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HomeMy WebLinkAboutAPPROVED Walbeck NOA 4 I• E Opening #7 AIAMI—DADS COUNTY,FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 NOTICE ICE F ACCEPTANCE (NOA) www.miamidade.2ov/buidin� 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. APPROVAL DOCUMENT: Drawing No. PGTO129 Rev D, titled "Series 770 Alum. SGD-Window - LMI", sheets 1 through 22 of 22, dated 03/20/20 and last revised on 04/02/2020, 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. ISSILE IMPACTRATING: 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 No. 19-1126.06 and consists of this page I and evidence pages E-1,E-2, E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda,P.E. MIAMI•DADE COUNTY Expiration Date: February 12,2025 Approval Date: August 27,2020 ` Page 1 PGT Industries , Inc. NOTICE OF ACCEPTANCE . EVIDENCE SUBMITTED 1 . EVIDENCE SUBMITTED UNDER PREVIOUS NOA ' s A. DRAWINGS 1 . Manufacturer' s die drawings and sections . 2 . Drawing No . PGT0129 , titled " Series 770 Alum . SGD - Window - LMI" , sheets 1 through 22 of 22 , dated 02/20/ 14 , with revision C dated 04/05/ 17 , prepared by manufacturer, signed, sealed and dated 4/ 18 / 17 , by Anthony Lynn Miller, P . E . (Submitted under NOA No. 174420. 17) 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, Duraseal® 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 NOA No. 164629. 09) 2 . 'Pest 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. 144320. 03) along with marked-up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory , Inc . , Test Reports 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 , all dated 08/ 10/09 and signed and sealed by Julio Gonzales , P . E . (Submitted under NOA No. 09-0826. 10 3 . 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. 154430. 08) C. CALCULATIONS 1 . Anchor verification calculations and structural analysis , complying with FBC-5`1 Edition (2014) and FBC 611 Edition (2017) dated 04/ 18/ 17 and revised on 08/02/ 17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P . E . (Submitted under NOA No. 174420. 17) 2 . Glazing complies with ASTM E1300-09 . g1shaq I. Chanda, P. E. Product Control Unit Supervisor NOA No. 20-0406. 07 Expiration Date : February 12, 2025 Approval Date : August 27, 2020 E - 1 PGT Industries , Inc . NOTICE OF ACCEPTANCE : EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1 . Miami-Dade Department of Regulatory and Economic Resources (RER) . E . MATERIAL CERTIFICATIONS 1 . Notice of Acceptance No . 174114 . 13 issued to Kuraray America , Inc. for their " Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" , expiring on 07/08/244 2 . Notice of Acceptance No . 171m0808 .02 issued to Kuraray America, Inc. for their " SentryGlas® (Clear and White) Glass Interlayers" , expiring on 07/04/23 . F. STATEMENTS 1 . Statement letter of conformance, complying with FBC-5th Edition (2014) and FBC -6th Edition (2017), dated 08/02/ 17 , issued by manufacturer, signed and sealed by Anthony Lynn Miller, P . E. (Submitted under NOA No. 174420. 17) 2. Statement letter of no financial interest, dated 04/08/ 17 , issued by manufacturer, signed and sealed by Anthony Lynn Miller, P . E . (Submitted under NOA No. 17- 0420. 17) 3. Proposal No . 16 -0125 issued by the Product Control Section, dated March 09, 2016 , signed by Ishaq Chanda, P . E . (Submitted under NOA No. 16-0629. 09) G , OTHERS 1 . Notice of Acceptance No . 16-0629 . 09 , issued to PGT Industries , Inc . for their Series " SGD -770 " Aluminum Horizontal Sliding Window w/901 & 135 ' corners - L . M . I . approved on 08 /04/ 16 and expiring on 02/ 12/20 . 2 . EVIDENCE SUBMITTED UNDER PREVIOUS NOA A. DRAWINGS 1 . Drawing No . PGT0129 , titled " Series 770 Alum . SGD - Window - LMI" , sheets 1 through 22 of 22 , dated 02/20/ 14 , with revision C dated 04/05/ 17, prepared by manufacturer, signed, sealed and dated 11 /22/ 19 , by Anthony Lynn Miller, P . E . Be TESTS 1 . None Co CALCULATIONS 1 . None D. QUALITY ASSURANCE 1 . Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1 . Notice of Acceptance No . 19-0305 . 02 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers", expiring on 07/08/24 . 2 . Notice of Acceptance No . 171wt0808 . 02 issued to Kuraray America, Inc. for their " SentryGlas® (Clear and White) Glass Interlayers" expiring n 07/ 4/23 . , 1, Ishaq I. Chanda, P. E . Product Control Unit Supervisor NOA No. 20-0406. 07 Expiration Date : February 12 , 2025 Approval Date : August 27, 2020 E - 2 PGT Industries , Inc. NOTICE OF ACCEPTANCE : EVIDENCE SUBMITTED F. STATEMENTS 1 . Statement letter of conformance , complying with FBC 6th Edition (2017) , dated November 22 , 2019 , issued by manufacturer, signed and sealed by Anthony Lynn Miller, P . E . 2 . Statement letter of no financial interest, dated November 22 , 2019 , issued by manufacturer, signed and sealed by Anthony Lynn Miller, P . E . G . OTHERS 1 . Notice of Acceptance No . 17-0420 . 17, issued to PGT Industries , Inc . for their Series " SGD - 770 " Aluminum Horizontal Sliding Window, w/ 90 ' & 135 ' corners — L . M . I . , approved on 08 /31 / 17 and expiring on 02/ 12/20 . 3 . NEW EVIDENCE SUBMITTED A. DRAWINGS 1 . Drawing No . PGTO129 Rev D , titled " Series 770 Alum. SGD -Window - LMI" , sheets 1 through 22 of 22 , dated 03 /20/20 and last revised on 04/02/2020 , prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P . E . Be 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 ASTM F588 and TAS 202- 94 along with marked-up drawings and installation diagram of all PGT Industries , Inc . representative units listed below and tested to qualify Dowsil 791 and Dowsil 983 silicones , prepared by Fenestration Testing Laboratory , Inc . , Test Reports No . : FTL4897, PGT PW5520 PVC Fixed Window (unit 6 in proposal) , dated 09/03 / 14 FTL-20 -2107. 1 , PGT SGD780 Aluminum Sliding Glass Door (unit 7 in proposal) FTL-20 - 2107.29 PGT CA740 Alum . Outswing Casement Window (unit 8 in proposal) FTL -20- 2107.39 PGT PW7620A Aluminum Fixed Window (unit 9 in proposal) and FTL-20-2107. 4 , PGT PW7620A Aluminum Fixed Window (unit 10 in proposal) dated 07/ 13 /20 , all signed and sealed by Idalmis Ortega, P . E . C . CALCULATIONS 1 . Anchor verification calculations and Ultracon plus anchor comparison, complying with FBC 7th Edition (2020) dated 04/02/20 , prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P . E . D . QUALITY ASSURANCE 1 . Miami-Dade Department of Regulatory and Economic Resources (RER) . Ishaq I. Chanda , P.E. Product Control Unit Supervisor NOA No. 20-04O6 . 07 Expiration Date : February 12 , 2025 Approval Date : August 27 , 2020 E - 3 .,I A r•+^ IAHKIr%f'%XAI TABLE A: Min. Anchor Frame Substrate Min. Edge Min.O.C. Embedment or Anchor Type Member Distance Distance Group Metal Thickness #12 18-8 SMS or Southern Pine{SG= 0.55) 9/16" 7/8" 1-3/8" GENERAL NOTES #12 410 SS SMS All 6063-T5 Aluminum 318" 9/16" 0.071" (20 Ga) 1)GLAZING TYPE OPTIONS: SEE TABLE B, THIS SHEET&GLAZING DETAILS ON SHEETS 4&5. (min. of 3 threads A36 Steel 3/8" 9/16" 0.050" 2) DESIGN PRESSURES: A beyond metal substrate) Gr. 33 Steel Stud 3/8" 9/16" 0.045" (18 Ga) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. All Concrete (min.2.22 ksi) 1-112" 3" B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300. 1/4" DeWalt/Elco Jamb/P-hook Filled Block(ASTM C90) 2" 3" 2" C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. Aggre-Gator® Jamb/P-hook Hollow Block(ASTM C90) 2" 3" 1-1/4" 3)ANCHORAGE:THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS All Southern Pine(SG=0.55) 1" 1" 1-318" PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO Southern Pine umi =0.55) 3/8" //6 -r (20 #12 Steel SMS (Gr- 5) 6063-T5 Aluminum 3/8" 9/16" 0.071" (20 Ga) CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE B (min. of 3 threads All A36 Steel 3/8" 9116" 0.050" CURRENT FLORIDA BUILDING CODE. FOR ANCHORAGE DETAILS SEE SHEETS 6-14. beyond metal substrate) Gr. 33 Steel Stud 3/8" 9/16" 0.045" (18 Ga) 4) SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE. All Concrete(min. 2.85 ksi) 1" 4" 1-3l8" 5) INSTALLATION SCREWS, FRAME SPLICES, FRAME AND PANEL CORNERS TO BE SEALED WITH 1/4" Elco UltraCon® Jamb/P-hook Hollow Block(ASTM C90) 1" 6" 1-1/4" NARROW JOINT SEALANT. 6) REFERENCES: ELCO ULTRACON, DEWALT ULTRACON+, DEWALT/ELCO CRETEFLEX AND C Jamb /Silt Concrete (min. 3 ksi) 1-5/96" 4" 1-3 1/4" DeWalt Jb/P-hook Concrete (min.3 ksi) 1" 4" 1-31818 " AGGREGATOR NOA'S,ANSI/AF&PA NDS FOR WOOD CONSTRUCTION AND ADM,ALUMINUM DESIGN UltraCon&+ Jamb/P-hook Hollow Block(ASTM C90) 1" 3" 1-1/4" MANUAL. All Southern Pine(SG=0.55) 1" 1" 1-3/8" All Concrete(min.2.85 ksi) 2-1/2" 4" 1-3/8" 1/4" Elco UltraConO Jamb/P-hook Filled Block(ASTM C90) 2-1/2" 4" 1-3/4" 8)WINDOW SIZES MUST BE VEKII-IEU 1-UK VUIVIrL11_U11.r_ vvi r n r=urv_ov Jamb/P-hook Hollow Block(ASTM C90) 2-1/2" 6" 1-114" CURRENT FLORIDA BUILDING CODE,AS APPLICABLE. D Head/Sill Concrete (min.3.35 ksi) 1" 4" 1-3/4" 9)TEST REPORTS: FTL-5980, FTL-5993, FTL-6001, FTL-6014, FTL-6015, FTL-6017, FTL-6022, FTL-6023, 114"410 SS Jamb/P-hook Concrete(min. 3.35 ksi) 1" 6" 1-314" FTL-6024, FTL-6025, FTL-6028, FTL-6031, FTL-6033, FTL-6036 AND FTL-7554 DeWalt/Elco Jamb/P-hook Hollow Block(ASTM C90) 2-1/2" 6" 1-1/4" CreteFlex(@ All Southern Pine(SG= 0.55) 1" 1" 1-3/8" TABLE B, SEE DETAILS ON SHEETS 4&5 1)WHERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGE FROM MORE THAN ONE OF THE ANCHOR GROUPS ABOVE, L Description(Listed from Exterior to Interior) CHOOSE THE ANCHOR GROUP OF THE LOWEST LETTER FOR ALL TABLES IN THIS APPROVAL. L� 2)ALL ANCHOR HEAD TYPES ARE APPLICABLE. G3 7116"Laminated:(2)Lites of 3116"HS Glass with.090"PVB Interlayer 3)FOR THE MINIMUM STRENGTHS OF ANCHORS AND SUBSTRATES,SEE TABLE 5,SHEET 20. G3A 9/16"Laminated:(2)Lites of 1/4"HS Glass with.090"PVB Interlayer 4)HOLLOW BLOCK VALUES MAY ALSO BE USED IN FILLED BLOCK APPLICATIONS. ! HS Glass with A90"SG Interlayer 5)ANCHORS MUST BE OF SUFFICIENT LENGTH SO THAT A MINIMUM OF 3 THREADS EXTEND BEYOND METAL SUBSTRATE. G4 91 16"Laminated:(2)Lites of 14 G4A 9/16"Laminated:(2)Lites of 1/4'HS Glass with.090"SG Interlayer G5 V Laminated LG.:3/16"T Exterior Cap+3/8"Air Space+7/16"Laminated;(2)Lites of 3/16"HS Glass with.090"PVB Interlayer ANCHOR NOTES 65A V Laminated LG.:1/4"T Exterior Cap+5/16"Air Space+7/16"Laminated;(2)Lites of 3/16"HS Glass with.090"PVB Intedayer 1)FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY,USE G6 1"Laminated I.G.:3/16"T Exterior Cap+318"Air Space+7116"Laminated;(2)Lites of 3/16"HS Glass with.090"SG Intedayer ONLY MIAMI-DADE COUNTY APPROVED ANCHORS.SEE TABLE A ON THIS SHEET FOR G6A V Laminated I.G.:1/4"T Exterior Cap+5/16"Air Space+7/16"Laminated;(2)Lifes of 3/16"HS Glass with.090"SG Intedayer EMBEDMENT,EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. G7 7116"Laminated:(2)Lites of 3/16"ANN Glass with.090"SG Interlayer G7A 9/16"Laminated:(2)Lites of 1/4"ANN Glass with.090"SG Interlayer 2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A,THIS SHEET, G8 1"Laminated I.G.:3/16"T Exterior Cap+3/8"Air Space+7/16"Laminated; (2)Lites of 3116'ANN Glass with.090"SG Intedayer 3)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2"THICK.PROPERLY G8A 1"Laminated LG.:1/4"T Exterior Cap+5/16"Air Space+7/16"Laminated;(2)Lites of 3116"ANN Glass with.090"SG Interlayer SECURED,1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO "ANN"=ANNEALED SOLID CONCRETE:WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER. e "HS"=HEAT STRENGTHENED 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER "T"=TEMPERED GENERAL NOTES........ LOADS TO THE STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE ..... 1 "PVB"_.090"TROSIFOL®PVB BY KURARAY AMERICA,INC. RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD&TO BE _ "SG"_.090"SENTRYGLASOBY KURARAY AMERICA,INC. EXAMPLE CONFIGS..........2-3 GLAZING DETAILS..... ......4,5 REVIEWED BY THE BUILDING OFFICIAL. . ANCHORAGE.....................6-14 4)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS DESIGN PRESSURES.......6-8 PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY DESIGN PRESSURE RATING IMPACT RATING HAVING JURISDICTION. SEE TABLES 1.,2&3 ON RATED FOR LARGE&SMALL INSTALL DETAILS..............12-14 SHEETS 6,7&8 MISSILE IMPACT RESISTANCE ELEVATIONS 15,16 5)IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT I YI'1h/ `I ` PANEL!SILL TYPES.........17 REQUIRED. IF USED,NON-SHRINK,NON-METALLIC GROUT,MAX. 1/4"THICK&3400 fjt��•. CODES/STANDARDS USED: CROSS SECTIONS............18,19 PSI MIN.,(DONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE `l � `•. '�10ENS ' �� �� ® 2020 FLORIDA BUILDING CODE(FBC),7TH EDITION PARTS LIST....................... 20 SILL THAT IS NOT TIGHT TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO T.. F .'A ® 2017 FLORIDA BUILDING CODE(FBC),6TH EDITION EXTRUSIONS.................... 21,22 SUBSTRATE,IF SUBSTRATE IS WOOD,30#FELT PAPER OR MASTIC IS REQUIRED No. 55705 ® ASTM E1300-09 BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS APPROVED BY THEE ® ANSI/AF&PA NDS-2018 FOR WOOD CONSTRUCTION AUTHORITY HAVING JURISDICTION. _ ® ALUMINUM DESIGN MANUAL,ADM-2015 -0 ��tJ m AISI S100-16 fO70 TECHNOLOGY DRIVE ;13 N.VENICE,FL 34275 GENERAL NOTES D AP 0 S A�OF® T ® AISC 360 16 (941)48&1600 17d« F�ORtD�.•' \�� �� ��lsrnanoN#29235 SERIES 770 ALUM. S D- l D -L I JR 03126120 D UPDATED TO FBC 2020,ANCHOR TYPE TABLE. scan sraet �' � ""i L yR��E' DMw++Bv: oam Ch aWd . oars. GD-770 K-7NDOw �1TS 9 22 PGT0129 D ��r j 1 Ft.Ettt>5§ 05 JR 02MI14 CONFIGURATIONS NOTES: EXAMPLE CONFIGURATIONS 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB MAX. UNIT WIDTH MAX. UNIT WIDTH 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 pXXXXp, pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION PER TABLES 1-3 Aw Ac PER TABLES 1-3 Aw 3 CAN BE OXXXp. 12 13 2)90° &135° CORNER CONFIGURATIONS CAN BE A COMBINATION 1 i 1w 19 1 OF ANY 2 STRAIGHT CONFIGURATIONS. c Jw Jc i Gc Jw Jc MAX. UNIT 13 14 1a o w 13 19 14 14 i o°0 3 FOR NOM. PANEL WIDTH, SEE TABLES 1-3. Fc I z a° MAX. UNIT Kc I Z Q_Co ) HEIGHT 14 14 1 ¢ HEIGHT / 19 / 1a 14 I ¢ PER TABLES 1-3 i Y z PER TABLES 1-3 r Q "X"=OPERABLE PANEL, I o�6- I 'w "O"=INOPERABLE PANEL„ j°mow iQ.Lu "p"=POCKET POCKET i POCKET 1 Cl) DETAIL LETTER w =WOOD OR METAL INSTALLATION (-PANEL "c"=CONCRETE INSTALLATION CONFIGURATIONS 1 13 - - 1 13 SHEET NUMBER MAX. UNIT WIDTH MAX. UNIT WIDTH DLO WIDTH= NOM. PANEL WIDTH-7" NOM. PANEL WIDTH Aw Ac w c NOM. PANEL WIDTH Aw Ac w C w Cc DLO HEIGHT=WINDOW UNIT HEIGHT-10.125" PER TABLES 1-3 12 13 12 13 PER TABLES 1-3 12 13 1 13 12 13 PANEL HEIGHT=WINDOW UNIT HEIGHT- 1.866 t i Gw Gc 19 19 Jw Jc ¢ 12 93 19 19 19 14 14 i 1w 13 19 19 14 Kc I'Cr-R it MAX. UNIT 12 13 19 19 19 14 14 l c ui MAX. UNIT 1 13 1a 14 i z a� HEIGHT i 14 Co HEIGHT 19 19 i ti¢ 1 13 19 19 19 i ¢rY PER Iwww PER TABLES 1-3 i Q TABLES 1-3 CL t ~ J to w POCKET t � POCKET vwi I 3-PANEL CONFIGURATIONS w w 4-PANEL CONFIGURATIONS 12 13 12 13 12 13 1w 13 12 13 MAX. UNIT WIDTH MAX. UNIT WIDTH NOM. PANEL WIDTH Aw Ac w c Cw Cc NOM. PANEL WIDTH Aw Ac 1 13 PER TABLES 1-3 12 13 1 13 12 13 PER TABLES 1-3 w c i w Cc Complying with o w Gc Jw Jc I 1 1 13 1 13 19 19 19 19 14 14 Q 19 a Acceptance No s T 7 12 13 19 f 19 19 14 14 w w MAX. UNIT 19 z SEE ll t� , MAX. UNIT tc / I z CL o HEIGHT � p � NOTE � HEIGHT 1 Ic 19 19 19 I ti�co PER �g U 2,THIS PER TABLES 1-3 I o Q TABLES 1-3 O Co SHEET. t t I 1 t I I 1 Lw 19 a POCKET 1 Co EXTERIOR 1 13 ���,•- EFJSE — �f----� 12 13 5-PANEL CONFIGURATIONS w c w c -1-YP w Fe No, 58705 1 13 12 13 12 13 CORNED, 1 13 - (OUTSIDE CORNER SHOWN, Z - = INSIDE CORNER SIMILAR) l� '• Z Z v CC?v 1070 TECHNOLOGY DRIVE S AT aF �41i N.VENICE FL U275 PL CONFIGURATIONS ; �` ' •F�afila a.. ' �� (941)480-100 - ., �S'S, -..... . " Sr. �'� R AL REGISTRATION#29296 SERIES 770 ALUM. SGD-WINDOW-L I 1,/1 JR 03/26/20 D NO CHANGES THIS SHEET }'`c��•• R, DrmM� aft [lea ® A.LYN�M�LLER,P.E. JR 02120114 pGD.77oVw8NDOUV NT'S 2 22 PGTO129 D PEA 58705 EXAMPLE CONFIGURATIONS CONFIGURATIONS NOTES: 1 ) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS MAX. TESTED UNIT WIDTH = 355-7/161' POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB MAX. TESTED FRAME SQUARE LOCATIONS USING DETAIL "Jw" , "Jc" , " Kw" OR " Kc" INSTALLATION . NOM . PANEL WIDTH FOOTAGE* = 250 FTz A Ac w c w C EXAMPLE : 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE PER TABLES 1 -3 1 13 12 13 1 13 pXXXXp , pXXXX OR XXXXp . OXXX IN POCKET CONFIGURATION CAN BE OXXXp. w Gc iejw Jc I 1 13 19 t t t t 14 14 2) 900 & 135° CORNER CONFIGURATIONS CAN BE A COMBINATION MAX . UNIT 1w 13 19 / 14 14 i 2 it a OF ANY 2 STRAIGHT CONFIGURATIONS . HEIGHT, 1 13 19 / I F a 96 / / � � w = 3 ) FOR NOM , PANEL WIDTH , SEE TABLES 1 -3 . ► U/ Lu POCKET w "X" = OPERABLE PANEL , " O" = INOPERABLE PANEL, _ s�� "p" = POCKET & PANEL CONFIGURATIONS w c w c w Fc 12 13 1 13 12 13 DETAIL LETTER -- - - " MAX . UNIT WIDTH w" = WOOD OR METAL INSTALLATION "c" = CONCRETE INSTALLATION NOM , PANEL WIDTH MAX. FRAME SQUARE 1 13 1 13 13 FOOTAGE* = 250 FPAw Ac w Bc w Cc SHEET NUMBER PER TABLES 1 -3 Gw Gc Jw .ic I DLO WIDTH = NOW PANEL WIDTH - 7" 1 13 t t 19 t t 19 14 14 ► 1 � DLO HEIGHT = WINDOW UNIT HEIGHT - 10 . 125" MAX . UNIT 1 13 19 19 14 14 j Z °� o PANEL HEIGHT = WINDOW UNIT HEIGHT - 1 . 866" HEIGHT 1 13 19 19 / i Iwww PER TABLES 1 -3uj / / / / / / / ► Y lauj a POCKET � Cow if 7- PANEL CONFIGURATIONS w c w Ec w Fc 12 13 1 13 12 13 -- MAX . UNIT WIDTH N MAX. FRAME SQUARE OM . PANEL WIDTH FOOTAGE* = 250 FTz Aw Ac w c cw Cc PER TABLES 1 -3 1 13 12 13 12 13 w Gc Jw Jc I 0 w the 1 1 13 19 19 19 19 19 19 19 14 14 MAX . UNIT w c 19 19 19 19 19 19 19 dd 14 14 a _ A ptvasd 0 Iwow 1 13 1o � n to co HEIGHT 12 13 19 19 19 19 19 19 19 ► ti ¢ cc t� Iu, ww PER TABLES 1 -3 1 Q I I I F J POCKET vwi `\��� OY LYN/V �� '���i ENS� $ - PANEL CONFIGURATIONS w c /Fw EcFc 1 13 12 13 1 13 - Na . 58705 go " FRAME SQUARE FOOTAGE = OVERALL UNIT WIDTH (IN ) x OVERALL UNIT HEIGHT (IN) / 144 1070 VE HNO hZ 34275 � CONFIGURATIONS 0 '. STATE OF 1� � N LE ; v "40R10f' . . Nam' ; (949) 4804600 3 / • Ra d 03/2620 ® NO CHANGES THIS SHEET, REGIS�TI SERIES 770 ALUM. `� ! O ® L f � ��/ � O��, AL ® A. t w M4LloE� f�, P .E. MBrw Date: amdWd � I Tr . I — I GD-770WwDOW NTS 3 of 22 PGTO129 ® P .E.# 58705 7/16"NOM. 7/16"NOM. 1' NOM. 1"NOM. 3/16"HS GLASS 3/16"HS GLASS 3/16"HS GLASS-----,, 3/16"HS GLASS .090"PVB .090"SG '090' PVB .090"SG 3/16"HS GLAS 3/16"HS GLAS 74 3/16"HS GLASS 74 318"AIR SPACE 74 3/8"AIR SPACE 74 3/16"HS GLASS 3/16"T GLASS 3/16"T GLASS 82 82 83 83 3/4"NOM. 3/4"NOM. 3/4"NOM. 3/4"NOM. EXTERIOR EXTERIOR GLASS 124-127 GLASS 124127 GLASS GLASS a BITE BITE 61TE BITE EXTERIOR � _ EXTEE�RIIIOR Y' 79 80 S0 79 55 � 54 55 7/16" LAMINATED GLASS,TYPE G3 1" LAMINATED I.G.GLASS,TYPE G5 1"LAMINATED I.G. GLASS,TYPE G6 1"NOM. 1"NOW 9/16"NOM. 9/16"NOM. 3116"HS GLASS 3116"1-IS GLASS .090"SG 1/4"HS GLASS 1W'HS GLASS .090"PVB 3/16"HS GLASS 3/16"HS ISLAS •090"PVkG 090"$G 5116"AIR SPACE 74 74 5/16"AIR SPACE 74 1/4"HS GLASS1/4"HS GLASS 1/4"T GLASS 1/4"T GLASS 83 8282 83 3/4"NOM. 3/4"NOM. 3/4"NOM. EXTERIOR 124-127 GLASS EXTERIOR GLASS 12a-i2 GLASS BITE 1�3 BITE BITE EXTERIOR EXTERIOR 8181 � 79 79 55 $' _ 54 55 mpl t wii Z gowing fit € 9/16"LAMINATED GLASS,TYPE G3A 9/16" LAMINATED GLASS, TYPE G4A 1" LAMINATED I.G. GLASS,_TYPE G5A 1"LAMINATED LG. GLASS TYPE G6A ostfi---7 1 U Pt . It Q�,Y LYtVN 4 _� RC,••.• ,,.10ENS�•.,��� _ No. 58705 GLAZING NOTES: - "ANN"=ANNEALED - "HS"- HEAT STRENGTHENED SEE SHEET 5 FOR SPACER DETAILS. =�J y © cr; ���'• S .4TE "T'=TEMPERED 9070TECHMDtOGYDRIVE "PVB"= .090"TROSIFOL0PVB BY KURARAYAMERICA, INC. /�VEA/ICE,FL34275 _ G I G DETAILS �orlo�.. '" r4 "SG"= .090"SENTRYGLAS'BY KURARAY AMERICA, INC. (941)480-1600 / /0h/AL E \�\\ Ra„s,� REG►STRATION SERIES 770 ALUM. SGD—WINDOW D — L 1 / JR 03/26120 ® NO CHANGES THIS SHEET > A.LYNIVIhJIt�L �,P.E. or�vr,ey c a� ® SGD-770 WIf`!DO TS d PGTO12� ® P.E.#58705 JR 02/2WI4 SILICONE HOT-MELT BUTYL STRUCTURAL SILICONE STRUCTURAL 1 /4" NOM. FOAM 3/16" NOM. 7/16" NOM, 1 " NOM. POLYISOBUTYLENE WITH 3/16" ANN GLASS WITH DESICCANT DESICCANT 3/16" ANN GLASS 090" SG 090" SG 3/16" ANN GLASS EXT. GLASS EXT. GLASS 3/16" ANN GLASS 74 3/8" AIR SPACE 74 3/16" T GLASS 82 83 EXTERIOR 3/4" NOM_ 314" NOM. INT. GLASS INT. GLASS a GLASS 124A27 GLASS Bo BITE , 24 KODISPACE 8SUPER EXTERIOR V� BITE G3 4SG TPS SPACER® NXTT"' 79 L 55 ALUMINUM *ANT EMENT POLYISO- DESICCANT FILL AREA 7/16" LAMINATED GLASS , TYPE G7 1 " LAMINATED I . G . GLASS TYPE G8 BUTYLENE 5/18" NOM . SEAL BUT SILICONE SEAL DESICCROLL-FORMED FSTAINLESS STEEL EXT. GLAS EXT. GLASS 9116" NOM. 1 " NOM_ 3/16" ANN GLASS SS INT, GLASS 1 /4" ANN GLASS 090" SG 090" SG 3/16" ANN GLASS DURASEAL® XL EDGETM 1/4" ANN GLASS 74 5/16" AIR SPACE 74 126 SPACER 127 SPACER 1 /4" T GLASS 82 — 83 3!4" NOM . EXTERIOR GLASS 3/4" NOM. 4 BITE 124 12 GLASS � 4 BITE Part # Description Material 81 EXTERIOR a 79 124 Kommerling 4SG TPS Spacer System 55 125 Quanex Super Spacer nXT with Hot Melt Butyl See This If r� Sheet for as pIas Wkh the �`�° 126 Quanex Duraseal S acer an - p Materials Aeteptance N � ' p ' 9/16" LAMINATED GLASS TYPE G7A 1 " LAMINATED I . G. GLASS TYPE G8A 127 Cardinal XL Edge Spacer REFERENCE TEST REPORTS : FTL-8717, 8968 & 8970 i� 4\GENS� GLAZING NOTES : = .' /; ,No . 58705 "ANN" = ANNEALED - " HS" = HEAT STRENGTHENED "T" = TEMPERED % O AT OF !( i " PVB" _ . 090" TROSIFOL® PVB BY KURARAYAMERICA, INC . 1070TECtfldOtdGYDRIVE � ' • , FCORID � "SG" = . 090" SENTRYGLAS' BY KURARAY AMERICA , INC. h1 VB`'1� FL 34275 G / G ETAILS '� S • 4 • ' C� Rmed Br. Dab: '�` REG1ST7 4TM #r19M SERIES 770 ALUM. SGD— l - L / /�1AL JR 03/26/20 D NO CH4/UGESTHIS SHEET, s sit ^ A. LYNN MILLER, P. E. > By, o� greed ps6� JR 02MIA SGD.77o mNDo NTS 5 or 22 PGTO129 D P .E.# 58705 TABLE 1 : Design Pressure (DP ) and Anchor Quantities Required , Maximum DP for all sizes : +60 / - 0 (for all approved configurations on Sheets 2 & 3 ) (May be limited by Table 1A) For corner astragal anchorage on 900 or 135 ' comer units , see sheet 11 Window Unit Height (in ) Table applies to Glass types 3 , 42 48 60 72 80nowlsommul 96 3A , 51 5A , 7 , 7A , 8 & 8A and 31 -7/8" DLO 37-7/8" DLO 49-7/8" DLO 61 -7/8" DLO 69-7/8" DLO 85-7/8" DLO the Stile/Astragal types shown goophommom Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group below. A B C D A I B I C I D A I B I C D A B C D A B C D A B C D Head/Si + + 1 + + + + + + + + + C + + C + 1 + + 1 + + + + F7+ + F7+ + 24 17" DLO Jamb 4 4 4 4 6 6 6 6 6 6 6 6 8 8 8 8 8 8 8 8 8 8 P-Hook 4+ 5 4+ 5 4+ 5 4+5 4+ 5 4+ 5 4+ 5 4+ 5 5+6 5+ 6 5+ 6 5+ 6 6+ 7 6+7 6+7 6+ 7 6+ 7 6+7 6+7 6+ 7 7+ 8 7+8 Head/Sill 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 C4+ 1 C4+ 1 C4+ 1 C4+ 1 36 29" DLO Jamb 4 4 4 4 6 6 6 6 6 6 6 6 8 8 8 8 8 8 8 8 8 8 P-Hook 4+ 5 4+ 5 4+ 5 4+ 5 4+ 5 4+ 5 4+5 4+ 5 5+6 5+ 6 5+ 6 5+ 6 6+7 6+ 7 6+ 7 6+ 7 6+ 7 6+ 7 6+ 7 6+ 7r78 7+ 8 7+8 7+8 a Head/Sill 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 C4+ 1 C4+ 1 G4+ 1 C4+ 1 C4+ 1 �, 42 35" DLO Jamb 4 4 4 4 6 6 6 6 6 6 6 6 8 8 8 8 8 8 8 8 8 8 8 E P-Hook 4+ 5 4+ 5 4+ 5 4+ 5 4+ 5 4+ 5 4+ 5 4+ 5 5+6 5+ 6 5+ 6 5+6 6+7 6 + 7 6+ 7 6+7 6+7 6+ 7 6+7 6 + 7 7+ 8 7+ 8 7 +8 z Head/Sill C4+ 2 C4+2 C4+ 2 C4+ 2 C4+2 C4+ 2 C4+2 C4+ 2 C4+2 C4+2 C4+2 [Cg4+2C14+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+ 2 C4+ 2 C4+2 C4+ 2 C4+ 2 48 41 DLO Jamb 4 4 4 4 6 6 6 6 6 6 6 8 8 8 8 8P -Hook 4+5 4+5 4+ 5 4+5 4+ 5 4+ 5 4+ 5 4+ 5 5+6 5+ 6 5 + 6 + 7 6+7 6+ 7 6+ 7 6+7 6+7 6+7 6+ 7 7+ g 7+ 8 7+ 8 7 + 8 FOR EXAMPLE ON USING TABLE, SEE SHEET 7. NOTES : TABLE 1A: 1 ) POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 3A /4" SILL. DLO WIDTH = 2 ) WHEN USING THE 2- 1 /2" SILL, POSITIVE WATER DP IS 46 , 67 PSF MAX . WHEN USING THE 3- 1 /4" OR 4" (Water Infiltration Rating)SILL , POSITIVE WATER Sill Height toMax. tin g)DI' NOM . PANEL WIDTH - 7" DP IS 60 . 0 PSF MAX. (NEGATIVE PRESSURES UNCHANGED) . SEE TABLE 1A. 3) ONLY THE 2- 1 /2 ", 3A /4" AND 4 " SILL HEIGHTS HAVE BEEN TESTED FOR WATER INFILTRATION RESISTANCE. THE 1 -1 /2" SILL Sill Riser Height (+ ) Design DLO HEIGHT = HAS NOT AND MAY ONLY BE USED IN A PASS-THRU WINDOW WHERE WATER INFILTRATION RESISTANCE 1S NOT REQUIRED (Flat or Box , see WINDOW UNIT HEIGHT - 10. 125" DUE TO ROOF OVERHANG CONDITIONS . POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY BE USED WHEN THE Sheet 17) Pressure , psf WINDOW IS USED AS A PASS-THRU WINDOW. Flush - 1 -1 /2" see note 3 PANEL HEIGHTgoogg = 4) SEE SHEETS 10- 14 FOR ANCHORAGE SPACING , EDGE DISTANCE AND EMBEDMENT INFORMATION . Low - 2-112" + 46, 67 WINDOW UNIT HEIGHT - 1 , 866" 5) WINDOW SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. Medium - 3-1 /4" + 60ggggg� .0 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. High - 4" SEE NOTES 1 -3 Interlock P- hook Lockstile @ Jamb Straight Astragal Lockstile @ 90" Astragal Lockstile @ 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-duty Stile Heavy-duty Stile Heavy-duty Stile Standard Astragal Outside Corner Inside . Outside Corner rompiring w3bthe Fkww Corner ��idivg Code _ ° Acceptance Na 07 Inside Corner Outside 4ktp " Inside Corner Corner Part #60 (Stile) Part #61 (Stile) Part # 119 ( Out. ) Part #61 (Stile) Part #60 (x2 ) Part #60 Part #60 Part #60 Part #118 (Corner Parts #31 & #32 Part #61 �`( LYN& Part #67 (Astragal ) Receiver) Part #120 ( in . ) (Corn . & Fxd Mount) \'\ too LfGEfJS F /< i No . 58705 1070TECNN0L0GYDRIVE % 0.(� ' • AV03F ICI rd VENICE, FLsaa75 D C 4 G . 4, 0RID Plot . • ' Ic (941) 4804600 /ter lS • . . . . . 4 Re�dey Usm Rs cns REGISTRATION SERIES 770 � ;/ /�NAL JR 03/26/20 D NO CHANGES THIS SHEET. seer suet DM%ftAktg RW A. LYNN MILLER, P.E. Drawn a ^ Dem. • naw GD-770 iM mow NTS 1 6 0( 22 PGTO129 D P .E.# 58705 JR 02120/14 TABLE 2 : TABLE 2A: Design Pressure ( DP ) and Anchor Quantities Required , (tor all approved Sill Height t® Max . (+) DP configurations on 3 Maximum DP for all saes . + / - (Water Infiltration Rating) heats 2 ) (May be limited by Table 2A ) For corner astragal anchorage on 90` or 1350 comer units , see sheet 11 Sill Riser Height (+ ) Design Table applies to Glass types 4 , Window Height (in ) (Flat or Box , see Pressure, psf 42 48 60 72 80 96 Sheet 17) 4A , 6 , 6A , 7 , 7A , 8 & 8A and 31 -7/8" DLO 37-7/8" DLO 49-718" DLO 61 -7/8" DLO 69-718" DLO 854/8" DLO Flush - 1A /2" see note 3 the Stile/Astragal types shown Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Low - 2- 1 /2" + 46 . 67 below. A I C D A B C D A B C D A B C D A B C D A B C D Medium - 3-1 /4" + 60. 0 91 Head/Sill C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 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+ High - 4" + 60 . 0 24 DLO Jamb 4 4 4 4 6 6 6 6 6 6 6 6 8 8 8 8 8 8 8 8 8 8 8 8 SEE NOTES 1 -3 P-Hook 4+ 5 4+ 5 4+5 4+ 5 4+5 4+ 5 4+5 4+ 5 5+ 6 5 +6 5+ 6 5+6 6+ 7 6+7 6+7 6+ 7 6 +7 6+ 7 6+7 6+7 7+ 8 7+8 7+ 8 7+8 29„ Head/Sill 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 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+1 DLO WIDTH = 36 DLO Jamb 4 4 4 4 6 6 6 6 6 6 6 6 8 8 8 8 8 8 8 8 8 8 8 8 NOW PANEL WIDTH - 7" P -Hook 4+ 5 4+5 4+5 4+ 5 4+5 1 4+ 5 4+5 4+ 5 5+ 6 5+6 1 5+ 6 5+6 6+ 7 6+ 7 6+7 6+7 6+7 6+ 7 6+7 6+7 7+ 8 7+8 7+ 8 7+8 Head/Sill 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 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 C4+ 1 DLO HEIGHT = 42 DLO Jamb 4 4 4 4 6 6 6 6 6 6 6 6 +6+ 76+ 7 8 8 8 8 8 8 8 8 8 8 WINDOW UNIT HEIGHT - 10 , 125" P -Hook 4+ 5 4+5 4+ 5 4+ 5 4+5 4+ 5 4+5 4+ 5 5+ 6 5 +6 5+ 6 5+ 6 6+ 7 6+ 7 6+7 6+ 7 6+7 6+7 7+ 87+8 7+ 8 7 +8 Head/Sill C4+ 2 C4+2 C4+ 2 C4+2 C4+ 2 C4+ 2 C4+2 C4+ 2 C4+2 C4+ 2 C4+ 2 C4+2 C4+ 2 C4+2 C4+ 2 C4+ 2 C4+2 C4+ 2 C4+2 C4+ 2 C4+ 2 C4+2 PANEL HEIGHT41 WINDOW UNIT HEIGHT - 1 . 866" 48 DLO Jamb 4 4 4 4 6 6 6 6 6 6 6 6 8 8 8 8 8 8 10 8 8 8 CZ E P -Hook 4+ 5 4+5 4+5 4+ 5 4+5 4+ 5 4+5 4+ 5 5+ 6 5+6 5+ 6 5+6 6+7 6+ 7 6+7 6+ 7 6+7 6+7 7 + 8 7+8 7+ 8 7+8 z „47 Head/Sill C4+ 2 C4+2 C4+ 2 C4+2 C4+ 2 C4+ 2 C4+2 C4+2 C4+2 C4+ 2 C4+ 2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+ 2 C4+2 C4+2 C4+2 C4+ 2 C4+ 2 C4+2 54 DLO Jamb 4 4 4 4 6 6 6 6 6 6 6 6 8 8 8 8 8 8 8 8 10 8 8 8 P-Hook 4+ 5 4+5 4+5 4+ 5 4+5 4+ 5 4+5 4+ 5 5+6 5+6 5+ 6 5+6 6+ 7 6+ 7 6+7 6 + 7 6+7 6+ 7 6+7 6+7 7+ 8 7+8 7 + 8 7 +8 53 Head/Sill C4 + 2 C4+2 C4+ 2 C4+2 C4+2 C4+ 2 C4+2 C4+2 C4+2 C4+ 2 C4+ 2 C4+2 C4+ 2 C4+2 C4 + 2 C4+2 C4+ 2 C4+ 2 C4+2 C4+ 2 C4+2 C4+ 2 C4+ 2 C4+2 60 DLO Jamb 4 4 4 4 6 6 6 6 6 6 6 6 8 E6+7 8 8 8 8 8 8 10 8 8 8 P -Hook 4+ 5 4+5 4+5 4+ 5 4+5 4+ 5 4+5 4+ 5 5+ 6 5+6 5+ 6 5 +6 6 + 7 6+7 6+ 7 6+7 6+ 7 6+7 1 6+7 7+ 8 7+8 7+ 8 7+8 FOR EXAMPLE ON USING TABLE , SEE SHEET 8 . NOTES : 1 ) POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 3-1 /4" SILL, 2) WHEN USING THE 2- 112" SILL, POSITIVE WATER DP 1S 46 .67 PSF MAX. WHEN USING THE 3A /4" OR 4" SILL, POSITIVE WATER DP IS 60 . 0 PSF MAX. ( NEGATIVE PRESSURES UNCHANGED) . SEE TABLE 2A. 3) ONLY THE 2A /2", 3-1 /4" AND 4" SILL HEIGHTS HAVE BEEN TESTED FOR WATER INFILTRATION RESISTANCE . THE 1 - 1 /2" SILL HAS NOT AND MAY ONLY BE USED IN A PASS-THRU WINDOW WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED DUE TO ROOF OVERHANG CONDITIONS , POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE WINDOW 1S USED AS A PASS-THRU WINDOW. 4) SEE SHEETS 10 -14 FOR ANCHORAGE SPACING , EDGE DISTANCE AND EMBEDMENT INFORMATION . 5) WINDOW SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED . 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED , 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 , Straight Astragal Lockstile @ 90° Astragal Lockstile @ 1350 Astragal Lockstile @ t Interlock P-hook Lockstile @Jamb he Fkw,*m Assembly Straight Astragal Assembly 900 Astragal Assembly 1350 Astragal s P a3 r Nukting code Heavy-duty Stiles Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile P$ ??� LR 02 Standard Astragal Outside Corner Inside Outside Corner ' Corner "taw 1164P Inside ,� ♦`♦� . Qi` l L .'' N/V/,,, Inside Corner Corner Outside '�Y`9 ' �kGEV Ss 'Inside Comerf�l % Corner fly t #61 (Stile) Part #61 (Stile) (Out.j Part #61 ( Stile) _ No 58705 Par part #119 Part #61 (x2 ) Part #61 Part #61 part t #6 (Astragal ) Part #61 Part #118 ( Corner Part #119 ( in . ) Parts #31 & #32 Part #61 Receiver) (Corn . & Fxd Mount) _ 2 - — /� , 441 1070 TECHNOLOGYDRWE iQ� ' . ATE OF �(U N. VENICE, FL 34276 DP (JIB® GE � � t GRID ` . • \\ �� (941) .4804600 Trft RwadSy JR Q3/26/20 D NO CHANGES THIS SHEET, REGISTRAT70N � SERIES 770ALUM.r G ( L ' JR 02120114 ® GD-770 W1NDD}N TS 7 �+ 22 PGTO129 D A. LYP ,E.# 58705' P.E. TABLE 3: Design Pressure (DP) and AnchorQuantities Required, Maximum DP for all sizes: +901-90 (for all approved configurations on Sheets 2 & 3) (May be limited by Table 3A) For corner astragal anchorage on 900 or 1350 comer units, see sheet 11 Window Unit Height(in) Table applies to Glass types 42 60 72 80 4, 4A, 6, 6A, 7, 7A, 8 & 8A 31-7/8" DLO 37-7/8" DLO 49-7/8" DLO 61-7/8" DLO 69-7/8" DLO 85-7/8" DLO and the Stile/Astragal types Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group shown below. A B C D A B C A B C D A B C D A B C D A B C D 17" ea I +1 + + + + + + + + + + + + + + + + + + + + + + + 24 DLO Jamb 4 4 4 4 6 6 6 6 6 6 6 6 8 8 8 8 8 8 8 8 8 8 8 8 P-Hook 4+5 4+5 4+5 4+5 4+5 4+5 4+5 4+5 5+6 5+6 5+6 5+6 6+7 6+7 6+7 6+7 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 Head/Sill 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 C4+1 C4+1 C5+1 C5+1 C4+1 C4+1 36 DLO Jamb 4 4 4 4 6 6 6 6 6 6 6 6 8 8 8 8 10 8 8 8 12 10 8 8 P-Hook 4+5 4+5 4+5 4+5 4+5 4+5 4+5 4+5 5+6 5+6 5+6 5+6 6+7 6+7 6+7 6+7 6+7 6+7 6+7 6+7 8+9 8+9 8+9 8+9 Head/Sill C4+2 C4+2 C4+2 C4+ C4+2 C4+2 C4+2 C4+ C4+2 C4+2 C4+2 C4+ C4+2 C4+2 C4+2 C4+ C4+2 C4+2 C4+2 C4+ C5+2 C5+2 C5+2 C5+ °- 42 D3511 LO Jamb 4 4 4 4 6 6 6 6 8 6 6 6 8 8 8 8 10 8 8 8 12 10 8 8 P-Hook 4+5 4+5 4+5 4+5 4+5 4+5 4+5 4+5 5+6 5+6 5+6 5+6 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 8+9 8+9 8+9 8+9 EXAMPLE ON c See Note A bel SHEET 9 E z 48 41" Head/Sill C4+2 C4+2 C4+2 C4+ C4+2 C4+2 C4+2 C4+ C4+2 C4+2 C4+2 q56 C4+2 C4+2 C4+2 C4+ C5+2 C5+2 C4+2 C4+ C6+2 C6+2 5+ 5+ DLO Jamb 4 4 4 4 6 6 6 6 6 10 8 8 8 10 8 8 8 14 12 8 8 P-Hook 4+5 4+5 4+5 4+5 4+5 4+5 4+5 4+5[45+165:+=6 5+6 6+7 6+7 64. 6+7 7+8 7+8 7+8 7+8 9+10 9+10 9+10 +10 A)+/-90.0 PSF FOR GLASS TYPES 4,4A,6,6A, 7A, 8&8A; +/-87A FOR GLASS TYPE 7. DLO WIDTH= NOM. PANEL WIDTH-7" NOTES: TABLE 3A: DLO HEIGHT= 1) POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4"SILL. Sill Height to Max. (+) DIP WINDOW UNIT HEIGHT- 10.125" 2)WHEN USING THE 2-1/2"SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 3-1/4", POSITIVE WATER DP (Water Infiltration Rating) IS 60.0 PSF MAX. WHEN USING THE 4"SILL, POSITIVE WATER DP IS 90.0 PSF MAX. (NEGATIVE PRESSURES PANEL HEIGHT= Sill Riser Height (+)Design WINDOW UNIT HEIGHT-1.866" UNCHANGED). SEE TABLE 3A. (Flat or Box, see 3)ONLY THE 2-1/2", 3-1/4"AND 4"SILL HEIGHTS HAVE BEEN TESTED FOR WATER INFILTRATION RESISTANCE.THE Sheet 17) Pressure, psf 1-1/2"SILL HAS NOTAND MAY ONLY BE USED IN A PASS-THRU WINDOW, WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED DUE TO ROOF OVERHANG CONDITIONS. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 3 MAY BE Flush- 1-1/2" see note 3 USED WHEN THE WINDOW IS USED AS A PASS-THRU WINDOW. Low-2-1/2" +46.67 4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. Medium-3-1/4" + 60.0 5)WINDOW SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. High-4' + 90.0 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. SEE NOTES 1-3 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. - Straight Astragal Lockstile @ 90°Astragal Lockstile @ 135°Astragal Lockstile @ t Interlock P-hook Lockstile @lamb 135°Astragal � c� alroEysra# " Assembly Straight Astragal Assembly 90°Astragal AssemblyUskling 97 Heavy-duty Stiles Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Acceptance Ne, Inside Heavy-duty Astragal Outside Corner Outside Corner 4 � Cor ARAN 0 1 � Inside Corner Outside �� O'C' Inside Corner Corner �Z . Part#61(Stile) part#119(Out.) Part#61(Stile) No. 58705 Part#61(x2) Part#61 Part#61 Part#61(Stile) part#61 Part#118.(Corner Parts#31&#32 Part#61 : r� ay Part#68(Astragal) Receiver) Part#120(In.) (Corn.&Fxd Mount) ��Z O 'ATE C7F ••' 1070 TECHNOLOGY DRIVE ' (941)480-16,00 TWX SERIES 770 ALUM. cS 1 L. 1 � fOl�lt' L E���� Revsd By. 0 R REGIS7RAT701N#29236 / I I 1 t!1 f l\\\ JR 03/26/20 ® Iv0 CHANGES THIS SHEET. "cm sr 7�P �: A.LYNN MILLER,P.E. nrs�n Sr. R70 GD-770 i�VIPNDO6N T� 8 of 22IO129 D PEA 58705 JR 02/2WI4 NO FRAME "94- 10" P-HOOK ANCHORAGE CONSISTS OF : SEE "C5" CLUSTER JAMB DETAILS , SHEET 10 SEE { 9) P-HOOK ANCHORS , �� MAX . UNIT WIDTH REQUIRED SEE "C5 CLUSTER SEE "C5" CLUSTER DETAILS, SPLICE @ ( PERPENDICULAR TO GLASS FOR ASTRAGAL EXTERIOR DETAILS, SHEET 10 FOR REQUIRES "C6" SHEET 10 FOR INTERLOCK NOTE , PLANE} SEE TABLE 2 , SHEET 7 INTERLOCK � 24" MAX . O .C . THIS POCKETS AND 48" NOM . CLUSTER , SEE SHEET SEE POCKET DETAILS , SHEET 11 x x JAMB ( 10) P-HOOK i _ x x PANEL WIDTH x x x x x x 6„ MOUNTING I _ x x x x x x x x x x x INSTALLATION , ( " x ADAPTER — I— 6" MAX. I x x x x x x x THIS SHEET ANCHORS MIDWAY i ' o ' L- 3" MAX. & SHEET 14 BETWEEN P-HOOK I 4 PAIRS OF ANCHORS & AT 3" i ' o ' x = FRAME x x ANCHORS FROM TOP & i a 14" MAX. O .C. 101 co ANCHORS 96" (TOTAL 8 BOTTOM 1 0 f ( o UNIT 21 " MAX , ANCHORS) 4 . 051 " $'' MAX. TO OPENING I ® � II o I HEIGHT x O .C. PER JAMB 14:0EDGE OF POCKET SEE I w a O ANCHORS x (SEE JAMB z i I � 4 MAx. O . C. DETAIL INSTALLATION I o w I ' DETAILS' & ' Kc' , I a Q � � ; M 0 = P-HOOK BELOW) ca END PANEL SHEET 14 & PART i a ` ' O MOUNTING x ANCHORAGE DETAILS 'J ' & ' K' , I l of 3" MAX . ADAPTER x 2411 MAX. (2 ANCHORS) SHEET 19 FOR ° _ (( ANCHORS - x O . C . P-HOOK 1- - - _ 6" MAX. l _ x "+2" — _ - - _ — x x x x x x xx xx x x ' END PANEL ANCHORAGE ANCHORS END PANEL x ' x t x x x x x x x x x x ' 6" MAX. ANCHORAGE (SEE ANCHORAGE x ' x x x x x ' SKETCH BELOW) ' SEE SKETCH BELOW) +2 +2 ( � "+2" "+2" "+2" ANCHORAGE CENTERLINE 8" MAX, , TYP . ANCHORAGE ANCHORAGE ANCHORAGE ANCHORAGE OF PANEL 9 2 . 04" 24" MAX . EXAMPLE : 5-PANEL 2 TRACK, 900 OUTSIDE CORNER - PXX/XXO - EXT. MOUNT POCKET ANCHORAGE PLAN : O . C. 48 " x 96" NOM , PANELS, ANCHOR GROUP C IN CONCRETE SUBSTRATE (SEE TABLE 3 , SHEET 8) 6" SPLICE NOTE: NON- STRUCTURAL ANCHORAGE EXAMPLE NOTES : 1 ) APPROVED ANCHORS: SEE TABLE A, SHEET 1 END PANEL EXCEPTION , (°+ T° ANCHORAGE ONLY): ANCHORS MAY BE ADDED �' 2 ANCHOR LOCATION SPACING FOR ANCHOR DISTANCE TO NEXT AS NEEDED TO ALIGN THE CLUSTER TO BEEXTERIOR HEAD OR SILL IF A SPLICE 48 CENTERLINE OF QUANTITIES SPECIFIED IN TABLES 1 -3 SHEETS 6-8: 24" O. C . OR LESS-1 21 „ OCCURS AT THE P-HOOK. NOM . ® ,' INTERLOCK HEAD & SILL : 8" MAX. FROM FRAME CORNERS . i MAX. PANEL - SEE "C5" CLUSTER USE SPECIFIED CLUSTER FROM APPROPRIATE O. C. WIDTH DETAILS , SHEET 10 TABLES , SHEETS 6-8 AT EACH INTERLOCK AND CENTER NE OF END PANEL FOR INTERLOCK STRAIGHT AND CORNER ASTRAGAL LOCATION , ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY PLUS SPECIFIED QUANTITY OF ADDITIONAL REQUIRED IF THE O.C . DISTANCE TO THE NEXT ANCHOR 5 , 64" ANCHORAGE CLUSTER IS OVER 2411, OTHERWISE ANCHORS ARE NOT It INTERMEDIATE ANCHORS PER PANEL, REQUIRED AT THE MIDSPAN AS PER THE FIGURE ABOVE: 3 . 5" ADDITIONAL ANCHORS 24" O . C . MAXIMUM . 6" MAX . CENTERLINE JAMBS & P-HOOKS : 6 " MAX . FROM BOTTOM , 21 " MAX. ANCHOR PAIR O . C . (JAMBS) , 141" MAX. ANCHOR OF PANEL 2 O . C . ( P-HOOK) UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES , SHEETS 6-8. SEE 2-7RACK ° P -HOOK ANCHOR DETAILS ON SHEET 14. FRAME JAMB cow Plying h "+2 " ANCHORAGE ANCHOR PAIR Acre tam e No REQUIRES SEE "C5" CLUSTER END PANEL ZO CENTERLINE CENTERLINE Dare "C6" CLUSTER, SEE }�— DETAILS , SHEET 10 j—�— ANCHORAGE DETAILS , SHEET 11 I INTERLOCK FOR ASTRAGAL. I ASTRAGAL {2 ANCHORS) g" e l j 4 . 051 " 1 3 . 6" t MAX. 1 ® rllititCr \06 dv S` { NO , 587D5 CENTERLINEXTERIOR OF PANEL 3E "+2 " ANCHORAGE CENTERLINE "+2" ANCHORAGE CENTERLINE OF PANEL 4 OF PANEL 5 0= SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS f�C} ''. MTAT10707'ECHNOLOGYDRVE N. II, FL3427b ANCHORAGESPACING & EX4MPLEPLANS (941) 11 1600 Twx � LIT Rev . D REGrSTRA77ON SE I S 770 . SGI7- ! -. L I 'f � , ,`�NAL `E JR 03/26/20 D NO CHANGES THIS SHEETWII . J D JR w, ® GjurQ-770 tMNQO TS 9 A. LYN� MILLER, P.E. armor t� oter a 2� R�TQ �2$ D P .E.# 58705 ASTRAGAL OR 6"DIAG. ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR ( (FOR SPLICE SPLICE LOCATION 2.04" INTERLOCK IF NEEDED INTERLOCK-®-i CONDITION, USE INTERLOCKIF NEEDED 2.04" AV CENTERLINE I CENTERLINE "C6"CLUSTER DETAIL) CENTERLINE 1.75' EXTERIOR 6"DIAG. 3.5" 7" 7" �[ 1.75" 3.5'' 21„ 4"DIAG. "D1AG. MAX. O.C. T-- °R 2.04" 2.04 2.04" 21„ o I I � R5.64" MAX- EXTERIOR 3'5 7 EXTERIOR 4"DIAG. 7 EXTERIOR 7 3.5" O.C. �l, n� �I�l, 7' v 2-TRACK FRAME HEAD/SILL V 2-TRACK FRAME HEAD/SILL v 2-TRACK FRAME HEAD/SILL 6"MAX. 5.64" @ ASTRAGAL OR INTERLOCK (7 ASTRAGAL OR INTERLOCK ASTRAGAL OR INTERLOCK �42-TRACK (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER FRAME JAMS ANCHORS ARE REQUIRED, "C4") ANCHORS ARE REQUIRED,"C5") ANCHORS ARE REQUIRED,"C6") 6„MAX: ANCHOR PAIR F4-TRACK ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR (FOR SPLICE ASTRAGAL OR SPLICE LOCATION 6"DIAG. FRAME JAMB INTERLOCK IF NEEDED INTERLOCK—] CONDITION, USE INTERLOCK IF NEEDED EXTERIOR ANCHOR PAIR CENTERLINE i CENTERLINE "C6"CLUSTER DETAIL) CENTERLINE 2.04" �- 3.5" i 3.5" 7„ 3.5" L y� ANCHORS MAY BE INSTALLED 21" EITHER IN THE EXT. OR INT. Q I 2.04" �v i 14" DIAG. MAX. TRACK(INT. SHOWN) 4.08" 4.08„ O.C. 2. NOTES: 04" 1 I 1.ALL DIMENSIONS SHOWN 5.64" ARE BASED ON MIN. EXTERIOR 7„ EXTERIOR 7 4" DIAG. EXTERIOR 3.5" ALLOWED. v 3-TRACK FRAME HEAD/SILL V 3-TRACK FRAME HEAD/SILL V A 6„MAX. 2. FOR HEAD OR SILL SPLICE 3-TRACK FRAME HEAD/SILL LOCATIONS/ANCHORAGE AT @ ASTRAGAL OR INTERLOCK @ ASTRAGAL OR INTERLOCK @ ASTRAGAL OR INTERLOCK P-HOOK SEE SHEET 9. (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER 3-TRACK FRAME JAMB ANCHORS ARE REQUIRED,"C4") ANCHORS ARE REQUIRED, "C5") ANCHORS ARE REQUIRED,"C6") ANCHOR PAIR (FOR SPLICE FOR SPLICED ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR ! ASTRAGAL OR CONDITIONS ONLY: INTERLOCKIF NEEDED INTERLOCK i (FOR SPLICE INTERLOCK-� { CONDITION, DO NOT CONDITION, USE USE THIS DETAIL) SPLICE LOCATION CENTERLINE I CENTERLINE I "C6"CLUSTER DETAIL) CENTERLINE IF NEEDED 1.75" 3.5' 3.5" 7„ 3.5" 3.5" compir-ag with the 2.04" 4"DIAG. 2.04" 4" DIAG. 4" gC e A as cc Nah 2.04" 5.37" 2.0 DIAG. 4"DIAG. 3, 4 .awk ' 4.08„ 4"DIA0. I 2.04" �tiSlll)//� EXTERIOR EXTERIOR EXTERIOR 7" —�- 3.5" — - 3 5" �{ LS/i�/ ���ifs, 15 4-TRACK FRAME HEAD/SILL V 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL @ ASTRAGAL OR INTERLOCK @ ASTRAGAL OR INTERLOCK @ ASTRAGAL OR INTERLOCK a .' No. 58705 ` (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED; "C6") ANCHORS ARE REQUIRED, "C4") ANCHORS ARE REQUIRED, "C5") WITH&WITHOUT SPLICE CONDITION - '•c 2� 10707ECNNOLMYDPJW 0 '• VATE OF ��(!t4l\ N.VEVICEFLW75 ANCHORAGE, PLECLUSTE %c�' ' .4ORID1.•-' x ( 1)�o 9soo , .� S R JR 03/26/20 R ® NO CHANGES THIS SHEET. REGISTRAnON SERIES 770 AL UM. SG -WINDOW^ L I /,�//!/�j 1�L 0 �\ , s t am- Rw A.LYNN MILLER,P-E. RJR 0/14 t ® SGD 770 WINDO �S 1® 22 PGT®129 D P.E.#58705 2.04" 2.04" 2.04" INTERIOR i-lik INTERIOR INTERIOR 0 4"DIAG. 4"DIAG. 8.94" 6.12" 6.12" 3.5" "+1"ANCHOR INTERIOR 0° 3 INTERIOR ��° 3 7INTERIO 1 °EXTERIOR EXTERIOR 4"DIAG. R CENTERLINE 3.5" 4„ 1-:7 3.5" 3.5" 11 OF PANEL 2.04" EXTERIOR 2.04" 7112.04" EXTERIOR 4" EXTERIOR 2.04" EXTERIOR 8•94 "+2"ANCHOR 90°CORNER 90°CORNER 135°CORNER 135°CORNER �" 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEADISILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2 04" (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER4 I 4"DIAG. ANCHORS ARE REQUIRED, "C4") ANCHORS ARE REQUIRED, "C6") ANCHORS ARE REQUIRED,"C4" ANCHORS ARE REQUIRED, "C6") -- 4.08" —" 3.5 11 INTERIOR CENTERLINE EXTERIOR INTERIOR OF PANEL ° 4.08 "+1"ANCHOR 4" 7.41" "+3"ANCHOR INTERIOR 3.5" INTERIOR 90° 7° 135° EXTERIOR L .3 1 3.5" 2.04" 4"DIAG. 4.08" 4.08' ° 5.37" AG. 5.37" AG. 7 3.5" -- N/ o CENTERLINE 7" Q OF PANEL CENTERLINE f-1 EXTERIO EXTERIOR 3 5 r 4" 3 5��7 EXTERIOR 7" 4' TER A "+2"ANCHOR 2-TRACK FRAME H O PANEL EOR 90°CORNER 135°CORNER n VIEWS INTERMEDIATE ANCHOR LAYOUT 3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEAD/SILL V ("C6'ANCHOR CLUSTER REQUIRED ("C6"ANCHOR CLUSTER REQUIRED o AT ALL 3-TRACK CORNERS) AT ALL 3-TRACK CORNERS) 4"DIAG. ° INTERIOR 6.12" INTERIOR 2.04° -- - 2.04" 6.12" 3.5" 4 EXTERIOR 5.88" CENTERLOF PANELI NE IN °TERIOR 9o° INTERIOR ° 3.5" 135 "+3"ANCHOR 4 2.04 DIAG. 7 a s.€sic piyin with the 1 `° ° hmWing Code '7 Acceptance Pqq 6.12" 4"DIAG. ° 6.12" G 3.5„ 4 08" � r � u 7" EXTERIOR 4"DIAG - 0 0 0 2.04" --� 3.5" 4 \\II)li(rI 4"DIAG. 3.5 — 3.5" 4" CENTERLINE EXTERIOR EXTERIOR \ �Q�..•••••.,_/���� �� 2.04" �� . \GENS�c' .• �� ✓ 90° CORNER 135° CORNER OF PANEL 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL ("C8"ANCHOR CLUSTER REQUIRED 4-TRACK FRAME HEAD/SILL = No. 58705 ( C8 ANCHOR CLUSTER REQUIRED INTERMEDIATE ANCHOR LAYOUT AT ALL 4-TRACK CORNERS) AT ALL 4-TRACK CORNERS)NOTES: (3-TRACK SIMILAR) 1.ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. f070 oGrra> � Q�. S A E FCC,�� 2. DETAILS DEPICT ANCHOR QUANTITY AND SPACING,AND WOULD BE N.VEIVICE aM21-5 ANCHORAGE, PL CLUSTERS "4OR1DI". NN IDENTICAL FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS. (941)480-16WW. '� S RJR Dabs.3/26/20 ® NO CHANGES THIS SHEET. ►2EGISTRATION SERIES 770 Cd , ®L l �'��1 Ui fAL+ �� K. A.LYNN MILLER,P.E. JR 02120114 ® SGD-770 IMNDOWN NTS2 I '1 or 22 1 PGTO129 D P.E.#58705 INSTALLATION DETAILS EMBEDMENT: SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 MIN , OF 3 THREADS BEYOND EDGE DISTANCE : EDGE DISTANCE : EDGE DISTANCE : THE METAL SUBSTRATE SEE TABLE A, SHEET 1 SEE TABLE A, SHEET 1 SEE TABLE A, SHEET 1 EXTERIOR 2- 1 / 16" * " 1 /4 2- 1 /16" * " 2-1 /16 * NOTES: 1 /4 114 1 . ALL DIMENSIONS MAX MAX MAX , SHOWN ARE BASED SHIM EXTERIOR o SHIM EXTERIOR A I a SHIM ON MIN , ALLOWED . EMBEDMENT: < 2 . METAL OR� SUBSTRATES MAY BE SEE TABLE A, 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 S2JRACK FRAME HEAD 3-TRACK FRAME HEAD e 4-TRACK FRAME HEAD MIN 4" (HEAD & SILL) WOOD INSTALLATION Bw WOOD INSTALLATION cw METAL INSTALLATION OR 6" (JAMB) SEE WOOD ANCHOR TYP . , 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 MIN . OF 3 THREADS BEYOND NOTE 5 , SHEET NOTE 5 , NOTE 51 THE METAL SUBSTRATE 1 ( 1 /4" MAX. ) 1 SHEET 1 SHEET 1 � h: ( 1 /4" MAX. ) :,� .r:�. .. . ( 1 /4 MAX. ) }-_ EXTERIOR EXTERIOR EXTERIORLT EMBEDMENT: SEE 2- 1 /16" * TABLE A, SHEET 1 2-1 /16" a2-1 /16" * EDGE DISTANCE : EDGE DISTANCE: EDGE DISTANCE: 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 2-TRACK FRAME SILL 3-7RACK FRAME SILL MFFwM TAL INSTA DwLLATION WOOD INSTALLATION Ew WOOD INSTALLATION EMBEDMENT: SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 EDGE DISTANCE : SEE TABLE A, EMBEDMENT: SEE METAL TYP . , SHEET 1 TABLE A, SHEET 1 EDGE DISTANCE : SEE ANCHOR 2X WOOD EDGE DISTANCE : O SEE TABLE A , NOTE 4 , SHEET 1 PRODUC r TYP ' , SEE ANCHOR SEE TABLE A, 2X WOOD SHEET 1 g SHEET 1 TYP . , SEE ANCHOR „ * g Caste NOTE 3 , SHEET 1 NOTE 3 , SHEET 1 2-1 /16 Acceptance �O40 SMS ANCHOR TYP . , Date SEE ANCHOR NOTES WOOD ANCHOR TYP . , 2 1 /16 2-1 /16 " * & TABLE A, SHEET 1 � .�� g � SEE ANCHOR NOTES WOOD ANCHOR TYP . , MIN . OF 3 SEE ANCHOR NOTES THREADS N & TABLE A, SHEET 1 \ �'y LYPd �i &. TABLE A, SHEET 1 BEYOND THE ��' �,� . • � � EXTERIOR II EXTERIOR EXTERIOR METAL _� . • ' " j 1 /4" MAX . SHIM --�I I-�— n�� V SUBSTRATE " V 1 /4" MAX. SHIM - I ® - 1 /4" MAX. SHIM No . 58705 F 2-TRACK FRAME JAMB E 3-TRACK FRAME JAMB E 4-TRACK FRAME JAMB : Q Gw WOOD INSTALLATION Hw WOOD INSTALLATION Iw METAL INSTALLATION ATE 1070 it OLOGY rz DRPIE z7 —� C O GE � T� lLS 0��` ' ' • "4UR;a\. . . ' Rid By: Ram: ►�G�a770� SERIES 770 ALUM. SG d / ® L l ` % � � I �1V?, . JR 03/26/20 ® NO CHANGES THIS SHEET. s � Ro: 8, teem: tie � A. IYNN MILLER, P. E. JR 02/20I94 GD470 W wow NTS 1 12 of22 PGTO129 0 P .E.# 58705 INSTALLATION DETAILS EMBEDMENT: SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A,SHEET 1 NOTES: EDGE DISTANCE: EDGE DISTANCE: 1.ALL DIMENSIONS CONCRETE EDGE DISTANCE:SEE SEE TABLE A, SHEET 1 CONCRETE SEE TABLE A, SHEET 1 SHOWN ARE BASED TABLE A, SHEET 1 CONCRETE ON MIN.ALLOWED. PER TABLE PER TABLE 2-1/16"* PER TABLE 2-1/16"* 1/4" A, SHEET 1 - 2-1/16" DIAGONAL O.C. IS } A, SHEET 1 A, SHEET 1 MAX- MIN 4"(HEAD&SILL EXTERIOR d '•' SHIM OR 6"(JAMB)SEE �I a DETAILS, SHEETS 1/4" 1/4" EXTERIOR 10& 11. EMBEDMENT: EXTERIOR SEE TABLE A, Gj MAX. MAX SHEET 1 SHIM SHIM PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., WOOD BUCK TYP., SEE SEE 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 4, SHEET 1 TRACK FRAME HEAD 2-TRACK FRAME HEAD TABLE A, SHEET 1 E E K FRAME HEAD Ac CONCRETE INSTALLATION Bc CONC CONC RETE 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 CUR SEE SEE ANCHOR NOTES& WOOD BUCK TYP., SEE SEE ANCHOR NOTES 1 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 SEE ANCHOR SEE ANCHOR SEE ANNOTE05, NOTE 5, SHEET NOTE 5, SHEET 1� SHEET 1� :,�;=,a.,• . 1 (1/4' MAX.) (1/4' MAX.) (1/4"MAX.) ,..y.v EXTERIOR 'µ EXTERIOR ; EXTERIOR . � CONCRETE 2-1/16"* 2 1/16" - 2-1/16"* PER TABLE EDGE DISTANCE: CONCRETE EDGE DISTANCE: CONCRETE EDGE DISTANCE: A, SHEET 1 SEE TABLE A, SHEET PER TABLE SEE TABLE A, SHEET 1 PER TABLE SEE TABLE A, SHEET 1 A, SHEET 1 A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 4-TRACK FRAME SILL 2-TRACK FRAME SILL E 3-TRACK FRAME SILL Dc Fc CONCRETE INSTALLATION CONCRETE INSTALLATION Ec CONCRETE INSTALLATION EMBEDMENT: SEE TABLE A, SHEET 1 e. EMBEDMENT: SEE EDGE DISTANCE: TABLE A, SHEET 1 -�I SEE TABLE A, ' EDGE DISTANCE: PROPERLY SECURED SHEET 1 t• EMBEDMENT: SEE � CONC./CMU ANCHOR SEE TABLE A, 1X WOOD BUCK TYP., TABLE A, SHEET 1 TYP., SEE ANCHOR SHEET 1 SEE ANCHOR NOTE 3, xvtowc r PROPERLY SECURED EDGE DISTANCE: NOTES&TABLE A, SHEET 1y�� � . , '.. SEE TABLE A, SHEET 1 '. 2-1116"* " 1X WOOD BUCK TYP., SHEET 1 2-1/16" * � � � o ° SEE ANCHOR NOTE 3, CONCJCMU ANCHOR SHEET 1 TYP., SEE ANCHOR CONC./CMU ANCHOR 2-1/16"* PROPERLY SECURED NOTES &TABLE A, 1X WOOD BUCK TYP., SHEET 1 CONCRETE �i I TYP., SEE ANCHOR SEE ANCHOR NOTE 3, CONCRETE OR CMU NOTES&TABLE A, OR CMU :'. PER TABLE �` �d SHEET 1 EXTERIOR SHEET 1 CONCRETE PER TABLE R A, SHEET 1 �` �GErvSF ��% EXTERIOR OR CMU EXTERIOR '., A, SHEET 1 n PER TABLE '4`�' Na. 58705 V 1/4 MAX. SHIM - A, SHEET 1 ID 1/4" MAX. SHIM -� 1/4" MAX. SHIM 2-TRACK FRAME JAMB E 3-TRACK FRAME JAMB E 4-TRACK FRAME JAMB = Z E Ic CONCRETE/CMU INSTALLATION 3- S E f Gc CONCRETE/CMU INSTALLATION He CONCRETE/CMU INSTALLATION 1070TECHNOLOGYDRIVE N.VEN1CF_FL 34275 ANCHORAGE DETAILS ax f dfVA L ���`�• (94f)480-1600 SERIES 770 ALUM. SGD- I DO -L 1 �111`r Rend Br. Rev nx REGISTRATION 929296 subsabdet scdx � Rer A.LYNN MILLER,P.E. JR 03126120 ® NO CHANGES THIS SHEET. ® Go-rro vwN®ow NTS 13 22 {°GT0129 D P.E.#58705 JR 02120114 INSTALLATION DETAILS NOTES: 1.ALL DIMENSIONS FRAME JAMB SHOWN ARE BASED REQUIRED AT ALL w'.:•.r 2.693"MIN. ON MIN.ALLOWED. INSIDE POCKETS EDGE TO PREVENT DISTANCE 2. FIGURES ON THIS EMBEDMENT: SEE • SHEET ARE FOR WOOD FRAMING TABLE A, SHEET 1 P-HOOK MOUNTING ADAPTER WATER ILLUSTRATIVE WOOD ANCHOR TYP., INFILTRATION CONC./CMU a SEE ANCHOR NOTES ANCHOR.TYP., SEE PURPOSES ONLY.SEE EMBEDMENT: &TABLE A, SHEET 1 � 26 ANCHOR NOTES & TABLE A, SHEET 1 FOR SEE TABLE A, (ALSO SEE TYP. ': TABLE A,SHEET 1 ALL APPROVED SHEET 1 28 , :.=. . :;' SUBSTRATES. �ILLUSTRATION, SHEET 9) 1-1/4"MIN. EDGE DISTANCE EDGE DISTANCE: SEE _ EXTERIOR 3,SEE TABLS 1-3, TABLE A, SHEET 1 EMBEDMENT: SHEETS 6-8 FOR SEE TABLE A, REQUIRED P-HOOK 26 P-HOOK MOUNTING EXTERIOR SHEET 1 '` ,,':'ram ADAPTER CONC./CMU AND P-HOOK MOUNTING ADAPTER PHOOK WOOD ANCHOR TYP., (� '. `;, . .. ANCHOR TYP., SEE ANCHOR QUANTITIES. SEE ANCHOR NOTES V P-HOOK ANCHOR NOTES&TABLE &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) A, SHEET 1 ILLUSTRATION, SHEET 9 EDGE DISTANCE ) E P-HOOK FOR USE WITH FLAT SILL RISERS P-HOOK FOR USE WITH ANY SILL RISER PARTS#18 #20 #22 OR*24, Jc PARTS#18 #24 #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 ADAPTER CONC./CMU NOTE 4, SHEET 1; EMBEDMENT: SEE CONCRETE OR ADAPTER SMS TABLE A, SHEET 1 ANCHOR TYP., SEE MIN. OF 3 THREADS TABLE A, SHEET 1 ANCHOR TYP., SEE CMU PER TABLE ANCHOR NOTES&TABLE A, SHEET 1 :. ,, ': 'a::;, ; -`: BEYOND THE METAL ANCHOR NOTES A, SHEET 1 SUBSTRATE 28 &TABLE A, SHEET 1 (ALSO SEE TYP. EMBEDMENT: ,. �. I.�.;�•�• ;.', (ALSO SEE TYP. ILLUSTRATION, SEE TABLE A, "`' '•;. ILLUSTRATION, SHEET 9) 28 EMBEDMENT: � SHEET 9) SHEET 1 ••, ,. =. • �.. SEE TABLE A, EDGE DISTANCE: SEE SHEET 1 TABLE A, SHEET 1 j 1-1/4"MIN. EDGE DISTANCE 11 30 30 P-HOOK SMS ANCHOR TYP., P-HOOK CONC./CMU SEE ANCHOR NOTES EXTERIOR EXTERIOR as o pi)ing wio # ANCHOR TYP., SEE V dig cow ANCHOR NOTES &TABLE &TABLE A, SHEET 1 �/ AccepEtpitance Dag; , ptance No ` e� o4, z _ (ALSO SEE TYP, 2.693"MIN. A SHEET 1 ILLUSTRATION, SHEET 9) 2.693"MIN, EDGE DISTANCE (ALSO SEE TYP. EDGE DISTANCE . ILLUSTRATION, SHEET 9) P-HOOK FOR USE WITH BOX SILL RISERS P-HOOK FOR USE WITH BOX SILL RISERS Kw PARTS#19 #21 #23 OR#25 Kc PARTS#19 #21 #23 OR#25 METAL INSTALLATION EXTERIOR CONCRETE INSTALLATION EXTERIOR ' (SEE TABLES 1A, 2A&3A MOUNT (SEE TABLES 1A,2A&3A MOUNT FOR WATER RATINGS) ONLY FOR WATER RATINGS) ONLY tIc• 58705 jo � _ �IWATIE O 1070 TECHNOLOGY DRIVE N.vENICE,FL34276 ANCHORAGE DETAILS (941)480-ss00 r;' '/r�'....... i�\�. Rom,, REGISTRATTQN SERIES 77® U . S - I -L 1 i 1 Jft 03/26/20 ® NO CHANGES THIS SHEET Catwecdkod R sdz suer Na Rey: A.LYNN MILLER,P.E. JR OW0114 ® GD-77o mvwoo NTS 14 -f 22 PGTO129 D P.E.#58705 HEADER BLOCK TO HEADER ATTACHMENT EXTERIOR TO PREVENT ANY EXTERIOR-OPERABLE O HEADER PANEL FROM DISLODGING TO THE (3-TRACK SHOWN) EXTERIOR , INSTALL ONE HEADER BLOCKoolo / ' AT EACH INTERLOCK, ASTRAGAL AND l000000 ll P-HOOK INTO THE EXTERIOR TRACK OF THE 121 HEADER. TRIM THE SCREW COVER AS NEEDED, HEADER BLOCK 122 # 12" X 1 -3/4" SELF-DRILLING EXAMPLE : HEADER BLOCK PLACEMENT IN 4 SCREW, MIN . ( 1 ) REQUIRED 3-PANEL CONFIGURATION , OTHERS SIMILAR. EXTERIOR - - - - - - - - - - - - — _ _ _ _ _ _= _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - All HEADER MAX. UNIT -- MAX. UNIT WIDTH WIDTH : lo " . . . ; DETAIL 'A`, MAX . DLO NOM . PANEL WIDTH lo 777771 SHEET 18 ; � WIDTH INTERIOR TYP . PER TABLES 1 -3 INSTALLATION DETAILScm w"wooll'" ,ol) 'Aw' & 'Ad , PANEL PANEL EXTERIOR ' SHEETS 12 PANEL TYPE TYPE 7PA 900 & 13 TYPE 'QS' AS' 'A ' K CORNER DETAIL ' N2' , NOM . MAX . UNIT SHEET 19 & CORNER MAX , S PANEL / M' HEIGHT ANCHORAGE SHEET 11 ' PANEL ,; WIDTH TYP_ DLO PER ' HEIGHT SEE PER / HEIGHT TABLES INTERLOCK DETAIL SILL NOTE 2 TABLES 1 -3 1 -3 ' M' , SHEET 19 DETAIL 'D', r EXTERIOR INTERIOR SHEET 18 ; X X ' INSTALLATION X X JAMB DETAIL ' G3' , SHEET DETAILS 18; INSTALLATION DETAILS woo/Dw' & ' Dc' , L:: 'Gw' & 'Gc' , SHEETS 12 & 13 SHEETS 12 r 900 SILICONE uvmw & 13 EXAMPLE : 90 ' INSIDE CORNER , 4PANELS - XX/XX BY OTHERS scom plying jt ' ag Code Acceptance NOTES : # 10 X #8 X lit fe 1 ) SEE SHEET 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE , SEE DP/ANCHOR 1A /2" 00 PH SMS LL TABLES , SHEETS 6-8 FOR MAX. PANEL HEIGHT AND WIDTH , SEE SHEETS 18 & 19 FOR SECTION PH SMS pm"e cow" DETAILS AND SHEETS 12A4 FOR INSTALLATION DETAILS , I I I r r r I1 2 ) (1 ) LOCK (ITEMS 75 & 107- 110 ) AT EACH LOCKSTILE , LOCKING INTO KEEPER (ITEM 103 ) AT I , FRAME JAMB OR ASTRAGAL �� ?.�� " •YAW 3) PLEASE SEE APPLICABLE ASTRAGAL & INTERLOCK COMBINATIONS PER DP/ANCHOR TABLES . qC�� ' � � �� ' ��C� % PANEL CORNER FRAME CORNER loll loll N 58705 DLO WIDTH = NOM . PANEL WIDTH - 7" DLO HEIGHT = WINDOW UNIT HEIGHT - 10A25 DETAIL DETAIL PANEL HEIGHT = WINDOW UNIT HEIGHT - 1 . 866" = � '. �Z «� 0 Gi i`FlT 4U loll9070 7ECHNOLOGYDRlVE F� GRID A . N VLWICr= FE 3427b CHO G D AILS / L ELEVATION . Cl� . (949) 4804600 roc �l� CO1114AL R"Td By. DaW R RECISTtL4nQ{v 2szss SERIES 770 ALUM. SGD- I D® - L I JR 03/26/20 D NO CHANGES THIS SHEET. �m c t ® s A. LYNN MILLER, P.E. JR aft* 14 SGD-77D mwo NTS 15 of22 PGTO129 D P .E.# 58705 CONFIG . EXAMPLES INTERLOCK DETAIL FOR ALL DETAILS ON THIS SHEET, SEE NOTES ON SHEET 15 M', SHEET 19 OPERABLE JAMB DETAIL 'G3' , SHEET 18 ; (` ' �-INSTALLATION DETAILS ' Gw' & 'Gc' , SHEETS 12 & 13 IXED JAMB DETAIL 'G2', ASTRAGAL HEADER DETAIL 'A' , SHEET HEADER DETAIL 'A' , SHEET 18 ; DLO SHEET 18 ; INSTALLATION DETAILS ' L1 ' & 18 ; INSTALLATION DETAILS INSTALLATION DETAILS 'Aw' & 'Ac' , DLO JAMB DETAIL 'G3 SHEET SHEETS 12 & 13 WIDTH DETAILS 'Gw' & ' Gc', L2, SHEET 19 'Aw' & 'Ac' , SHEETS 12 & 13 -nrp 18; INSTALLATION DETAILS SHEETS 12 & 13 90Q ^� 'Gw' & 'Gc', SHEETS 12 & 13 t , m - PANEL PANEL PANEL PANEL °� m m TYPE TYPE TYPE TYPE PANEL PANEL PANEL PANEL ' R' ' L' ' D' 'A' APE TYPE TYPE TYPE O ° INTERLOCK DETAIL MAX• 'CS ' 'QS' MAX . ' M' , SHEET 19 / NOW / / UNIT / UNIT ' PANEL � � HEIGHT SILL DETAIL NOM . � � HEIGHT 900 OUTSIDE CORNER MAX WIDTH TYP . PER ' D' , SHEET / PANEL / PER DETAIL ' N1 ' , SHEET 19 & DLO PER SEE TABLES 18 , MAX . WIDTH TYP . / SEE TABLES CORNER ANCHORAGE TABLES 1 -3 NOTE 21 1 -3 INSTALL DLO PER NOTE 21 1 -3 SHEET 11 HEIGHT SHEET 15 HEIGHT SHEET 15 DETAILS TABLES INTERIOR Dw' & ' DC' , EXTERIOR O a x x SHEETS 12 a < NOM . PANEL & 13 X X X Xir WIDTH TYP. f ' PER TABLES SEE FRAME & MAX. UNIT WIDTH 1 -3 MAX . UNIT WIDTH PANEL CORNER SILL DETAIL ' D' , SHEET 18 ; MAX. UNIT WIDTH CONSTRUCTION EXAMPLE . OXXX INSTALLATION DETAILS DETAILS SHEET 15 2-TRACK) ' Dw' & ' Dd , SHEETS 12 & 13 EXAMPLE : 90 ° OUTSIDE CORNER - XX/XX (2-TRACK) JAMB DETAIL ' I1 ', SHEET 18 ; ASTRAGAL DETAILS 'L1 ' & INTERLOCK DETAIL 'M', SHEET 19 INSTALLATION DETAILS ' Iw' & L2 , SHEET 19 _1 INTERLOCK DETAIL 'M ', SHEET 19 lc' , SHEETS 12 & 13A HEADER DETAIL 'C' , SHEET �- HEADER DETAIL / 18 ; INSTALLATION DETAILS JAMB DETAIL ' H2' , SHEET P-HOOK DETAIL 'J ' & `K', SHEET B' , SHEET 18; 1. .� Cw' & ' Cc' , SHEETS 12 & 13 18 ; INSTALLATION DETAILS 19 ; INSTALLATION DETAILS "Jw', INSTALLATION JAMB TAI DE ' , SHEET 18 ; INSTALLATION 'Hw' & ' Hc', SHEETS 12 & 13 'Jc', ' Kw' & ' Kc' , SHEET 14 DETAILS ' Bw' & ' Bc' , DETAILS ' Iw' & ' Ic' , SHEETS 12 & 13 SHEETS 12 & 13 �— — MAX . UNIT WIDTH I — MAX . UNIT WIDTH -) PANEL PANEL PANEL PANEL i PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE TYPE TYPE TYPE TYPE ' R' ' L' ' M' ' F' i M ' ' F' ' F' P' MAX. MAX . UNIT NOM , w o i NOM . UNIT HEIGHT PANEL o 4 i / / PANEL / HEIGHT 09 cOMPI%` ag with the FlaAh hwuWhiPER WIDTH TYP . Lu Q i / / `�` w w I / / WIDTH TYP. / PER �g �s� r _ ° TABLES MAX. SEE PER Sc Q I SEE MAX. PER TABLES Expiration DareIwo I 1 -3 DLO NOTE 2 , VQU TABLES 1 -3 ° a OTE 2 , DLO TABLES 1 -3 1 -3 4 HEIGHT SHEET 15 j SHEET 15 HEIGHT t O X X X t X X X O OV LIMA, . III six EXAMPLE : O p SILL DETAIL ' E' , SHEET 18 ; EXAMPLE : O SILL DETAIL ' F', SHEET 18 ; o/ ✓ = * : N°• 5R705_ • INSTALLATION DETAILS 4_TRACK , INSTALLATION DETAILS (3JRACK, RIGHT POCKET) ' Ew' & `Ec`, SHEETS 12 & 13 BY- PASSE Fw' & ' Fc', SHEETS 12 & 13 - �° - � `I•10707ECHNOLOGYDRE % . � . . �S cTRE aVEJVI ��75 L ELEVATIONS ; * ' . G�;: 1 fi � , r �Rand B: Daft: pe� REGISYRA770N SERIES 770 ALUM. SG I" - L A `, T1RL JR 03/26/20 ® CORRECTED STACK ORDER ON CORNER, TOP VIEW s sn�r am A. LYNN MILLER, P.E. JR 02✓20114 c GD--77o mwow NTS 16 of 22 PGTO129 ® P .E.# 58705 /�@�' PANEL'S RIGHT STILE PE PANEL EL SINGLE SINGLE FIXED LOCKSTILE ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL INT CORNER EXT CORNER EXT CORNER INT CORNER EXT CORNER EXT CORNER INT CORNER �/ �+ INTERLOCK INTERLOCK BOX OUT BOX IN 90 LOCKSTILE 90 LOCKSTILE 90 RECEIVER 90 RECEIVER 35 RECEIVER 35 RECEIVER T I P E�7 OUT IN STILE W/HANDLE BOX OUT BOX IN Wl HANDLE W/HANDLE W/HANDLE W/HANDLE W/HANDLE W/HANDLLE18 90 RECEIVER W/HAND 31 W/HANDLE #120 #119 #61 #118 #61 Qi61--'— SINGLE INTERLOCK OUT (eoXoan7 SINGLE iNT IN {eC ( CRLOCK ) FIXED STILE Poxom PDX" LOCKSTILE W/HANDLE (BJM (BJ ) W ASTRAGAL BOX OUT LR PANEL NOTES: W/HANDLE (BOA;Ouy) 1. SEE DP TABLES 1-3, SHEETS 6-8 FOR PANEL E-- ASTRAGAL SIZES& DESIGN PRESSURE. w Box IN =CE3r N LEFT Z�l INTERIOR RIGHT 2. PANEL TYPES NOT SHOWN OR CROSSED OFF W/HANDLE (Boxtv) ,i PANEL cm PANEL ARE NOT REQUIRED FOR ANY CONFIGURATIONS F-- ASTRAGAL STILE ff:D��Jl�EXTaRIOR STILE AND ARE NOT AVAILABLE. BOX OUT �/ 3. 90°ASTRAGALS TO USE HEAVY-DUTY STILES (BOXOut) (BOXOUT) (#61), CORNER RECEIVER(#118)AND EITHER jr I PANEL"E"SHOWN. SEE TABLE FOR OTHER PANEL TYPES AND (L ASTRAGAL EXTERIOR(#119)OR INTERIOR(#120)CORNER W Box IN APPLICABLE STILE/ASTRAGAL REQUIREMENTS. ASTRAGALS. (BOXIN) (BOXHV) 4. 135°ASTRAGALS TO USE HEAVY-DUTY STILES INT CORNER 90 LOCKSTILERT Cl (#61)AND CORNER ADDON (431). _I W/HANDLE #120 232" W EXT CORNER SILL RISERS OPTIONS �� _232" �� 90 HANDLE LOCKSTILE .232" EXTERIOR W!HANDLE#1i9/t � �'� �� EXTERIOR � .062" EXT CORNER#61 EXTERIOR I F 232 EXTERIOR 062" 4.055" 90 RECEIVERT CS .062" 3.305" W/HANDLE #118 2.555" INT CORNER*#61 1.567"W REC HANDLERAT AS D " 062" _j W/HANDLE EXT CORNER #118 SILL RISER,F - SILL RISER, FLAT SILL RISER, FLAT SILL RISER, FLAT 90 RECEIVER 18* „ 20 22 24 „ #61 FLUSH, 1-1/2 LOW, 2-1/2' MEDIUM, 3-1/4' HIGH,4 r - h EXT CORNER #31 .750" tom_ .750" guiding Code '�( �(s� 135 RECEIVER I EXTERIOR A `e mn Na AN a W/HDLE f-Qr EXTERIOR EXTERIOR .750" EXTERIOR .062" a! INT CORNER #31 062 906 G 4.055" 35 RECEIVER .062` 3.305" W/HANDLE #61 062" 2.555" ` 1.5671, � �O oc 99SILL RISER, BOXI. SILL RISER, BOX SILL RISER, BOX SILL RISER, BOX •' C� ' FLUSH, 1-1/2" 21 LOW, 2-1/2" 23 MEDIUM, 3-1/4" 25 HIGH,4" ¢, :` No, 53705 *NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS, SEE SHEETS 6-8 — '• 1070TECHNOLOGYDRNE Cam'- STATEOF 44) At.MWE,FL 34275 PANEL TYPES (947)480-tom cS REGISTPAnOIV#29296 SEMES 770 ALUM. G l -L I �'��"l UN 0:"I ll JR 03126120 D NO CHANGES THIS SHEET. law A.!L4M MILE�R3\,P.E. JJR �0114 cx a ® SGD-770 IWNDOIAA NTq I or 22 PGTO129 D P.E.#58705 ASSEMBLY DETAILS 106 FULL PANEL JAMB LENGTH (SEE SHEETS 12- 14 FOR FOR INSTALLATION DETAILS) 60 OR 61 105 LOCK PART 17 FULL LENGTH 14 75 & 107-110 60 OR 61 14 106 OF JAMB 5 G3 60 OR 61 16 5 E 60 OR 61 2-TRACK JAMB G1 2-TRACK JAMB (SHOWN 5 SEE DETAIL G1 6" LONG CLIP # 105 WITH FOR FIXED 10 W/ RETAINER # 106 80 5 OPERABLE PANEL CLIP LOCK 107-110 PART 75 & 113 MID PAN (SHOWN WITH PANEL) FIXED PANEL TO LOCK PART SEE DETAIL G2 5 THE INTERIOR ) EXTERIOR 103 113 75 & 107A10 103 FOR FIXED 5 60 OR 61 EXTERIOR PANEL CLIP 103 J"L14 N/ 15 " 123 5 112 16 17 FALL LENGTH G2 40 G4 60 OR 61 #10 X 3141S OF JAMB 2 -TRACK JAMB 2-TRACK JAMB EXTERIOR EXTERIOR EXTERIOR EXTERIOR SMS , X 3 51 52 t/ CLIP #80 OR #105 W/ SCREEN 6" LONG W/ RETAINER # 123 3-TRACK JAMB 3-TRACK JAMB 4-TRACK JAMB 4-TRACK JAMS @ 60 (SHOWN WITH H1 (SHOWN WITH H2 (SHOWN WITH e (SHOWN WITH 12 (SHOWN WITH MIDSPAN FIXED PANEL TO OPERABLE PANEL ) FIXED PANEL TO FIXED PANEL TO OPERABLE PANEL ) EXTERIOR 60 OR 61 THE EXTERIOR ) 53 THE EXTERIOR ) THE INTERIOR ) EXTERIOR 121 SEE DETAIL ON SHEET 15 121 SEE DETAIL ON SHEET' 15 i21 SEE DETAIL ON SHEET 15 2 112 3 4 45 5 113 5 113 5 52 51 69 69 EXTERIOR EXTERIOR EXTERIOR 53 a SHOWN OP T. SCREEN WITH A FRAME HEADCREEN 3TRAGK 4JRACK MAX , UNIT B FRAME HEAD. O FRAME HEAD HEIGHT PER TRACK TABLES 1 -3 53 69 69 69 52 51 EXTERIOR EXTERIOR 72 OR 73 as �aaa"plyin with t _ 72 OR 73 72 OR 73 • eg Code 46 113 11 9 11 10 zp1 m4 . 48 47 c 8 , EXTERIOR 112 113 113 cowkvA 5 i9tlli , fli 5 5 �k �O�6. . . Y Cs ! 2-TRAGK W/SCREEN E 3-TRACK ffi E 4-TRACK FRAME SILL eFRAME SILL FRAME SILL No . ,gf�,5 _ * ITEM 61 SHOWN , ITEM 60 ALSO APPLICABLE , SEE TABLES 1 -3 , SHEETS 6-8 FOR DP (PSF) ASSOCIATED WITH STILE . = C> S H E OZ- C7 �Q 1070 TECHNOLOGY DPJVE • • N. VENICE, FL 34275 VERTICALSECTION DETAILS (341) 4804600 TOW /S ` e��1L G~ `� RJR BY 0�26/20 ® NO CHANGES THIS SHEET REGISTRA770/ #29296 SERIF 770 `S d L. ' pay:, � r� � sheet mm A. LYNN MILLER, P . E. am= Bra R atam 4Checftd ® GD-770 [MNDOW �� 98 a 22 PGTO129 ® P .E.# 58705 ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 5 INTERIOR 7�— 61 113 118 jEXTERIOR 28 30 11 113 ji 27 63 103 62 111 63 60 OR 61 60 OR 61 65 29 142965 65 EXTERIOR 111 90° EXTERIOR , 62 EXTERIOR INTERIOR EXTERIOR P-HOOK FOR FLAT SILLS P-HOOK FOR BOX SILLS INTERIOR ( EXT. OR INT, MOUNT) K EXT, MOUNT ONLYto LOCK PART 60 OR 61 12E )� LOCK PART LOCK PART 75 & 107-110 75 & 107A 10 61 75 & 107-11 5 E e INTERLOCK 14 113 60 T 61 61 118 5 aa EXTERIOR J� EXTERIOR 113 11 v 113 103 119 � EXTERIOR 7 67 68 * ITEM #61 (HEAVY-DUTY 0 STANDARD ASTRAGAL #67 HEA 900 INSIDE STILE) SHOWN , ITEM 60 OUTSI WITH STANDARD STILES #60 @WIT HEAVY-DUTY STIILES#61 N1 2 TRACK DEOWN NER N2 2 TRACKS OWNER (STAN ARD STILE) AL SO EXTERIOR BOX ASTRAGAL SHOWN EXTERIOR BOX ASTRAGAL SHOWN APPLICABLE , SEE TABLES DP ( BOX-OUT) MAY ALSO BE INSTALLED (BOX-OUT) MAY ALSO BE INSTALLED 1 -3 , SHEETS FOR TOWARDS INTERIOR (BOX-IN ) TOWARDS INTERIOR ( BOX-IN ) (PILE ASSOCIAATED WITH STILES . 4 INTERIOR 31 LOCK PART 75 & 107-110 4 INTERIOR 5 5 4 INTERIOR 135 ° complying with theuIddin 9�� a 11 u code I - 14 5 61 32 re 61 32 -- ' _ EXTERIOR 61 � Itill ! ! I L ri LOCK PART 31 103 61 EXTERIOR 1 7 135 INSIDE CORNER 75 & 107-110 14 ° 02 2-TRACK SHOWN _ 1350 OUTSIDE CORNER = � Na 58705 , 01 2-TRACK SHOWN lC) . s�riT�rFZ1070TECH{NOLOOYDRIVE T Nm vEalcF FL 34275 HORIZONTAL SECTION IO DETAILS, CORNERS �, , ' F� OR ' o I�. . � \* Rend By Cat&* RmWom REGISTRA77ON 929M SERIES 770 ALUM. SG& WINDOW - L l ' i A/AL I 0 JR 03126120 D NO CHANGES THIS SHEET. I ex nam ® sex Mx A. LYNN MILLER , P.E. JR 0020/14 GD-770VVIMDOW 6alTS f9 22 PGTO129 D REM 58705 TABLE 4 : Item ®w9 PGT PGT PGT # Description Item DP�GTq. # PGT # Description NOTES : 1 17306 617306 2 TRACK HEAD 47 668 7SRAZ STANDARD ROLLER 1 ) ALL ALUMINUM = 6063-T6 48 668 7SRAX STANDARD ROLLER ST, STL. 2) ITEMS # 33-391 56-591 663 78 & 84-99 2 17303 617303 2 TRACK HEAD WITH SCREEN RAIL 49 4344 64344 SCREEN ASTRAGAL ARE NOT USED AND ARE NOT PART OF 3 17309 617309 3 TRACK HEAD 50 17349 617349 OXD SCREEN ASTRAGAL ADAPTER THIS APPROVAL, 4 17312 617312 44RACK HEAD 51 1692 61692 SCREEN SPLINE - . 165" 5 17314 617314 FRAME SCREW COVER 52 1694 61694 SCREEN SPLINE - . 150" 6 17317 617317 FRAME HEAD/JAMB ADD-ON 53 61816C20 SCREEN CLOTH 7 17304 617304 2-TRACK SILL 54 1725 1/2" X4" X 1116" SETTING BLOCK 55 1726 i " X 4" X 1/16" SETTING BLOCK 8 17301 617301 2 TRACK SILL WITH SCREEN RAIL 60 17325 617325 PANEL STILE 9 17307 617307 3-TRACK SILL 61 17326 617326 PANEL STILE (HEAVY DUTY) 10 17310 617310 4-TRACK SILL 62 17327 617327 INTERLOCK ADAPTOR 11 17313 617313 FRAME SILL TRACK INSERT 63 1225 6TP248 VINYL BULB WSTP . - THIN (INSIDE INTERLOCK) 12 17315 617315 FRAME SILL SCREEN ADD-ON (SEE. NOTE 3) 64 1729 71729 SILL END WEATHERSTRIP PAD 13 17316 617316 FRAME SILL SCREEN END ADD-ON (SEE NOTE 3) 65 17328 617328 INTERLOCK SCREW COVER 14 17305 617305 2-TRACK JAMB 67 17329 617329 ASTRAGAL 68E 617339 HEAVY DUTY ASTRAGAL 15 17302 617302 2 TRACK JAMB WITH SCREEN RAIL s9 617324 TOP a BOTTOM RAIL 16 17308 617308 3-TRACK JAMB 70 417350 WEATHERSTRIP EXTENSION (INJECTION MOLDED) 17 17311 617311 4TRACK JAMS 71 71695 1 - 1/2" X 1 " X3/4" HIGH FIN SEAL DUST PLUGS 18 17322 617322 SILL RISER - FLAT, FLUSH, 1 -1 /2" 72 78153X TANDEM ST, STL, ROLLER ASSY, 19 17319 617319 SILL RISER - BOX, FLUSH, 1 -112" 73 8153 78153N TANDEM NYLON ROLLER ASSY , 20 17321 617321 SILL RISER - FLAT, LOW, 2A /2" 74 SILICONE DOW-7911 899 , 983, 995 OR GE-7700 21 17318 617318 SILL RISER - BOX LOW, 2-112" 75 8185 78185X GEMINI MORTICE 3-PLY DUAL LOCK WILONG TRIM PLATE 22 17355 617355 SILL RISER - FLAT, MEDIUM , 3A /4" 76 71032X1FPFX #10-32 X 1 " FL. SS SCREW WJ TYPE "F" TIP 77 7103239 10-32 STEEL ZINC U-NUT 23 17354 617354 SILL RISER - BOX, MEDIUM , 3-1 /4" 79 17357 617357 1 " IG BEAD 24 17323 617323 SILL RISER - FLAT, HIGH, 4" 80 17359 617359 7/ 16" BEAD / FIXED PANEL CLIP 25 17320 617320 SILL RISER - BOX, HIGH, 4" 81 17360 617360 9/16" BEAD 26 17333 617333 POCKET P-NOOK 82 1224 6TP247K VINYL BULB WEATHERSTRIP 27 7070 67070 NEOPRENE BULB WSTP FOR P-HOOK 83 61745 1745 LOWE INC, 1/2" X 1 /16" SGL, SIDE ADH, TAPE , POLYETH. 100 8052 48052 ROLLER ADJ. HOLE PLUG 28 17334 617334 POCKET P-HOOK MOUNT 101 72087 JAMB BUMPER 29 17335 611335 P-HOOK COVER 102 1696 71696 DUST PLUG 30 17348 617348 POCKET P-HOOK FOR BOX RISER 103 8186 78186X 1 " KEEPER 31 17378 617378 135 CORNER 104 653 7SDKEEP SCREEN LOCK KEEPER 32 17376 617376 135 FIXED MOUNT 105 17344 617344 FIXED PANEL CLIP - 6" LONG ITEMS 40-53 ARE SCREEN PARTS: 106 17352 617352 FIXED PANEL RETAINER - 9/ 16" 40 4319 612258 SCREEN SIDE RAIL - LOCKSTiLE 107 1739 71739 HANDLE KIT INTERIOR RAISED WITH THUMB TURN 41 7LOCKWGSK SCREEN LOCKSET 108 1740 71740 HANDLE KIT - RAISED EXTERIOR HANDLE 109 1731 78162SN HANDLE KIT - RECESSED INTERIOR WITH THUMB TURN 42 41818 SCREEN KEEPER SPACER SET 110 1732 78178 HANDLE KIT - RECESSED EXTERIOR PULL 1 43 8152 68152 SCREEN INTERLOCK ADAPTER III 710X34PPSDAX #10 X3/4 ' PH, PN . TEK - S . S . c owplying with the MOO& 44 4428 64428 SCREEN DOUBLE INTERLOCK 112 1235 67S16 WSTP , .270 X . 170 - FIN SEAL kod1mg Code 45 4317 612256 SCREEN TOP RAIL 113 1712 64066 . 187" X .230" FINSEAL &� . t� 46 4318 612257 SCREEN BOTTOM RAIL 114 710X115PPX #10 X1 -1 /2" 115 710XPPT #10 X1 " TABLE 5 : 116 720XIX #14-20 X1 " S .S . Material Min, Fy Min, Fu 117 720X112X #14-20 X `IA /2" S . S . ' #12 Steel Screw 92 ksi 120 ksi 118 17336 617336 90 DEGREE CORNER RECEIVER �� L N � #12 1 &8 Screw 60 ksi 95 ksi i < '. i 119 17337 617337 90 DEGREE OUTSIDE CORNER ASTRAGAL ` �� , ` tGEIVJ� #12 410 Screw 90 ksi 110 ksi 120 17338 6117338 90 DEGREE INSIDE CORNER ASTRAGAL Q 1/4" DeWalt/Elco Aggre-Gator® 57 ksi 96 ksi 121 19042 419042 HEADER BLOCK - z_ , No . 58705 1 /4" Elco UltraCoMD 155 ksi 177 ksi 1 /4" DeWalt UltraCon+® 148 ksi 164 ksi 122 712175FPTX HEADER BLOCK SCREW, #12 X 1 -3/4" PH. PH. TEK - S . S. r(o! 1 /4" 410 SS DeWalUElco CreteFlex® 127 .4 ksi 189 123 17352 617352 FIXED PANEL RETAINER, 7/8" .7 ksi (%6063-75 Aluminum 16 ksi 22 ksi 1070TECHNOLOGYDR/VE Ct,� A36 Steel 36 ksi 58 ksi N. VENICE, FL 34275 PARTS LIST �/ �sS , 4Ok�0 •��\�� Gr. 33 Steel Stud 33 ksi 45 ksi (�1) 1-few " Twx per Pj02&011q4j as REcrsTR,anoN9ass SERIES e 70 , SCUD- I + - L l JR3/26/ /] ADDED BACKBEDDING & MATERIAL PROP. TABLE sc srm®r Ida ' A. LYNN MILLER, P. E. Drawn JR �� ® GD-770 WIND04V NITS 1 20 of 22 PGT® 729 ® P . E.# 58705 5 . 060" 8 . 562" -�-j 1 . 36" 0 . 080" f 1 . 872" 1 .211 " 0 . 081 " 1 . 019" 0 . 062" 0 . 081 " �2-TRACK HEAD � 0 4-TRACK SILL 0 . 081 " TSCRIEEN(6063-T6 AL) (6063 -T6 AL) 40 LE 61198" (6063-T6 AL) 6 . 198" 6 . 526" 5 . 069" 0 . 080" � � 1 . 045" 1 .211 " 1 . 505" 1 . 993" 0 . 062" 0 . 081 " 2-TRACK HEAD W/ SCREEN TRACK 3-TRACK SILL (6063-T6 AL) (6063 -T6 AL) 14 ( -TRACK JAMB 45 SCREEN (6063 -T6 AL) TOP RAIL (6063-T6 AL) 7 . 105" 2-TRACK JAMB W/ 6 .221 " -� I 15 SCREEN TRACK 0 . 080" (6063-T6 AL) 1 . 36" Cj 0 . 875" 1 .211 " 1 . 505 " id A i::1 1 . 36" 74 Eft 1 . 993" 0 . 062" 0 . 081 n3 3-TRACK HEAD �8 2-TRACK SILL W/ SCREEN TRACK (6063-T6 AL) (6063-T6 AL) O ' 081 SCREEN 46 BOTTOM RAIL (6063-T6 AL) . 9 . 142" 4 .49" ) 0 . 081 " 0 . 080" ksv 1 .211 „ 1 . 505" 7 . 105" " f 9 . 141 " 0 . 081 " 4-TRACK HEAD O7 2-TRACK SILL (6063-T6 AL) (6063-T6 AL) f -� 1 . 514" 0 . 060" d udiwag 0 . 532" 0 . 760" 0 . 060" 1 . 516" 1 . 990" In yyifltl ; J OFRAME HEAD/JAMB SCREEN FRAME SILL SCREEN FRAME SILL SCREEN �� ELAY f-` ' N/1v ADD-ON 1z ADD-ON BEND ADD-ON 3-TRACK JAMB (6063 -T6 AL) (6063-T6 AL) (6063-T6 AL) a (6063-T6 AL) REQUIRES MIN . #10 SMS REQUIRES MIN . # 10 SMS _= VV N0 • 53705 � OR 3/16" MASONRY OR 3/16 " MASONRY 17 4-TRACK JAMB //;; <C. ANCHORS @ 24" MAX. Q. C . ANCHORS @ 24" MAX. O . C . (6063 -T6 AL) _ ; t �( IV TE F 44 9070 TECHNOLOGY 1?RIVc �1 T Li EXTRUS SEE SHEET 17 FOR SILL RISERS . N ( �s0 VENICEvL34 75 eONS ' �`��S FcG� f � f' ��� �\ RwadBrV Dom: Re% REolsTt notm zs29s SE6�/ S 770 �L (1 - 1 - L / rrff�fy � yy ' y JR 03/26/20 ® NO CHANGES THIS SHEET SaImMadats A. Rau A. LYNN MILLER, P.E. Dnnm sy, Data: Chaff Dew JR 02/20114 6L? 770 Vi?1dDOVN TJ 21 of 22 P�sT® 729 ® P.E .# 58705 0 ,718" 0 . 83 " }-�-" 3. 802" " 0 , 752 0 .752" __ 3 . 802" 2 . 304 0 . 885" Ti 0 . 574" 0 , 796" _ 1 . 163" � 0 . 062 0 . 080" LTC O .Q62" 0 .264" 0 . 233" 0 . 062 FRAME SILL 0 . 075" P-HOOK MOUNTING P-HOOK SCREW QSCREW COVER 8TRACK 0P-HOOK 28 ADAPTOR 2s COVER 0 . 080" 3o P-HOOK FOR BOX RISER (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063••T6 AL) (6063-T6 AL) (6063 -T6 AL) 4" , 155" 4 �` 2 , 30" 1 .488" 1 . 739" j 0 . 080" 0 . 830" 0 . 062" 1 ,600 0 . 133" 1 . 600 0 . 062" 1 . 303" . 080 1 . 870 1 . 888" 0. 325" 016" 1 . 974 2 .44" 3 . 125" 3 , 125" 0 . 062" INTERLOCK INTERLOCK 31 1350 CORNER 32 1350 FIXED MOUNT so STANDARD STILE 61 HEAVY DUTY STILE 62 65 (6063J6 AL) (6063J6 AL) (6063-T6 AL) (6063-T6 AL) ADAPTER SCREW COVER (6063 -T6 AL) (6063J6 AL) 3 . 979" 3 . 979" 4 . 125" 1 . 050" 1 . 050" 1 . 050" 0 . 075" 0 . 075" 1 . 645" 1 ,645" 0 . 062" 1 . 304" 289" 611 " A85" Q45" 3 . 25 . 045" , 045" ( -� 0 . 12511" 0 .281 " GLAZING 7/16" GLAZING 9116" GLAZING ss ss 67 STANDARD ASTRAGAL HEAVY DUTY ASTRAGAL TOP/BOTTOM RAIL 79 BEAD (I . G . ) ao BEAD , FIXED SBEAD (6063-T6 AL) (6063 -T6 AL) (6063-T6 AL) (606346 AL) PANEL CUP (6063-T6 AL) (6063J6 AL) 1MY PANEL 4' ---- 5 .621 " 0 . 757" Q . 08Q" 0. 050" 105 FIXED L CLIP 0 . 709" 2 , 893" Q. 133" AoftR ' (6063J6 AL) 1 ,498 " 0 . 133" 1 .498" . I = $ Z 0 , 0 , 080„ . 550" - morU63 4„ ` TIld tttill , 0 . 709" 123 FIXED PANEL 5 .621 " L. YNAl RETAINER, 7/8" � 20 900 INSIDE CORNER ASTRAGAL `��� j 0 . 080 -ill (6063J6 AL) 1 � 9 90 OUTSIDE CORNER ASTRAGAL (6063-T6 AL) (6063J6 AL) o . 58705 BFIXED PANEL 118 900 CORNER RECEIVER _= ` RETAINER , 9/16" (6063-T6 AL) _ (6063-T6 AL) - _ tTEF 1070 TECHNOLOGY DRIVE d N. VENICE, FL U275 EXTRUSIONS �, � (941) 4864600 �r� � �` J l hd Revsd BY•• Damn ROMWcom REGISTRA77ON &V296 SERIES 770 ALUM. SGDamdrWINDOW ' I- I AlLYNPI1MILLER, P.E. JR 03/26/20 D NO CHANGES THIS SHEET. T spa APR fir ?no om mm 8y. adw cxwdcse D� JR 02120114 GD 770 6�i/INDC?VY IV7'S 22 f G7Q129 D P .E.# 58705