 or 11 B s Notes: 1.Sill Item#'s 17,18,32,34,35,36,37,38 8.39 are attached to jambs w/(3)#8 X 2-1/2'pfh screws at each end. ar �p Sill Item#'s 16&33 are attached to jambs w/(2)#8 X 2-1/Z'pfh screws at each end. as; o t x'�� n SIII Item#15 is attached to jambs utilizing(2)#10 X Z'pph SMS at each end. _V 3 * �Q y P,c�57 z 4d0p+ o. INTERIOR EXTERIOR INTERIOR EXTERIOR �i� z o m o \\\va Z N••` 1' o_ Z X Z U E m m°m 40 41 42 8 40 41 42 9 ^ a "in 'm as a a. e LLd 32 38 39 33 34 35 36 37 yye rZ SEE NOTE 1 E SEE NOTE 1 E d a KO UOf CIV F O] @ UI K En 1 VERTICAL CROSS SECTION o En 7 Inswing Sill 2 VERTICAL CROSS SECTION a a EE 7 Inswing Sil t; U EXTERIOR INTERIOR EXTERIOR INTERIOR o kzR o 7 16 17 18 40 41 42 Z o 40 41 42 10 2en 15 0 SEE NOTE 1E E � SEE NOTE 1 Gi R x z D r .. D'e^ e•n .. > D� n ''a .. N^Z U DAA:08102 16 z scat. N.T.S. 3 VERTICAL CROSS SECTION DYM ei: JK m r 7 Outswing Sill 4 VERTICAL CROSS SECTION 7 Public Access Sill arc.13Y: LFS 3 DMYANG NO.: FL-20468.1 0 SHEFr 7 OF 11 O R:\Olents\Therma Tru PERMANENI\A-Florida Product Approvals\FL-20468 WBDR Ti FC SS Impact-Composl[e\C-Drawings\FL 20468(2017)-NRRENT\FL-20468.1-3.dwg,8.1 30 A C < 79 4 X to 0 n N yT x r 16 MAX. 4"(TYP.) O.C.)TYP.) �p tv 0. � V a O k Z G1 13"MAX. 4"(TYP.) O.C.)TYP.) m m n a y 3 z 3: Dp A m � ys Nn S O " o c(TTYP.) 6")TYP.I a ,A _D' x y G/ ? No.43409 r _ 11/29/17 T PRODUCT: Documents Properod By: 0 STATE OF -rn� THERMA—TRU Lyndon F. Schmidt /'�'..!20R1OR 100ro c 3 FIBERGLASS DOOR P.E. No. 43409 / s'0NAL ,`�s N 2 11 15 17 RECESSED PANEL NOTATION JK PART OR ASSEMBLY: BUILDING CONSULTANTS,t�N� t` I+ pl '� fn 1 7 17 17 UPDATE 70 6th ED 2017 FBC JK BUCK & FRAME ANCHORING WP.O. Box 230, Valrico, FL 33595 m NO DATE BY Phoma No.: 073.659.9797 REVISIONS FBPE C.A. No. 9813 2016 R.W.6UILDIN6 ODNBU LTANT9 INC. 1111111111!!!! Xt pm O �Ni"'y z 28 �g�,.'O��n o iW} 4% m LL ''I�� ,.-. 'A"`1% Q C N M 2X BUCK ro SEE HINGE 1 X BUCK G DETAIL(TYP.) \ y v civ Z DIRECT TO 26 V Em Z S Z v MASONRY o u°a ° u mM 5pLa 2X BUCK 2$ e a mdal° oz E. 0 ❑ -�� p SEETONGUE ; w G 27 + a p 1X BUCK O + L o �d o STRIKE DETAIL - 2X BUCK 1 In DIRECT TO M Tn 9 gyp.) ry 1X BUCK MASONRY � N O ^•> F; ! G am ax ? LATCH&DEADBOIi DETAIL S D�NR TO M 31 =o K%ikset TONGUE STRIKE DETAIL J SEE LATCH _ m U pi�vflf oinTTocTF gc, 2X BUCK L &DEADBOLT SEE LATCH 0 3 FrAJL &DEADBOLT �i e 1X BUCK G 8 DETAIL c o o DIRECT TO M SUB STRIKErea MASONRY PLATE a a 3 28 2X BUCK 'm R t 8LL 1X BUCK G 2 STRIKEJAMB HINGE JAMB STRIKEJAMB DIRECT TO M �' k 2X BUCK 25 Latch and Deadbolt Multipoint Lock MASONRY 30 o N N zo m W 3 1X BUCK G N 27 a� � DIRECT TO oc MASONRY M L 2X BUCK LATCH&DEADBOLT DETAIL B 29 G p y e LATCH&DEADBOLTDETAIL 1 X BUCK Multipoint Lock 8 o Schlage 88 M DIRECTTO _ MASONRY MULTIPOINT LOCK STRIKE DETAILS n m LATCH&DEADBOLT STRIKE DETAILS ¢ a DIRECT TO e ^ o (Standard Deadbolt Strike Plate) M MASONRY 24 m+ 23 n m ^ O o N^Z a DATe 08/02 16 i saue N.T.S. g DEADBOLT STRIKE DETAILS HINGE DETAIL ow0.W. JK(Security Deadbolt Strike Plate) CHK.BY: LFS 3 DRAW NG No.: tt € FL-20468.1 0 b sHEEr 9 of 11 " a 4.56" o n 7.59" 7.5" 'Ci v'; z :y0� �m ;- . 2.36"—�I o ro m zo INSWING THRESHOLD o x Z 32 INSWING THRESHOLD 37 Iruw ng Bas c FDced 7-1/T Sill WOOD JAMB \l q — e E m z m o o Inswing Basic Composite Adjustable SPI 7-1/T V S u a j c w m 5 0 4.56" 5.83" m d a w 4.56" o c=to ^K,� M- 71 D_ 0 INSWING THRESHOLD 38 INSWING THRESHOLD OUTBWING THRESHOLD o Inswing Basic Foced S➢I Iruwing Compal Adjustable SUI 6 Composfte SIy Z 5.75' 5.77" 4.56" o m 0 o 0 = 1 .. ...........fa.. _e..f sem_ .Y_. : _ T •� r n E INSWING THRESHOLD 34 Insw ng Moderate'Um Sill 13/8 INSWING THRESHOLD $ 39 Inswing Basic Composite Adjustable Sill 17 0UiSWING THRESHOLD Composite/Aluminum 1➢1 z o� k 5.75' z N z o 3 6.0' 5.75" 'fid V) e INSWING THRESHOLD w a 35 Ins,i 5Moderate Climate Sill ? 18 OLHSWING THRESHOLD w = PUBLIC ACCESS THRESHOLD Compos to/Aluminum SBI j 9 5.75' �5 CA.mnpal Break) ^n o ] g m �Z ' _,Y' _- ;:Yi:` _ 4as<aie: a'• DA,E: WOS D2T^16 gM1 'i'S 4 O Sa 'IVl1Y V- N.I.S. DO.BY. JK ] �? I36 NSWING THRESHOLD I II P2.06- CHK BcLFSm �—1.79" F� 1.97' 3 Insving Basic FD ed Sa/4"5➢1 oP DRAvnHc NO.: € 6 8 SWEEP 9 SWEEP SWEEP o FL-20468.1 a Q N SHEEP 1�OF�1 s BILL OF MATERIALS BILL OF MATERIALS `�O�' NEM tt DESCRIPTION MATERIAL ITEM S DESCRIPTION MATERIAL A 1 X BUCK(SG>=0.42) WOOD 25 #8 x 2-1/2"PFH WOOD SCREW STEEL N 7 z * O-Z"'n B 2X BUCK(SG>=0.42) WOOD 26 #8 x 5/8"PFH WOOD SCREW STEEL % •. �� 0 C 1/4"MAX.SHIM SPACE - 27 LATCH STRIKE PLATE STEEL '�,�' ..•,- . ' l.�� 2 m a D 1/4"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 28 DEADBOLT STRIKE PLATE(STANDARD) STEEL MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI 28A DEADBOLT SUB STRIKE PLATE STEEL 1 °N Z 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 28B DEADBOLT STRIKE PLATE(SECURITY) STEEL o g 0 x Z d G 3/16"X 3-1/4"ITW CONCRETE SCREW STEEL 29 4'X 4"HINGE STEEL \ ; E m 3 m°o U 3 J 114'X 3-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 30 LATCH&DEADBOLT STRIKE PLATE(TONGUE SYSTEM) ALUM/COMP m°o a L #10 X 2-1/2"PFH WOOD SCREW(1.1 S'MIN.EMBEDMENT) STEEL 31 MULTIPOINT STRIKE PLATE(TONGUE SYSTEM) ALUM/COMP M 3/16"X 2-1/4"ITW CONCRETE SCREW STEEL 32 INSWING THRESHOLD ALUM/COMP E OZ N 3116'X 2-3/4"ITW CONCRETE SCREW STEEL 33 INSWING THRESHOLD ALUM/COMPa 1 JAMB(FINGER JOINT PINE) WOOD 34 INSWING THRESHOLD ALUM/COMP 6 WEATHERSTRIP(MEDIUM REACH) FOAM 35 INSWING THRESHOLD ALUM/COMP 7 WEATHERSTRIP(LONG REACH) FOAM 36 INSWING THRESHOLD ALUM/COMP cc En 8 SWEEP VINYL 37 INSWING THRESHOLD ALUM/COMP =3o 9 SWEEP(USE w/MODERATE CLIMATE THRESHOLD) VINYL 38 INSWING THRESHOLD ALUM/COMP 10 SWEEP(USE w/PUBLIC ACCESS THRESHOLD) VINYL 39 INSWING THRESHOLD ALUM/COMP o 15 PUBLIC ACCESS THRESHOLD ALUM 40 DOOR PANEL(BOOK) �� N 16 OUTSWING THRESHOLD ALUM/COMP 41 DOOR PANEL(HYBRID) 17 OUTSWING THRESHOLD ALUM/COMP 42 DOOR PANEL(U1) - =I 18 OUTSWING ALUM/COMP W a 22 #8 x 3/4"PFH WOOD SCREW STEEL y Y} 8 23 #10 x 3/4"PFH WOOD SCREW STEEL "M m $ 24 #10 x 1"PFH WOOD SCREW STEEL � on I- o N N m CONCRETEANCHOR NOTES: w O 3 1.Concrete anchor locations at the comers may be adjusted to maintain the min. w t in edge distance to mortarjoints. a 2.Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to maintain the min.edge distance to mortarjoints,additional concrete anchors may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. o 3.Concrete anchor table: i a n t ANCHOR ANNOR M1111 MIN CLEARANCE MIN CLEARANCE ^^w " 70 MASONRY LOADIACEN... nr a ;.::.TYPE:.: .. 517E EMBEDMENT a ... ........... ...... ..ITW .:........EDGE..:..... ANCHOR ^ o ti _n TAPCON® 1/4" 1-1/4" 2" 4" a^z o° ELCO ® DA�08102116 z ULTRACON 1/4" 1-1/4" 1" 4" o sUM N.T.S. ITW ® 3/16" 1.1/4" AS SHOWN 1-1/2" M.BY. X m e TAPCON CHK qr LFS 3 ~ WOOD SCREW INSTALLATION NOTES: Dwonxc No.: Ir 1.Maintain a minimum 5/8"edge distance,1"end distance,8.I"o.c.spacing of " FL-20468.1 D wood screws to prevent the splitting of wood. N � sir 11 of 11 9 0 a `��11111111//,, RMANTRU" (+—74.75'MAX.O.A.FRAME WIDTHTHE � '�r'� �'''d2�� _ , � :<�;" DOORS - y... Alo Fiber-Classic. & Smooth-Star. z Z - p��•`g� 3 � / 111 r^ 4 onmz .°S oz 00 COMPOSITE EDGE M_ X XE y� s d o a m OPAQUE FIBERGLASS DOUBLE DOOR g w/ or w/out SIDELITES o ca irvswirvG/oursWiNG y a "IMPACT' GENERAL NOTES A cl ^ o 1. This product has been evaluated and is in compliance with the 6th Edition(2017) 149.75'MAX O.A.FRAME WIDTH -A o Florida Building Code FBC structural requirements excluding the'Hi h Velocity 9 (FBC) q 9 9 37.5'MAX. ¢" --�74.75"MAX.FRAME WIDTH 4�J,oy Hurricane Zone"(HVHZ). FRAME WIDTH �o 3 2. Product anchors shall be as listed and spaced as shown on details.Anchor e embedment to base material shall be beyond wall dressing or stucco. y / ® ® ® ® U5 3. When used in areas requiring wind bome debris protection this product complies with FBC Sections 1609.1.2&R301.2.1I and does not require an impact resistant covering. z z E This product meets missile level'D"and includes Wind Zone 4 as defined in ASTM $ < > 8 El 996 and FBC Sections 1609.1.2.2&R301.2.1.21. d0? O x is O v 4. For 2x stud framing construction,anchoring of these units shall be the some as that o f= O 8 O shown for 2x buck masonry construction. x 0 o n mW _= X X Qo k 5. Site conditions that deviate from the details of this drawing require further aD z o m engineering analysis by a licensed engineer or registered architect. En 6. Fiber-Classic&Smooth-Star Door&Sidelte panels require the use of",I'pad numbers � a D o: and must be stained or painted within six months of installation. v!fir e TABLE OF CONTENTS a SHEET# DESCRIPTION x I Typical Elevations,Design Pressures&General Notes n m 2 Door Panel Details e 3 Sidefite Panel Details o m z 4 Elevations z rc 5 Hori n of&Vertical Cross Sectiore 2X BudcJ DESIGN PRESSURE(PSI) DESIGN PRESSURE(PSf) cV z q 6 Horizontal&VerficaICrossIections 1X Buck INSWING OUTSINING o Fz 7 Horizontal&Vertical Cross Sections(Direct to Masonry) CONFIGURATION ooh 08/02 16 z z 8 vertical Cross Sections(Thresholds) POSITIVE NEGATIVE POSITIVE NEGATIVE GONE N.T.S. 9 Buck Anchoring ON.BY. JK m' 10 Frame Anchoring XX,OXXO +50.0 -50.0 +50.0 -50.0 CHIC Eh' Its 3 2 11 Hardware Detailsm 12 Gazing Details See Sheet 4 for Hardware Specirrcations DRAWING NO.: 13 Components FL-20468.3 °a 14 Bill of Materials srEEr_L of 14 Yl Q 1%Alk EXTERIOR 1.198" 0.406' EXTERIOR 1.19911, z X,A, vIJU.) W* 1.196, 1.876- 0.5 1.199, 1.875-1 0.406" -T.I Y-!I.<53 aP 07, 0 C%... COMPOSITE fe e. CAP r t. COMPOSITE CAP 11% ii 6 Z 6 U) 0 M;z INTERIOR LOCK BLOCK STILE HINGE STILE INTERIOR LOCK BLOC STILE 0 ox z COMPOSITE COMPOSITE D) E. Z 03 0 HINGE (ENGINEERED WOOD) (12.5-LONG WOOD) (ENGINEERED WOO x (12.6-LONG LVL) CAP (ENGINEERED WOOD) 0 14 CAP (ENGINEERED WOOD) =!6 a 0. U)q :)0:1 T t� m a. z HORIZONTAL CROSS SECTION r2-' E�HORIZONTAL CROSS SECTION o.6 N: 2 En at ry TOP RAIL =,O (COMPOSITEIENGINEERED WOOD) m MAX.36.(Y35.813"MAX. 35.813"MAX. IX ' DOOR DOOR DOOR 12 PANEL WIDTH PANEL WIDTH PANEL WIDTH a I—A cq C5 FOAM CORE (POLYURETHANE- & 13 El 13 C3 1.9 PCF MIN.) ER - 2 INTERIOR EXTERIORINTERIOR EXTERIOR 03 0 U z z m N p Z d �0 of FIBERGLASS SKIN ad 04 w .... ... K-) CS 0 (0.0737 TH 0 0 0 0 0 mml z '9 z 2 BOTTOM RAIL (COMP.) 1.71 —0 N VERTICAL CROSS SECTION 4* VERTICAL CROSS SECTION DAM-08102116 z a N.T.S. DWC,BY: JK 'm cm Ern LFS DRAVANG NO, [K DOOR PANEL DOOR PANEL gAD001 PANEL FL-20468.3 41 00'p 0., 42 U, 40 BOOK VHWybdd Door Ul Door N sHm -of_L I 4 R:\aents\Themw Tru PERMANENT\A-Hodda Product Appmvals\FL-20468 WBDR lT FC SS impact-C'omposite\C-D2wlngs\FL 20468(2017)-NRRENT\FL-20468.1-3.dwg,3.3 79.25 MAX.PANEL HEIGHT 4 OF rr1 :. v o O a' rn :� y w m �\ pPp W N FE!Q v �3 � O W r Q � n I0 56A 2 Q- O m 0 oP ' P I •D �� V O WN O3yxypO O �Z ?zm Ov A v� A -� n N _ N I 0.59" 0.59" f�- ZIA ````11111111/7j7j'' ND.43409 - 11/29/VGV T o PRODUCT: Doaumente Prepared By: BTAIE OF ` RZOR10f �� THERMA-TRU Lyndon F. Schmidt ��'�'•..• I FIBERGLASS DOOR U Ila P.E. No. 43409 to y N 2 11 15 17 RECESSED PANEL NOTATION JK PART OR ASSEMBLY: GD�j/��BUILDING CONSULTANTS,OL�tllttGt`_ I'• m x in 1 7 17 17 UPDATE TO 6th ED 2017 FBC JK SIDELITE PANEL DETAILS rJ 1`j/�/ P.O. Box 230, Valrico, FL 33595 3` W rn NO DATE BY Phone No.: 813.659.9197 REVISIONS FBPE C.A. No. 9813 ®2015 R.W.Bu ILDINa CDNHULT 8 INC. i 3 3 3 5 3 3 5 4 4 6 5 6 7 7 5 6 41 41 7 5 6 M z F'0 El E3 E3 13 Ill\ ona°z° ��• UN F �E E zXZv IN m°c ' � LL m'aa� 5 O 6 0 5 m 6 ® v 2 0 5 E o 6 X 5 X 5 v X 5 x3 �w 6 0° 3 d 7 Q 7 a 7 ,// ,%/ o �0 oly P 1 4 a 1 2 3 4 1 2 4 5 6 MI o g g g g SEE HARDWARE CHART g g g g SEE HARDWARE CHART g g o 0 a a E 7 m s C pc� E O n Fo F¢-N k Z o 0 W 0 $ W O � sNARAVYARE TABLE . a o' Z MANUFRE :::::::•::::: O.EAC7uR. ...............s:D `:: :: o KNOB: F57 - z SCHLAGE DEADBOLT: 060 i g KNOB: SIGNATURE SERIES N'z ° ZKWIKSET DEADBOLT: SIGNATURE SERIES(980) °ATE 08 0 7 6 = pop sQ4E- N.T.S. 9 Fiber-Classic/Smooth-StarDoor Panel Options HOPPE MULTIPOINT:MPDGSB MO.eY: JK m r (THERMA-TRU) (3 pt.Manual Shootbolt) CNK BY. LFS 3 Products approved include all embossed panel doors and 2 panel recessed panel doors. Similar opaque panel configurations are allowed. wux:xc No.: Panels shown are for illustration and are representative only. FL-20468.3 0 uJ N SUML of 14 0 1►►►n 1 u tirrr 1.15"MIN. Notes: .`�``A .•, Mrjt�i1, EMB.(TYP.) 1•Sideline assembly screws located 6"from each end and 5 more screws NQ.' B E equally spaced between(7 screws total per side jamb). =�; o m C 2.Sidelte assembly screws located Y from each end&at centerline a L B (3 screws along head jamb). �y•7 z ' 0.15'C-SINK C L (TYP) 0.15'C-SINK Drrr'r '•..* J>2 m InP )I v rrr► 111►� of ri 1 ii E o r)`°z SEE NOTE! o ° av o a.. D a a' 25 w.: 7 Ew z'o a 3 v ' ��111 n co o cw Uy J m ° b Qp amp Satjn INTERIOR m n a v ` ° L i k a _ Z a c 6 Y F Um �o N a• 23 24 EXTERIOR 40 41 42 � } �Z 1-1/4'MIN. � w, a o EMB.(TTP.) 29 40 41 42 1 1-1/4-MIN. EXTERIOR INTERIOR Um 010 EMB.(TYP.) ' o Qo 1 HORIZONTAL CROSS SECTION g 5 shown w/2X Buck 2 HORIZONTAL CROSS SECTION 3 VERTICAL CROSS SECTION a x" s Outsv ng shown{Inswing similar) S wn w!2X Buck 5 Shown w/2X Buck 8 5 Outsw ng shown{Inswing simlar) Outswing shown(Inswing similar) ' m tc1 IF 0.15"C-SINK (TYP) D � o SEE NOTE 1 F^ w�� 25 F N Z b Z 20 P am B 1 zo 9 e L v �a o C Ka z 25 50 L SEE NOTE 2 ~ _ 23 24� N N O O 40 41 42 40 41 42 27 71 4041 42 50 H DATE-08 02116 0 ° 24 sck N.T.S. 2 EXTERIOR INTERIOR o M.BY. JK m 5 HORIZONTAL CROSS SECTION b HORIZONTAL CROSS SECTION cHK_BY. LFS 3 € $ Outswing shown finswing simllor) 5 Outswing shown(Inswing s(milar) 4 VERTICAL CROSS SECTIONm OPAWMC NO.: � Shawn w/ZX Buck E't.-20468.3 5 Outswing shown(Inswing similar) sNEU 5 of 14 gg ``BTU I u Nrrr� Notes: 1.Sidelite assembly screws located 6'from each end and 5 more screws equally spaced J between(7 screws total per side jamb). 2.Sidelite assembly screws located 3'from each =N•7 fc'i 0YJ n end&at centerline(3 screws along head jamb). E ° ° ��b4 ON. cP1 0 'm ' rr rrl\� ` yyqdmo o U N..Z A C �� ^'e Ea ?.0 Zo u 9 o E 0 IL A ° w 1 m na..T IL C E � Lo J 40 41 42 9 p� W C 8 3`d <v. ve 7 1 x U J 1 J EXTERIOR INTERIOR �m =O S 6 50 in a 3 VERTICAL CROSS SECTION gor- G INTERIOR o 6 Shownw/IXsub-buck �w y o� Outswing shown(Inswing similar) m !2N 0 a =oo_ s Q6v a a J Y Y E )- a 7� m 23 24 EXTERIOR 25 E ° m > SEE NOTE I •� zo n k 1-1/4"MIN. 29 40 41 42 o EMB.(TYP.) z o z 3 1-1/4'"MIN. C z' w�+ 2 g EMB.(TYP.) A :E n $ 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION LL 6 Shown w/1X sub-buck 6 Shown w/1X sub-buck 25 n Outswing shown(Inswing similar) Outswing shown(Inswing similar) gj SEE NOTE 2 50 n inz 12 EXTERIOR INTERIOR N'o, o Z U DAM 08102116 = 4 VERTICAL CROSS SECTION sr c• N.T.S. ° w6 'Shownw/1Xsub-buck nwc.er: JK m FOutswing shown(Inswing similar) air.BY: LFS 3 € ow,xsrm Ho.: FL-20468.3 0 ♦? sHEer 6 of 14 n a �qu a nTl,F� z mMAX. MAX MAX. 53 n E w MN. %y'7 zF/O= n E —moi' MIN. E MIN. V;. :.lam` a ow ' � 11 lilt� `` va zon omo C 1 � 7 I i UN•:Z C \J C �e � o xzl Ea m m fj 40 41 42 F 40 41 42 50 U oa 25 c o a. E v°_ SEE NOTE 2 p� EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR 3 VERTICAL CROSS SECTION r¢ 7 Shown Direct to Mason, 5 VERTICAL CROSS SECTION 6 VERTICAL CROSS SEC17ON o �� Oufswing only w/4-9/ 'jamb 7 Shown Direct to Masonry 7 Shown Direct to Masonry Double Door Only(N/Aw/SidelOes) Outswmgonly w/6-9/16Iamb Outswngonly w/69/16'jamb } �� Notes: I3, 1.Sidefite assembly screws located 6"from each end plus 5 more equally spaced between 17 screws total per side jamb). m o 2.Siderite assembly screws located 3"from each end&at centerline o C a o0 (3 screws along head jamb). o h ¢ w a m C 1 AE 1 1 C INTERIOR 40 41 42 z z INTERIOR INTERIOR 4 o; of� 40 41 42 50 Meu c N zz) z 1-1/4"MIN.EMB.(TYP.)eEE ° EXTERIOR e r, z N EXTERIOR ETERIOR 25 E "r'z °o rzg �1-1/4"MIN. DATE 8110116 z EMB.(TYP.) SEE NOTE 1 1-1/4"MIN. o EMB.(TYP.) scALL N.T.S. 4 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION owo.w: JK m 1 HORIZONTAL CROSS SECTION 7 shown Direct to Maso cwc.sr: LFs 3 Shown Direct to Mason 7 Shown Direct to Masonry Outswin only w/6-9/16'lamb 7 7• Outswing only w/6-9/16'tamb Outswing only w/4-9/16"jamb g y 1 ° FL-20468.3 I` Double Door Only(N/A w/Sidelites) ° slur 7 of 14 O ``111111111//j� Notes: 1.SBI Item#'s 17,18,32,34,35,36,37,38&39 are attached to jambs w/(3)#8 X 2-1/2"pfh screws at each end. & syp� Sill Item#'s 16&33 are attached to jambs w/(2)#8 X 2-1/2"pfh screws at each end. Sill Item#15 is attached to jambs utilizing(2)#10 X 7'pph SMS at each end. —_• kl Q—. 2.Sidelite assembly screws located T from each end&at centerline(3 screws along sill). W, 7 z INTERIOR EXTERIOR INTERIOR EXTERIOR i��il p1 O 1```�� N>M m Z M Z EXTERIOR INTERIOR _ 8 x z 4 40 41 42 40 41 42 g \ ` E W i m o v �W $ 40 41 42 7 16 17 1829 A a _°t� 38 39 32 33 34 35 36 37 E 06 g E SEE NOTE 1 E SEE NOTE 1 # SEE NOTE 1 E o° 3 d N O 0 m � o z DZd D _gym cWi� 1 VERTICAL CROSS SECTION < r2 VERTICAL CROSS SECTION 3 VERTICAL CROSS SECTION w a g Inswing Sul $ Inswing Sill 8 Outswing Sill a a 3xx >?m INTERIOR EXTERIOR b'Silk o� k EXTERIOR INTERIOR SEE NOTE 2 25 50 EXTERIOR INTERIOR Q w 3 40 41 42 77 75 32 33 34 35 36 37 38 39 SEE NOTE 25 50 16 17 182 >D 0 0: 10 \\\ a L W 0 LL 15 76 E a e E E �M SEE NOTE 2 IT Mz p" wh:08102116 z Z a 0 z o sr ic• N.T.S. a g I D mm.ae JK m r2 :z it: v ^2� c"K.er: LFS It 3 4 VERTICAL CROSS SECTION m 5 VERTICAL CROSS SECTION 6 VERTICAL CROSS SECTION Df7ANN6 ND'` $ Public Access SIII $ Inswing SIII $ Outswing SIII FL-20468.3 0 slrF� 8 or 14 A2 P-,kaents\Therma Tru PERMANENT\A-Florida Product Approvals\FL-20468 WBDR TT FC SS Impact-Composite\C-Drawings\FL 20468(2017)-01RRENT\FL-20468.1-3.dwg,9.3 2 FO 'O G1 19"MAX. (TYP.) O.C.(TYP.) tom''II �z n z ------------- - O A� D D CQ A_ ———————————————— �i v ' 4p' 4�I I-- ; 19"MAX. 10.43409 _= O.C.(TYP.) (T = 11/29/17�'fl Y PRODUCT: 13--t.Prepared Iay: i/Q I. 8M71E OF FIBERGLASS DOOR Lyndon E. No.F43409 Schmidt I� No o Z O r 1111 y N 2 11 15 17 RECESSED PANEL NOTATION JK PART OR ASSEMBLY: G]��/BUILDING CONSULTANTS, ��6! lCo N x In _ 1 7 17 17 UPDATE 70 6th ED 2017 FBC JK BUCK ANCHORING el 1.vY P•o• Box 230, Valrteo, F1 33565 ;" W NO DATE BY Phone No.: 813.659.9197 REVISIONS FBPE CA No. 9813 2016 R.W.eU1LGrNG CGNSG TAMS INC. R:\Clents\Thera Tru PERMANENT\A-Florida Product Approvals\F1.-20468 WBDR TT FC SS Impact-Composite\C-Drawings\FL 20468(2017)-CURRENT\FL-20468.1-3.dwg,10.3 0 z 0F) y Z ,y q. :C �c0 3� a 3 30 •9 v I I I I y V F X mVmJ y T 2� =0 � •�N J I I I1 I I I I F� 14"MAX. 6"(nP•) O.C.PP.) o �O 0 rn 0 O = Zy y Z I r r I I = I FC 0 Q — m -N 1 ° I 1 � O] 1 I q a TTI 0 41, w =os w N 14"MAX. O.C.ITYP.) B'(TYP.) ND.43409 11/29/17 1 1, 1* 9 $ PRODUCT: Documents Prepared Sr. i� STATE OF THERMA—TRU Lyndon F. Schmidt ��•'' �OR1DA, lac FIBERGLASS DOOR P.E. No. 43409 / �'O�A`t�e,1�� DD // sI o ` -i N 2 11 15 17 RECESSED PANEL NOTA710N JK PART OR ASSEMBLY: GD BUILDING CONSULTANTS, ��1LJ11T m x V1 1 7 17 17 UPDATE TO 6th ED 2017 F'BC JK P.O. Box 230,Valrico, FL 33595 (4 rn NO DATE BY FRAME ANCHORING phone No.: 813.659.9197 REVISIONS FEPE C.A. No. 9813 2016 R.W.9llILDIND CONSULTANTS INC. ', v0�'� D. N m * M =25eu� O 25 ci3O SEE HINGE DETAIL(TYP.) 25 ''��i11 11 N.0 a5 ❑ so !7 27 s zomZ a5' zN.. i$Z� Em LATCH 8 DEADBOLTDETAIL LATCH 8 DEADBOLT DETAIL ^a N p 9 o t Schlage/Kwtkset i, to �0 Tn u ipom oc � o= `a kDIRECT TO o i M DIRECT TO S 3a IvYj ASONRY N m � MASONRY BUCK � G IX BUCK X BUCK 80 SEE LATCH 2$ 2X BUCK 78 =o J a DEADBOLT �0 0 . SEE LATCH DETAIL 8 DEADBOLT p� DETAIL ori OBO W� �m 0 0 0 DETAIL 1 0I Coastal Astragal Strike Plate @ Head DETAIL i o a Multipoint Lock Strike Plate @ Head u ASTRAGAL HINGE JAMB ASTRAGAL o Latch and Deadbolt Multipoint Lock f` on En Ln F¢N K Z Z 3O❑ L 2X BUCK t BO DETAIL2 G a9 G 1XBUCK 79 a G DETAIL 2 �+ Coastal Astragal�nStrike Plate @ SII M D�NR Multipoint LocTTO k Inswing Plate @ SBI a z v 1/2'0 HOLE 24 23 ^ f z aq m O❑ Lal HINGE DETAIL DATE:08102116 i G smL N.T.S. 9 G DEWE2 ouDETAIL 2 79 tswing DWO.BY: JK DETAIL 2 ce, mm Outswing MuBipoint Lock Strike Plate @ SII Coastal AstragalInStoke Plate @ SRI Ang vagal Bolt Hole @SBI �SND :L� rc MULTIPOINT LOCK STRIKE DETAILS FL-20468.3 n LATCH&DEADBOLT STRIKE DETAILS SHEET_Ll_DF T4 " 6 a `��llllllll//// A. EXTERIOR N •s7�1 a ,may ro CELLULAR 'GLASS BITE :7 1/7 ? �:0—r^ GLAZING TAPE 01% 1"THK.GLASS °° Iff TEMPERED GLASS �� P 1 I1t% 1/7'AIR SPACE 4 Q = °CO Z0 5/32°ANNEALED GLASS E o p a C Z m G Z U 0 m 0 ID(GBG) WROUGHT IRON INSERT C °a 9 `0 a INTERNALGR – m 0 DOW 995 0.090 PVB INTERLAYER \\ a .i m OR V LZ maa� K RARAY BUTACRE 8 SA LIX OR U 4 F d SIKA552 E o= $ 1/8"ANNEALED GLASS c La #10X1-1/7'PPHSMS $ JTa INFERIOR3A SWIGGLE GLAZING SPACER Z o � m Gl GIAZINGDETAIL � o g Aluminum Impact Ute Frame Door Panels&Sidefites z DECORATIVE INSERT s-c: m PRIVACY INSERT �W u, 20.88"D.LO. o WIDTH I"LAMINATED INSULATED IMPACT GLASS INSERT OPTIONS G a a g »m A U O_ � � on 2 !E -N N 1.53" O G'i ur go a D N W O I #10X1-1/TPPH SMS i L ITYP') ^ r m z g ALUMINUM FRAME Z w 3A ANminum Impact Life Frame �P') �C• a ash: 8 02 16 a Door PoneLs&Sldehfes I" Scale N.T.S. W ALUMINUM LITE FRAME GWc.BY: JK m e ma er. LFS 3 DRAWING NO., FL-20468.3 a SHEET 12 OF 14 t z AZl cl"y 4.56" 7.59" 7.6' N' z rc lG�O�+Y 4 m h �� C2 F- I 1 1 Fes—2.36"� lit, o n°D z° �„ INSWING THRESHOLD 37 INSWING THRESHOLD WOOD JAMB ` o cs x za,4 �� Inswing Basic Composite Adjustable SDI 7-1/Z' Inswing Basic Fixed 7-I/Z'SIO 1 $ t m =m°-w _ arng 9oL 4.56" 5.83" B LL o m d a -►III ::':.'. Oz w \ jin a^ Of 33 INSWING THRESHOLD INSWING THRESHOLD 16 OUTSWING THRESHOLDo Inswing Basic Fixed 501 38 insw ng Composite Adjustable SBI Compos to SOI I 2 a � J O ry 5.75" a o g 5.77' 4.56" m �' a 0 � o V OI D: E W 34 Irng MEO teCBnoHwte SBI 13/8" 1.91' m 39 INSWING THRESHOLD a Inswing Basic Composite Adjustable SOI OIITSWING THRESHOLD 1 Composite/Aluminum SBI k 5.75 N 6.0' 5.75' C4 o w N y FLUSH BOLT —��— 0.063" m <c to 9 FLUSH BOLT ❑ cj e htg� RETAINER I� w A 0.126" � 'e INSWING THRESHOLD OUTSWING THRESHOLD COASTAL ALUMINUM ASTRAGA! c<1 o 35 Insv ng Moderate Climate S9 PUBGC ACCESS THRFSHOLD 18 Composite/Alum num SBI 20 ? t 15 (Thermal Break) n 5.75' z �219, z m I 2.13" w o u DAM 08 02^16 0 /v 1 1 v� `n "• a smE* N.T.S. a DWG.BY. JK m' e INSWING THRESHOLD ��-1.79" I -1.9T' I 0 0 Imo—2.06" 3 ~ 36 Inswing Basic Rxed S D Si0 a ;n cxK er: LFS € 8 9 10C. SIDELIgESPACER wLgSAawc No: m Outsw77 —20468.3 ao SWEEP 7SIDELRESPACER 76 FLIruwing o Moderate Climate Threshold N � sxcEr 13 OF 14 o a `,�Illlllll!!// BILL OF MATERIALS BILL OF MATERIALS ITEM 0 DESCRIPTION MATERIAL ITEM It DESCRIPTION MATERIAL =a o'.J- Ami 33 a * 12 A 1 X BUCK(SG>=0.42) WOOD 25 #8 x 2-1/2"PFH WOOD SCREW STEEL s 0 ; z B 2X BUCK(SG>=0.42) WOOD 26 #8 x 5/8"PFH WOOD SCREW STEEL =v:• m .SIM SPACE 27 LATCH STRIKE PLATE STEEL D 114'X�/4HPFH ELCO OR ITW CONCRETE SCREW STEEL 28 DEA BOLT STRIKE PLATE STEEL //!• ``` D>n E MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE 29 4'X 4"HINGE STEEL ! III^ z o CO; 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 32 INSWING THRESHOLD ALUM/COMP ` N z F #10X 7'PFH WOOD SCREW STEEL 33 INSWING THRESHOLD ALUM/COMP \\`11 x Z a v ° L oCw a m m a G 3116'X 3-1/4"PFH ITW CONCRETE SCREW STEEL 34 INSWING THRESHOLD ALUM/COMP a " 'm a a I 114'X 1-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 35 INSWING THRESHOLD ALUM/COMP S J 1/4"X 3-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 36 INSWING THRESHOLD ALUM/COMP ; 9 . L #10 X 2-1/2"PFH WOOD SCREW(1.15"MIN.EMBEDMENT) STEEL 37 INSWING THRESHOLD ALUM/COMP o ��a M 3/16"X 2-1/4"PFH ITW CONCRETE SCREW STEEL 38 INSWING THRESHOLD ALUM/COMP 3 N 3116'X 2-3/4"PFH ITW CONCRETE SCREW STEEL 39 INSWING THRESHOLD ALUM/COMP _ P 1/4"X 2-3/4"PFH ELCO CONCRETE SCREW STEEL 40 DOOR PANEL(BOOK) - Q: 1 JAMB(FINGER JOINT PINE) WOOD 41 DOOR PANEL(HYBRID) zo b WEATHERSTRIP(MEDIUM REACH) FOAM 42 DOOR PANEL(U 1) - I 7 WEATHERSTRIP(LONG REACH) FOAM 50 SIDELITE - w 8 SWEEP VINYL 75 SIDELITE SPACER(INSWING) PVC �W o 9 SWEEP(USE W/MODERATE CLIMATE THRESHOLD) VINYL 76 SIDELITE SPACER(OUTSWING) PVC 10 SWEEP(USE W/PUBLIC ACCESS THRESHOLD) VINYL 77 SIDELITE SPACER(INSWING)-MODERATE CLIMATE SILL PVC o 11 #10 X 1-3/4"PFH WOOD SCREW STEEL 78 MULTIPOINT LOCK STRIKE PLATE @ HEAD STEEL a E 15 PUBLIC ACCESS THRESHOLD ALUM 79 MULTIPOINT LOCK STRIKE PLATE @ SILL I STEEL 3 16 OUTSWING THRESHOLD ALUM/COMP 80 COASTAL ASTRAGAL STRIKE PLATE STEEL "m 17 OUTSWING THRESHOLD ALUM/COMP m 18 OUTSWING THRESHOLD ALUM/COMP 20 COASTAL ALUMINUM ASTRAGAL ALUM F o 23 #10 x 3/4"PFH WOOD SCREW STEEL z a z 24 #10x 1"PFH WOOD SCREW STEEL CONCRETE ANCHOR NOTES: w s 1.Concrete onchorlocations at the comers may be adjusted to maintain the min. �' c g edge distance to mortar joints. a O 2.Concrete onchorlocations noted os'MAX.ON CENTER"must be adjusted to maintain the min.edge distance to mortar joints,additional concrete anchors n k' R may be required to ensure the MAX.ON CENTER"dimension ore not exceeded. o 3.Concrete anchor table: . CkESARNA RNYCE MT1NO A[DL.JAHQCA ANCHOMN 70•MAO :. :: .... : . ..EVQEa ...FANCERNN;;rCT:- : n a o 0 LL ITW4 "z TAPCON® 1/4" 1-1/4" 2" " w z ° El ELCO -TE 08102116 z ULTRACON® 1/4" 4" o swa N.T.S. I1W m ® 3/16" 1-1/4" AS SHOWN 1-1/2" DING.BY: JK M. TAPCON F CHK.BY: LFS 3 WOOD SCREW INSTALLATION NOTES: DRAWING No- a € 1.Maintain a minimum 5/8"edge distance,I"end distance,&1"o.c.spacing of n FL-20468.3 m wood screws to prevent the splitting of wood. ro sw 14 or 14 0 a