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Home My WebLink AboutSGD770NOA MIAMI-DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) 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"SGD-770"Aluminum Sliding Glass Doors w/90"& 1350 corners—L.M.I. APPROVAL DOCUMENT: Drawing No. PGTO130 Rev D,titled"Series 770 Alum. SGD-LM Impact", sheets 1 through 22 of 22,dated 10/10/14 and last revised on 04/22/20,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 Limitations: 1. Max eight(8)panels configuration unit is allowed,having max nominal panel size not to exceed tested height& width per tables 1 thru 3. See sheets 6, 7 and 8 for Design Pressures (DP),glass types, Sill type for Positive DP limits,applicable Standard or Heavy-Duty parts and anchorage requirements. See Typ. Installation in sheet 10 for straight configured units, sheet 11 for corner units and sheet 14 for pocketed units. Pockets&Egress requirements to be reviewed by Building official. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and 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 renews NOA# 19-1126.03 and consists of this page 1 and evidence pages E-1,E-2,E-3 &E-4,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. MIAMI-DADE COUNTY "[h h�S NOA No.20-0429.09 Expiration Date: February 17,2025 Approval Date: October 15,2020 Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous approvals under file#15-1013.15 A. DRAWINGS 1. Manufacturer's die drawings and sections (submitted under files See below) 2. Drawing No. PGT0130, titled"Series 770 Alum. SGD—LM Impact", sheets 1 through 22 of 22, dated 10/10/14, with revision A dated 10/08/15,prepared by manufacturer, signed and sealed by 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 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) 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading 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 Reports No.: FTL-5980-R, FTL-6001-R and FTL-6015-R, which have been revised and reissued on 12/29/09, all signed and sealed by Julio Gonzales, P.E. (Submitted under NOA No. 09-0826.10) 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 FTL-7897 (cardinal spacer)per TAS 201, 202 & 203-94, issued by Fenestration Testing lab (Test report submitted under file#15-0430.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5t'Edition (2014), dated 01/30115, 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). 7 I . L 4,1,) Ishaq I.Chanda,P.E. Product Control Unit Supervisor NOA No.20-0429.09 Expiration Date: February 17,2025 Approval Date: October 15,2020 E- 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 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, complying with FBC-5th Edition(2014), dated October 8, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. G. OTHERS 1. Notice of Acceptance No. 14-0128.11, issued to PGT Industries, Inc. for their Series "SGD-770" Aluminum Sliding Glass Doors w/90° &135° corners -L.M.I. expiring on 02/17/20. 2. Evidence submitted under previous approvals under file#16-2609.06 A. DRAWINGS 1. Drawing No. PGT0130, titled"Series 770 Alum. SGD—LM Impact", sheets 1 through 22 of 22, dated 10/10/14, with revision B dated 05/05/16, 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, 06/07/16 and 06/20/16, all signed& sealed by Idalmis Ortega, P.E. C. CALCULATIONS (Submitted under previous NOA) 1. None. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-511 Edition (2014), dated October 8, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Test proposal No. 16-0152 dated 03/09/16 approved by RER. G. OTHERS 1. Notice of Acceptance No. 15-1013.15, issued to PGT Industries, Inc. for their Series "SGD-770" Aluminum Sliding Glass Doors w/90° &135° corners -L.M.I., expiring on 02/17/20. Ishaq I.Chanda,P.E. Product Control Unit Supervisor NOA No.20-0429.09 Expiration Date: February 17,2025 Approval Date: October 15,2020 E-2 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. Evidence submitted under previous approvals under file#17-0420.12 A. DRAWINGS 1. 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. None. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with 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"Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. F. STATEMENTS 1. Statement letter of conformance with FBC-6th Edition (2017), dated 08/10/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 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., expiring on 02/17/20. 4. Evidence submitted under previous approval. A. DRAWINGS 1. Drawing No. PGTO128 Rev C, titled"Series 670 Alum SGD-Non-Impact", sheets 1 through 22 of 22,prepared by manufacturer, dated 02-02-14 and last revised on 11/22/19, signed and sealed by Lynn Miller, P.E. C. CALCULATIONS (submitted under file#17-0420.12) 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. 17-0808.02 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 to FBC 2017 (61h Edition) and letter of no financial interest, prepared by PGT, dated 11/22/19, signed and sealed by Lynn Miller, P.E. G. OTHER 1. This NOA renews NOA # 17-0420.12, expiring April 07, 2025. Ishaq I.Chanda,P.E. Product Control Unit Supervisor NOA No.20-0429.09 Expiration Date: February 17,2025 Approval Date: October 15,2020 E-3 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. New Evidence submitted A. DRAWINGS 1. Drawing No. PGTO130 Rev D, titled"Series 770 Alum. SGD-LM Impact", sheets 1 through 22 of 22, dated 10/10/14 and last revised on 04/22/20,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 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.: FTL-7897,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-20-2107.2, PGT CA740 Alum. Outswing Casement Window (unit 8 in proposal) FTL-20-2107.3, 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 structural analysis, complying with FBC 7t' Edition (2020), dated 03/26/20, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-04, -09,-12 and -16. 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. 17-0808.02 issued to Kuraray America, Inc. for their"SentryGlas® (Clear and White) Glass Interlayers", expiring on 07/04/23. F. STATEMENTS 1. Statement letters of conformance to FBC 2020(7th Edition), dated 03/26/20, prepared, signed& sealed by Lynn Miller, P. E. G. OTHER 1. This NOA revises NOA#19-1126.03, expiring 02/17/25. Ishaq I.Chanda,P.E. Product Control Unit Supervisor NOA No.20-0429.09 Expiration Date: February 17,2025 Approval Date: October 15,2020 E-4 SERIES 770, IMPACT RESISTANT SLIDING GLASS DOOR TABLE A: Min. Anchor Frame Min. Edge Min. O.C. INCLUDING POCKETS & 900/1350 CORNERS Group Anchor Type Member Substrate Distance Distance Embedment or 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 3/8" 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: 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. A All Concrete (min. 2.22 ksi) 1-1/2" 3" 1-3/8" B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300. 1/4" DeWalt/E►co 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" 1-3/8" PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO Southern Pine (SG= 0.55) 9/16" 7/8" 1-3/8" CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE #12 Steel SMS (Gr. 5) 6063-T5 Aluminum 3/8" 9/16" 0.071" (20 Ga) CURRENT FLORIDA BUILDING CODE. FOR ANCHORAGE DETAILS SEE SHEETS 6-14. B (min.of 3 threads All A36 Steel 3/8" 9/16" 0.050" 4) SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE. beyond metal substrate) Gr. 33 Steel Stud 3/8" 9/16" 0.045" (18 Ga) 5) INSTALLATION SCREWS, FRAME SPLICES, FRAME AND PANEL CORNERS TO BE SEALED WITH All Concrete (min. 2.85 ksi) 1" 4" 1-3/8" NARROW JOINT SEALANT. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF 1/4" El UltraCon® Jamb/ P-hook Hollow Block(ASTM C90) 1" 6" 1-1/4" INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. C Head/Sill Concrete (min. 3 ksi) 1-5/16" 4" 1-3/8" 6) REFERENCES: ELCO ULTRACON, DEWALT ULTRACON+, DEWALT/ELCO CRETEFLEX AND 1/4" DeWalt Jamb/P-hook Concrete (min. 3 ksi) 1" 4" 1-3/8" 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. I I All Southern Pine (SG= 0.55) 1" 1" 1-3/8" 7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE All Concrete (min.2.85 ksi) 2-1/2" 4" 1-3/8" CURRENT FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 1/4" Elco UltraCon® Jamb/ P-hook Filled Block(ASTM C90) 2-1/2" 4" 1-3/4" 8) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER Jamb/P-hook Hollow Block(ASTM C90) 2-1/2" 6" 1-1/4" CURRENT FLORIDA BUILDING CODE,AS APPLICABLE. D Head/Sill Concrete (min. 3.35 ksi) 1" 4" 1-3/4" 1/4" 410 SS Jamb/P-hook Concrete min. 3.35 ksi 1" 6" 1-3/4" 9)TEST REPORTS: FTL-5980, FTL-5993, FTL-6001, FTL-6014, FTL-6015, FTL-6017, FTL-6022, FTL-6023, DeWalt/Elco ( ) FTL-6024, FTL-6025, FTL-6028, FTL-6031, FTL-6033, FTL-6036 AND FTL-7554 CreteFlex® Jamb/ hook Hollow Block(ASTM 9 2-1/2" 1" 1-1/4" Allll Southern Pine (SG= O 0.5555) 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, CHOOSE THE ANCHOR GROUP OF THE LOWEST LETTER FOR ALL TABLES IN THIS APPROVAL. Glass Description(Listed from Exterior to Interior) 2)ALL ANCHOR HEAD TYPES ARE APPLICABLE. Type 3)FOR THE MINIMUM STRENGTHS OF ANCHORS AND SUBSTRATES,SEE TABLE 5,SHEET 20. G3 7/16"Laminated: (2)Lites of 3/16'HS Glass with.090"PVB Interlayer 4)HOLLOW BLOCK VALUES MAY ALSO BE USED IN FILLED BLOCK APPLICATIONS. G3A 9/16"Laminated:(2)Lites of 1/4"HS Glass with.090"PVB Interlayer 5)ANCHORS MUST BE OF SUFFICIENT LENGTH SO THAT A MINIMUM OF 3 THREADS EXTEND BEYOND METAL SUBSTRATE. G4 7/16"Laminated:(2)Lites of 3/16"HS Glass with.090"SG Interlayer G4A 9/16"Laminated:(2)Lites of 1/4"HS Glass with.090"SG Interayer ANCHOR NOTES G5 1"Laminated I.G.:3/16"T Exterior Cap+3/8"Air Space+7116"Laminated; (2)Lites of 3/16"HS Glass with.090"PVB Interayer 1)FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY,USE G5A 1"Laminated I.G.: 1/4"T Exterior Cap+5/16"Air Space+7/16"Laminated; (2)Lites of 3/16"HS Glass with.090"PVB Interayer ONLY MIAMI-DADE COUNTY APPROVED ANCHORS.SEE TABLE A ON THIS SHEET FOR G6 V Laminated I.G.:3/16"T Exterior Cap+3/8"Air Space+7/16"Laminated; (2)Lites of 3/16"HS Glass with.090"SG Interayer EMBEDMENT,EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. G6A 1" Laminated I.G.: 1/4"T Exterior Cap+5/16"Air Space+7/16"Laminated; (2)Lites of 3/16"HS Glass with.090"SG Interlayer G7 7/16"Laminated: (2)Lites of 3/16"ANN Glass with.090"SG Interlayer 2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A,THIS SHEET. G7A 9/16"Laminated:(2)Lites of 1/4"ANN Glass with.090"SG Interayer 3)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2"THICK.PROPERLY G8 1"Laminated I.G.:3/16"T Exterior Cap+3/8"Air Space+7/16"Laminated; (2)Lites of 3/16"ANN Glass with.090"SG Interlayer SECURED, 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO G8A 1" Laminated I.G.:1/4"T Exterior Cap+5/16"Air Space+7/16"Laminated; (2)Lites of 3/16"ANN Glass with.090"SG Interlayer SOLID CONCRETE.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER. "ANN"=ANNEALED 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER "HS"=HEAT STRENGTHENED LOADS TO THE STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE "T"=TEMPERED GENERAL NOTES............. 1 RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD&TO BE "PVB"=.090"TROSIFOL®PVB BY KURARAY AMERICA,INC. EXAMPLE CONFIGS..........2-3 REVIEWED BY THE BUILDING OFFICIAL. "SG"=.090"SENTRYGLAS®BY KURARAY AMERICA,INC. GLAZING DETAILS............ 4,5 ANCHORAGE.....................6-14 4)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS DESIGN PRESSURE RATING IMPACT RATING DESIGN PRESSURES.......6-8 PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY SEE TABLES 1,2&3 ON RATED FOR LARGE&SMALL HAVING JURISDICTION. SHEETS 6,7&8 MISSILE IMPACT RESISTANCE INSTALL DETAILS..............12-14 ELEVATIONS..................... 15,16 5)IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT ti� LY NN REQUIRED.IF USED,NON-SHRINK,NON-METALLIC GROUT,MAX. 1/4"THICK&3400 CODES I STANDARDS USED: PANEL/SILL TYPES.........17 �0 •'"'""'• /�' � • 2020 FLORIDA BUILDING CODE(FBC),7TH EDITION CROSS SECTIONS............18,19 PSI MIN.,(DONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE _\GEN` � •' `8`__ '• l • 2017 FLORIDA BUILDING CODE(FBC),6TH EDITION PARTS LIST....................... 20 SILL THAT IS NOT TIGHT TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TOZ , e ASTM E1300-09 SUBSTRATE. IF SUBSTRATE IS WOOD,30#FELT PAPER OR MASTIC IS REQUIRED No. 58705 EXTRUSIONS.................... 21,22 BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS APPROVED BY THE • ANSI/AF&PA NDS-2018 FOR WOOD CONSTRUCTION • ALUMINUM DESIGN MANUAL,ADM-2015 AUTHORITY HAVING JURISDICTION. = y • AISI S100-16 1070TECHNOLOGYDRIVE r O' 441= • AISC 360-16 N.vENICE Ft 34275 GENERAL NOTES AND MAP STATE° \ (941)480-1500TNX RevsdBr. Dab%- ReNekm REGISMAnON#29298 SERIES 770 ALUM. SGD-LM IMPACT �'' '/ONA JR 03126120 � UPDATED TO FBC 2020,ANCHOR TYPE TABLE ! i\ orawney Date: ChedwdB. Date: 7n® � �x t;t� nrewmm�% Rer A.L/lyt�hl MILL EK�P.E. JR 10/la(14 SGD-770 NTS a 22 PGT0930 P.E.#58705 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 Aw A pXXXXp, pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION 1IN g PER TABLES 1-3 1 13 CAN BE OXXXp. PER TABLES 1-3 2)90° & 135° CORNER CONFIGURATIONS CAN BE A COMBINATION 1 w lils 1 OF ANY 2 STRAIGHT CONFIGURATIONS. 12 19 I � Jw Jc 1 Gc Jw Jc 1 w MAX. UNIT 13 / 14 14 I o a o MAX. UNIT 13 / 19 / 14 14 I o a o 3) FOR NOM. PANEL WIDTH, SEE TABLES 1-3. (EWYKHEIGHT / 14 14 i Q HEIGHT 19 14 14 i Q i w ti z / / 1 w U i "X"=OPERABLE PANEL, PER TABLES 1-3 i ti PER TABLES 1-3 1 Q - i o W l o w'w "O"= INOPERABLE PANEL, Ia4` 1Ra " "= POCKET POCKET I POCKET I co p DETAIL LETTER if s\ WOOD OR METAL INSTALLATION 1-PANEL L 1w 113 2-PANEL "c"=CONCRETE INSTALLATION CONFIGURATIONS CONFIGURATIONS 12 13 SHEET NUMBER MAX. UNIT WIDTH MAX. UNIT WIDTH DLO WIDTH = NOM. PANEL WIDTH-7" NOM. PANEL WIDTH � NOM. PANEL WIDTH DLO HEIGHT= DOOR UNIT HEIGHT-10.125" Aw Ac w c Aw Ac w c Cw Cc PANEL HEIGHT DOOR UNIT HEIGHT- 1.866" PER TABLES 1-3 1 13 12 13 PER TABLES 1-3 12 13 12 13 1 13 I I I 42 Gc 19 19 Jw Jc I Q 12 13 19 19 19 14 14 1 Q 1w 13 19 19 14 1c �ooW MAX. UNIT 12 13 19 19 19 14 14 io°�o MAX. UNIT 12 13 14 14 i 2 a u°-, HEIGHT I i a Co HEIGHT 19 19 i W w w PER 1 13 19 19 19 I W w w PER TABLES 1-3 /� I�''= I ~ TABLES 1-3 I ix a la POCKET I vwi � � � / POCKET I co --r\f----' —��---� 3-PANEL CONFIGURATIONS w c w Ec 4-PANEL CONFIGURATIONS 12 13 1 13 1 13 12 13 1 13 MAX. UNIT WIDTH MAX. UNIT WIDTH NOM. PANEL WIDTH Aw Ac w Bc Cw NOM. PANEL WIDTH 1 3 PER TABLES 1 PER TABLES 1-3 1 13 12 13 12 13 -3 c c IT_J��___� 1 13 I w c w 13 19 19 19 19 14 1c 1 ¢ 19 1 13 1 w 1 13 19 19 19 19 14 14I III I o w MAX UNIT 19 SEE MAX. UNIT Ic 1 j a° HEIGHT O1 0 NOTE HEIGHT 1 13 I Q a PER 19 2,THIS 19 19 19 19 PER TABLES 1-3 i s TABLES 1-3 o SHEET. \0 11 1 I i r IG� 19 �W , i a a` 0 IN POCKET I EXTERIOR rn 1 13 I 12 3 5-PANEL CONFIGURATIONS w w w CORNER, TYP. w No. 58705 1 13 12 13 12 13 1 13 (OUTSIDE CORNER SHOWN, INSIDE CORNER SIMILAR) ;.0 L7 z` 1070TECHNMOGYDRWE Qom'• STATE GF �44i� N.vFNlcE,t7 34275 EXAMPLE CONFIGURATIONS ;,�S, •'40RIL)�.. (941)480-1800 i R®vsdW. DO&L R REGISMAT10N#29296 SERIES 770 ALUM. SGD-LM IMPACT JR 03126120 D NO CHANGES THIS SHEET. W. Date. ® � sue: ° ^a0, R81 A.LYNN MILLER,P.E. &amJR 10/10114 SGD-770 NTS 2 22 PGTO130 0 P.E.#58705 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 Aw Ac w c w Cc 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 -��---i CAN BE OXXXp. 1W G3 19 19 *19 19 f19 14 14 Q 2)90° & 135° CORNER CONFIGURATIONS CAN BE A COMBINATION MAX. UNIT 1w 13 19 19 19 14 K4 I o Q o OF ANY 2 STRAIGHT CONFIGURATIONS. IC Iz HEIGHT, 1 13 19 19 19 / I Q� 96" OR 120" �w-zE- 3) FOR NOM. PANEL WIDTH, SEE TABLES 1-3. IU`= L °a w "X"=OPERABLE PANEL, POCKET I co "O"= INOPERABLE PANEL, _J � "p"= POCKET 6-PANEL CONFIGURATIONS w w c Fc 12 13 12 13 12 13 DETAIL LETTER MAX. UNIT WIDTH x w =WOOD OR METAL INSTALLATION "c"= CONCRETE INSTALLATION NOM. PANEL WIDTH Aw4c w Bc w SHEET NUMBER PER TABLES 1-3 12 13 1 13 1 13 w G Jw Jc I DLO WIDTH = NOM. PANEL WIDTH-7" 1 13 i f i 19 19 19 14 14 I Q DLO HEIGHT= DOOR UNIT HEIGHT- 10.125" I MAX. UNIT 1 13 19 19 19 14 14 I a4PANEL HEIGHT= DOOR UNIT HEIGHT- 1.866" HEIGHT 1 13 19 19 19 PER TABLES 1-3 i Lu Q ti w laa� POCKET I co 7-PANEL CONFIGURATIONS w c w w Fc 12 13 12 13 1 13 MAX. UNIT WIDTH - NOM. PANEL WIDTH Aw Ac w Cw c PER TABLES 1-3 12 13 12 13 12 13 I Gw Jw Jc I 12 13 19 19 19 19 19 19 t 14 14 I Q Kc IC M MAX. UNIT 1w 13 19 19 19 19 19 19 14 14 I o w jz o HEIGHT 12 13 19 19 19 19 19 19 I Q PER TABLES 1-3 I a w �� QN� LY COON/V jar / POCKET I \ ..... 8-PANEL CONFIGURATIONS w w c w F Nos7o5 1 13 1 13 1 13 - 1070 TECHNOLOGY DRIVE O • %ATE U N.VENICE,FL 34275 EXAMPLE CONFIGURATIONS %��`,' orlo P.•�'`��'� (941)460-1600 tme /5�� L �;`\t� RevsdBr. �: RaYbionx REG�srnanoN 29296 SERIES 770 ALUM. SGD-LM IMPACT r I I I I I I I �� JR 03126120 Q NO CHANGES THIS SHEET. s s Ro+ DramW. �. Chocked By. ® A.LYNN MILLER,P.E. JR 10110114 SGD-770 NT$ 3 a 22 PGT0930 /� P.E.#58705 GLAZING DETAILS (G3, G3A, G4, G4A, G5 & G5A) 7/16"NOW 7/16" NOW. 1"NOW. 3/16" HS GLASS 3/16" HS GLASS 3/16" HS GLASS .090" PVB .090" PVB .090"SG 3/16" HS GLASS 3/16" HS GLASS 74 3/16" HS GLASS 74 3/8"AIR SPACE 74 3/16"T GLASS 82 82 — 83 EXTERIOR 3/4" NOM. EXTERIOR 3GLNOS 124-127 3/4 NOM. BITE BITE GLASS EXTERIOR BITE 80 80 a 79 54 54 55 7/16" LAMINATED GLASS, TYPE G3 7/16" LAMINATED GLASS, TYPE G4 1" LAMINATED I.G. GLASS, TYPE G5 9/16" NOW 9/16" NOM. 1" NOM. 3/16" HS GLASS 1/4" HS GLASS 1/4" HS GLASS—-, 090" PVB .090" PVB .090" SG 3/16" HS GLASS 1/4" HS GLASS 74 1/4" HS GLASS 74 5/16"AIR SPACE 74 1/4"T GLASS 82 82 --F) 83 3/4" NOW. 3/4" NOW EXTERIOR EXTERIOR 3/4" NOW GLASS GLASS 124-127 GLASS a BITE a BITE BITE EXTERIOR x 81 81 < 4$: <:1 79 54 54 55 9/16" LAMINATED GLASS, TYPE G3A 9/16" LAMINATED GLASS, TYPE G4A 1" LAMINATED I.G. GLASS, TYPE G5A 11l11f Y LY d J'`f eee 0 ......... f GLAZING NOTES: . 5 No 5870 �. "ANN"=ANNEALEDz - "HS"= HEAT STRENGTHENED - T -TEMPERED SEE SHEET 15 FOR SPACER DETAILS. "PVB"= .090"TROSIFOP PVB BY KURARAY AMERICA, INC. ��N VEND FL�75 ° `�"' �TATI mow` "SG"= .090"SENTRYGLAe BY KURARAY AMERICA, INC. �� GLAZING DETAILS ��^� •[ORIQ�••. ' N Rmed Br Rev�fwrs tzEGIs7RAnav 2s2ss SERIES 770 ALUM. SGD-LM IMPACT JR 03/26/20 p NO CHANGES THIS SHEET. s� Ref _ i t nraaney checked ® A.LYN�II�A�1L P.E. JR 10/10/14 SGD-770 NT8 a 4 22 PGTO130 D P.E.#58705 GLAZING DETAILS (G6, G6A, G7, G7A, G8 & G8A) 1" NOW 7/16"NOW 1"NOM. 3/16" HS GLASS 3116"ANN GLASS 3/16"ANN GLASS .090"SG .090" SG 3/16" HS GLASS .090" SG 3116"ANN GLASS 3/8"AIR SPACE 74 3/16"ANN GLASS 74 3/8"AIR SPACE 74 3/16"T GLASS 3/16"T GLASS 82 83 83 3/4' NOM. EXTERIOR 3/4" NOM. 3/4' NOM. 124-127 GLASS a GLASS 124-127 GLASS BITE BITE BITE EXTERIOR EXTERIOR -f <�] a 79 80 79 54 55 55 1" LAMINATED I.G. GLASS, TYPE G6 7/16" LAMINATED GLASS, TYPE G7 1" LAMINATED I.G. GLASS, TYPE G8 1" NOM. 9/16"NOW 1"NOM. 3/16" HS GLASS 3/16"ANN GLASS .090" SG 1/4"ANN GLASS .090"SG 3/16" HS GLASS .090" SG 3/16"ANN GLASS 5/16"AIR SPACE 74 1/4"ANN GLASS 74 5/16"AIR SPACE r4�N 1/4"T GLASS 1/4"T GLASS 82 83 g3 3/4" NOM. 124-127 3/4" NOM. EXTERIOR GLASS GLASS 124-127 BITE BITE EXTERIOR 81 EXTERIOR 79 <�:l 79 54 55 55 1" LAMINATED I.G. GLASS, TYPE G6A 9/16" LAMINATED GLASS, TYPE G7A 1" LAMINATED I.G. GLASS, TYPE G8A .�, ..• y\CEFVS^F •�` r GLAZING NOTES: No. 58705 - "ANN"=ANNEALED "HS"= HEAT STRENGTHENED SEE SHEET 15 FOR SPACER DETAILS. _ v "T"=TEMPERED q aZa "PVB" 090"TROSIFOL PVB BY KURARAY AMERICA, INC. 10707ECHNOLOGYDRIVE O N". TATE E �� N.VENICE FL 34276 GLAZING DETAILS " •.Ft �t� .• � e "SG"_ .090" SENTRYGLASA BY KURARAY AMERICA, INC. (sa�)4eo�soo �,�5 G�� Revsd Br. Dam. Rewfsb-,: REGISTR4770N#29296 SERIES 770 ALUM. SGD-LM IMPACT `°`/ONA�y E°F �,�'� JR 03126120 p NO CHANGES THIS SHEET. s MD /iDrw&n OrDaa� ® A.LYNNI�LER,P.E. JR 10110114 SGD-770 NTS S or 22 PGTO130P.E.#58705 TABLE 1: TABLE 1A: Design Pressure (DP)and Anchor Quantities Required, Maximum DP for all sizes: 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 11 (May be limited by Table 1A) Sill Riser Height Door Unit Height re Design g (Flat orBox, see Table applies to Glass Types 3, 80" 84" 90" 96" Sheet 17) Pressure, psf 3A, 5, 5A, 7, 7A, 8&8A and 69-7/8" DLO 73-7/8" DLO 79-7/8" DLO 85-7/8" 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" + 60.0 A B C D A B C D A B C D A B C D High-4" + 60.0 17" 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 SEE NOTES 1-3 24" DLO Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 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+8 S 23" 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 30 DLO Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 v P-hook 6+7 6+7 6+7 6+7 7+8 1 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 1 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 c�a 36 DLO Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 d 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 I 35" 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 F- OH LENGTH I� E 42 DLO Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 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+8 CD Head/Si'41 If ll 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 = OI OH RATIO>_ 1 48" DLO Jamb 8 8 8 8 8 8 8 8 8 8 8 8 10 8 8 8 =O P-hook 6+7 6+7 6+7 6+7 7+8 7+8 1 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 1 7+8 7+8 FOR EXAMPLE ON USING TABLE, SEE SHEET 8. AJ NOTES: OH RATIO= OH LENGTH 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 3-1/4" 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= BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE(SEE DOOR UNIT HEIGHT-10.125" ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. PANEL HEIGHT= 5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. DOOR UNIT HEIGHT- 1.866" 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. 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 j Corner C� J `1�11RIIt1)�Ij Inside Corner j==LT=1 TOutside � Inside Corner Corner $°� . ��GEtds� SO Part#61(Stile) Part#61(Stile) — No. 58705 Part#60(x2) Part#60 Part#60 Part#60(Stile) Part#60 Part#118(Corner Part#119(Out.) Parts#31&#32 Part#61 = = Part#67(Astragal) Receiver) Part#120(In.) (Corn.&Fxd Mount) 10707ECHNOLOGYDRIVE a 0� . STATE OF N.�a�aa�1�75 DP AND ANCHORAGE ,,� c`0 .,c aR�p MW i/ /ONAL yeti Re REGISTRan0N#292s6 SERIES 770 ALUM. SGD-LM IMPACT `� JR 03126120 D NO CHANGES THIS SHEET. ct d � ® -W �° trey A.LYNN MILLER,P.E. Dram By. Daft JR 10110/14 SGD-770 NTS 6 °f 22 PGTO130 P.E.#58705 TABLE 2: Design Pressure(DP)and Anchor Quantities Required,(for all approved configurations on Sheets 2&3) Maximum DP for all sizes: +60/-60 For corner astragal 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, 80" 84" 90" 96" 102" 108" 114" 120" 6,6A, 7,7A, 8&8A and the 69-7/8"DLO 73-7/8"DLO 79-7/8" DLO 85-7/8"DLO 91-7/8" DLO 97-7/8"DLO 103-7/8" DLO 109-7/8"DLO Stile/Astragal Types shown below. Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group A B C D A I B C D A B C D A B C D A B C I D A B C D A B C D A B C D 17" 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 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 24 DLO Jamb 8 8 8 8 1 8 8 8 8 8 8 8 8 8 8 8 8 1 10 10 10 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+9 8+9 8+9 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 23" 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 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 30" DLO Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 10 10 10 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+9 8+9 8+9 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 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 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 36" DLO Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 10 10 10 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+9 8+9 8+9 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 u, 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 C4+1 C4+1 C4+1 C4+1 C5+1 C5+1 C4+1 C4+1 a 42 DLO Jamb 8 8 8 8 8 8 8 8 8 1 8 8 8 8 8 8 8 10 10 10 10 10 10 10 10 10 10 10 10 12 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+9 8+9 8+g 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 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 C5+2 C5+2 C4+2 C4+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 0 48 DLO Jamb 8 8 8 8 8 8 8 8 8 8 8 8 10 8 8 8 10 10 10 10 10 10 10 10 12 10 10 10 12 10 10 10 z 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 1 8+9 8+9 8+9 8+9 8+9 8+9 8+9 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 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 54" DLO Jamb 8 8 8 8 8 8 1 8 8 1 10 1 8 8 1 8 10 1 8 8 8 P-hook 6+7 1 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 Not available in these sizes 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 60" DLO Jamb 8 8 8 8 8 8 8 8 10 8 8 8 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+8 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. (+)DP DOOR UNIT HEIGHT-10.125" I (NEGATIVE PRES. UNCHANGED). SEE TABLE 2A. (Water Infiltration Rating) OH LENGTH I. 3)4", 3-1/4"AND 2-1/2"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2" 3: PANEL HEIGHT= SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. Sill Riser Height (+)Design DOOR UNIT HEIGHT- 1.866 (Fl 9 at or Box, see w � POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY Sheet 17) Pressure, psf = OH RATIO> 1 AN OVERHANG COMPLYING WITH THE CURRENT FBC (SEE ADJACENT DIAGRAM); THIS CONDITION IS Flush-1-1/2" see note 3 p o NOT RATED FOR WATER INFILTRATION. 4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. Low-2-1/2" + 46.67 5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. Medium-3-1/4" + 60.6 6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE High-4" + 60.0 OH LENGTH INSTALLED. SEE NOTES 1-3 OH RATIO= OH HEIGHT 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 @ 90'Astragal Lockstile @ 135'Astragal Lockstile @ 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-duty Stile Heavy-duty Stile Standard Astragal Inside g Outside Corner Outside Corner Corner 11111 T1 IV Inside ,ee Inside Corner Corner Outside Corner Part#61(Stile) Part#61(Stile) part#119(Out.) Part#61(Stile) N0. 58705 Part#61(x2) Part#61 Part#61 part#67(Astragal) Part#61 Part#118(Corner part#119(Ou Parts#31&#32 Part#61 - Receiver) (Corn. &Fxd Mount) _`O ''. t�4 1070 TECHNOLOGY DRIVE Q '. STATE OF I/V N.VENICE,FL W75 DP AND ANCHORAGE ; �` ''''4 0RI O P.. (941)480-1600TXW �, e i � e e AL RevsdW. MW R&W&t s REGISTRATION#29288 SERIES 770ALUM. SGD—LM IMPACT '''��I I i t ie JR 03126120 Q NO CHANGES THIS SHEET. �, new greed MO., ® sue: °i � Rom: A.LYNN MILLER,P.E. JR 10/10/14 SGD-770 INTSI'7 a 22 PGT0130 P.E.#58705 TABLE 3: _ TABLE 3A: 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 corner astragal anchorage on 900 or 135°corner units, see sheet 11 (May be limited by Table 3A) (Water Infiltration Rating) Door Unit Height Sill Riser Height Table applies to Glass Types 4,4A, 80" 84" 90" 96" 102" 108" (+}Design PP YP (Flat or Box, see 6, 6A, 7, 7A, 8&8A and the 69 7/8"DLO 73-7/8" DLO 79-7/8" DLO 85-7/9' DLO 91-7/8"DLO 97-7/8"DLO Sheet 17) Pressure, psf Stile/Astragal types shown below. Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Flush-1-1/2" see note 3 A I B I C D A I B I C I D A I B I C I D A I B C D A I B I C D A I B IC D 67 Design Pressure +A90.0 psf +/-82.5 psf +/-75.0 psf Low-2-3-1/1/2" +46..0 17" Head/Sill C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 !7+ +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 Medium-3-1/4" + 60.0 24 DLO Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 10 10 10 10 10 10 10 10 High-4" P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 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 1 8+9 SEE NOTES 1-3 Design Pressure +A90.0 Psf +/-82.5 psf +/-75.0 psf 3011 23" Head/Sill C4+1 C4+1 C4+1 C4+1 C4+1 I C4+1 I C4+1 I C4+1 C4+1 I C4+1 I C4+1 I C4+1 I C4+1 I C4+1 I C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 DLO Jamb 8 8 8 8 8 8 1 8 1 8 1 10 1 8 1 8 1 8 10 8 8 8 10 10 10 10 10 10 1 10 10 P-hook 6+7 6+7 6+7 6+7 7+8 7+8 1 7+8 1 7+8 1 7+8 1 7+8 1 7+8 1 7+8 7+8 7+8 7+8 7+8 8+9 8+9 8+9 8+9 8+9 8+9 1 8+9 8+9 Design Pressure +/-90.0 Psf +/-82.5 psf +1-75.0 psf 29" Head/Sill C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 WC4+1C4+1 C4+1 C4+1 C4+1 C5+1 C5+1 C4+1 C4+1 C5+1 C5+1 C4+1 C4+1 C5+1 C5+1 C4+1 C4+1DLO Jamb 10 8 8 8 10 8 810 8 8 8 12 10 8 8 12 10 10 10 10 10 10 10P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+87+8 7+8 7+8 7+8 8+9 1 8+9 8+9 1 8+9 8+9 8+9 1 8+9 8+9 8+9 8+9 8+9 8+9 B Design Pressure +/-90.0 psf +/-82.5 psf +/-75.0 psf I 42" 35" Head/Sill C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 OH LENGTH DLO Jamb 10 8 8 8 10 8 8 8 12 10 8 8 12 10 8 8 12 10 10 10 12 10 10 10 P-hook 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+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 Design Pressure +/--90.0 Psf See Note A ow. +/-82.5 psf +/-75.0 psf = 00 OH RATIO>_ 1 41" Head/Sill C5+2 C5+2 C4+2 C4+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C6+2 C6+2 5+2 C5+2 C6+2 C6+2 C5+2 C5+2 C6+2 C6+2 C5+2 C5+2 o DLO Jamb 10 8 8 j 8 12 10 8 1 8 12 1 10 8 1 8 1 14 12 8 11 8 14 12 10 10 14 10 10 1 10 0 P-hook 7+8 7+8 1 7+8 1 7+8 8+9 8+9 8+9 8+9 8+9 1 8+9 8+9 1 8+9 9+10 9+10 +10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 NOTE A: +/-90.0 PSF FOR GLASS TYPES 4, A, 6, 6A, 7A, 8&8A; +/-87.1 FOR GLASS TYPE 7 NOTES: EXAMPLE ON SHEET 9 OH LENGTH 1) POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4"SILL. OH RATIO= 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 = 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" MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA PANEL HEIGHT BUILDING CODE(SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. DOOR UNIT HEIGHT- 1.866" 4)SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. 5) DOOR 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 3, SEE SHEETS 21 &22 FOR PART DIMENSIONS AND SHEETS 18 & 19 FOR ASSEMBLY DETAILS. Interlock P-hook Lockstile @ Jamb Straight Astragal Lockstile @ 90°Astragal Lockstile @ 135'Astragal Lockstile @ 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-duty Stile Heavy-duty Stile Heavy-duty Astragal Outside Corner Inside Outside Corner Corner �`�ti �rttt Inside ,�`' �° LY / Corner Ou Inside Corner tside Corner Part#61(Stile) Part#61(Stile) _� 7 Part#61(x2) Part#61 Part#61 Part#61(Stile) Part#61 Part#118(Corner Part#119(Out.) Parts#31&#32 Part#61 tvc. 5�705 = Part#68(Astragal) Part#120(In.) Receiver) (Corn.&Fxd Mount) �.(,_// 1070 TECHNOLOGY DRIVE ° " '•, :(Ll ATE 0 N.VENICE,FL 34275 DP AND ANCHORAGE 'i \' '4 CRIO F.•° (941)A80-1600 .ny,. Rend B)r Date: RavisbmREG�srRnnonrs296 SERIES 770 ALUM. SGD—LM IMPACT / °'j I�NAL ki JR 03126120 D NO CHANGES THIS SHEET. � �, j&ftftjftPG R,,Dram6r. �. Checked no. ® A.LYNN MILLER,P.E. JR 10/10/14SGD-770 NTas 8 °f 22 T0130 P.E.#58705 NO FRAME "9+10" P-HOOK ANCHORAGE CONSISTS OF: SEE"C5"CLUSTER JAMB SEE C5 CLUSTER MAX. UNIT WIDTH SEE"C5"CLUSTER DETAILS SEE (9) P-HOOK ANCHORS, DETAILS, SHEET 10 SPLICE REQUIRED @ (PERPENDICULAR TO GLASS DETAILS, SHEET 10 FOR FOR ASTRAGAL NOTE, EXTERIOR PLANE)SEE TABLE 2, SHEET 7 REQUIRES"C6" SHEET 10 FOR INTERLOCK POCKETS INTERLOCK CLUSTER, SEE 24„ MAX. O.C. THIS AND 48"NOM. SHEET SEE POCKET 10 P-HOOK PANEL WIDTH DETAILS, SHEET 11 x x ( ) r------- _ x JAMB MOUNTING i —x x x x x x x x x x x xx x x x x x 6"MAX. INSTALLATION, ADAPTER i 6 MAX' ( x x x xxx x x x x x THIS SHEET ANCHORS MIDWAY i 1 '0' 3"MAX. &SHEET 14 BETWEEN P-HOOK I ( 4 PAIRS OF ANCHORS &AT 3" i i°1 x ANCHORS FROM TOP & x FRAME x 14"MAX.O.C. i ,o, ANCHORS 96" (TOTAL 8 BOTTOM 1 0 o UNIT 21"MAX. ANCHORS) 4.051" '8"MAX. TO OPENING i �'o 101 1 OI 1 0 ®= P-HOOK HEIGHT O.C. PER JAMB EDGE OF POCKET SEE 1 %a 1 1 I ANCHORS x x (SEE JAMB 1 Q I®I , , 14 MAX.O.C. INSTALLATION 1 o w off----A %B DETAIL DETAILS 'Jc' &'Kc', i '®' I p M o= P-HOOK BELOW) END PANEL SHEET 14& PART 1 m Q I 10 i I %� MOUNTING ANCHORAGE DETAILS'J' &'K', i � 1 j®j ,o, 3"MAX. ADAPTER x x 24 MAX' (2 ANCHORS} SHEET 19 FOR i ° i—�_®J II ANCHORS O.C. P-HOOK L---_ 6"_MAX. l x x "+2' ANCHORS x x x - - x x x xx xxx x ' `�xi END PANEL ANCHORAGE END PANEL x' x r x x x x x x x x x x x ' 6"MAX. ANCHORAGE(SEE ANCHORAGE ✓ x ' x x x x „+2" SKETCH BELO" ' SEE SKETCH BELOW) "+2" CENTERLINE ( 8"MAX.,TTY +2" +2' +2" ANCHORAGE ANCHORAGE ANCHORAGE ANCHORAGE ANCHORAGE OF PANEL 1 2.04" 24" MAX. EXAMPLE: 5-PANEL, 2 TRACK, 90' 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: ANCHORAGE EXAMPLE NOTES: NON-STRUCTURAL `l 1)APPROVED ANCHORS: SEE TABLE A, SHEET 1 END PANEL ANCHOR EXCEPTION,(°+1"ANCHORAGE ONLY): ANCHORS MAY BE ADDED I 2)ANCHOR LOCATION SPACING FOR ANCHOR DISTANCE TO NEXT EXTERIOR AS NEEDED TO ALIGN THE 1) L QUANTITIES SPECIFIED IN TABLES 1-3 SHEETS 6-8: CLUSTER TO BE HEAD OR SILL IF A SPLICE 48" CENTERLINE OF 24°O.C.OR LESS 21 C, OCCURS AT THE P-HOOK. NOM. • INTERLOCK HEAD&SILL: 8" MAX. FROM FRAME CORNERS. MAX. PANEL - SEE "C5"CLUSTER USE SPECIFIED CLUSTER FROM APPROPRIATE O.C. WIDTH DETAILS, SHEET 10 TABLES, SHEETS 6-8 AT EACH INTERLOCK AND CENTERLINE 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 "+2"ANCHORAGE INTERMEDIATE ANCHORS PER PANEL. CLUSTER IS OVER 24",OTHERWISE ANCHORS ARE NOT �f - I [III ADDITIONAL ANCHORS 24"O.C. MAXIMUM. REQUIRED AT THE MIDSPAN AS PER THE FIGURE ABOVE: 3.5" 6"MAX. 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 TRACK P-HOOK ANCHOR DETAILS ON SHEET 14. FRAME JAMB "+2"ANCHORAGE ANCHOR PAIR REQUIRES SEE"C5"CLUSTER END PANEL "C6" CLUSTER, SEE CENTERLINE DETAILS, SHEET 10 CENTERLINE ANCHORAGE • l DETAILS, SHEET 11 INTERLOCK FOR ASTRAGAL �OASTRAGAL (2 ANCHORS) g" 4.051" I 3.5" MAX. Ly 4. oe .. i -- - _ .. EXTERIOR � �CENTERLINE "+2"ANCHORAGE �CENTERLINE "+2"ANCHORAGE CENTERLINE No. 58705 I-�-- _ "� OF PANEL 3 OF PANEL 4 OF PANEL 5 o '� SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS t 12 � D ;441 ti 1070 TECHNOLOGYDRIVE ° ' 4C/�` N.VENICE,FLW75 ANCHORAGE SPACING& EXAMPLE PLANS STATE ��t�� (941)480-1600Tft + Br. Dam: RBV*bns: REGISTRATION#29296 SERIES 770 ALUM. SGD—LM IMPACT f''f°I IAL �\\ JR 03126120 Q NO CHANGES THIS SHEET. 11 i%\ DrawnW. Data: 0mckod Date: ® Ste: J'NTS 1'9 +ems. Rer A.LY�J�11rkLER,P.E. JR 10110114 SGD-770 - 22 PGTO130 P.E.#58705 ASTRAGAL OR 6" DIAG. ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR I (FOR SPLICE SPLICE LOCATION 2.04" - — -�— INTERLOCK- —IF NEEDED INTERLOCK---I CONDITION, USE INTERLOCK IF NEEDED 2.04" CENTERLINE I CENTERLINE "C6" CLUSTER DETAIL) CENTERLINEt—]3.5" 1.75' EXTERIOR 6" DIAG. 7" 7" 1.75„ 3.5" 21„ 4" DIAG. " DIAG. MAX. O.C. EXTERIOR '�/ 2.04" 2.04'" 2.04" 21" I I 5.64" MAX. EXTERIOR ~ 3•5" 7" EXTERIOR 4" DIAG. if- 7" EXTERIOR 7" 3.5" O.C. v �1, 2-TRACK FRAME HEAD/SILL �/ 7 6"MAX. 2-TRACK FRAME HEAD/SILL v 2-TRACK FRAME HEAD/SILL 5.64" @ ASTRAGAL OR INTERLOCK @ASTRAGAL OR INTERLOCK @ ASTRAGAL OR INTERLOCK -2-TRACK (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER FRAME JAMB 6"MAX. ANCHORS ARE REQUIRED, "C4") ANCHORS ARE REQUIRED, "C5"") ANCHORS ARE REQUIRED, "C6"") ANCHOR PAIR t4-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 i "C6" CLUSTER DETAIL) CENTERLINE 3 5", 2.04 ANCHORS MAY BE INSTALLED o i 211" EITHER IN THE EXT. OR INT. 2.04" 4" DIAG. MAX. TRACK(INT. SHOWN) 4.08" 4.08'" O.C. I i 2.04 NOTES: 5.64" 1.ALL DIMENSIONS SHOWN ARE BASED ON MIN. EXTERIOR - 7„ EXTERIOR 7" 4" DIAG. EXT�E�LR,IOR 3.5 � ALLOWED. N073 TRACK FRAME HEAD/SILL 3-TRACK FRAME HEAD/SILL �/ 3-TRACK FRAME HEAD/SILL 6"MAX. 2. FOR HEAD OR SILL SPLICE @ LOCATIONS/ANCHORAGE AT ASTRAGAL OR INTERLOCK (a)-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: INTERLOCK�IF NEEDED INTERLOCK -) (FOR SPLICE INTERLOCK- I CONDITION, DO NOT CENTERLINE I CENTERLINE I CONDITION, USE CENTERLINE USE THIS DETAIL SPLICE LOCATION ) 1.75" � "C6"CLUSTER DETAIL) IF NEEDED 3.5" 3.51' 3.5" 7„ 3.5„ 2.04" 4"DIAG. 2.04" 4" DIAG. 2.04" 2.04" 5.37" DIAG. 4" DIAG. 4,08" 2.04" 4" DIAG. I litf EXTERIOR EXTERIOR 7"" EXTERIOR 711 3 5" 3'51' �® Y I �� vzl��i� \ .a •.• LiGENs�.�.`` e lj 4-TRACK FRAME HEAD/SILL ';u7 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL ASTRAGAL OR INTERLOCK ASTRAGAL OR INTERLOCK @ ASTRAGAL OR INTERLOCK No. 53705 (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED, "C6") r ANCHORS ARE REQUIRED, "C4") ANCHORS ARE REQUIRED, "C5") WITH &WITHOUT SPLICE CONDITION -q r04 1070TECHNOLOGYDRNE N.VENICE FL 34275 ANCHORAGE, EXAMPLE CLUSTERS �'�` ' '4ORt Rand Br. ReNeloax (941)480-f600 CJ'•.......��,��j `e JR 03/26/20 NO CHANGES THIS SHEET REGISTRATION#29296 SERIES 770 ALUM. SGD-LM IMPACT �it Re 1 1\ �� m ® � sue: sr A.A14 MIagR`,P.E. Dmm W.JR 10110114 SGD-770 NTS 10 22 PGTO130 P.E.#58705 2.04" 2.04" INTERIOR 2.04" INTERIOR 2.04" "+1"ANCHOR INTERIOR INTERIOR 7"0 4" DIAG. ?4"' DIAG. 8.94" ° 6.12"' 6.12" 3.5" 3.5" INTERIOR INTERIOR 7 INTERIO INTERIOR 90° 3 EXTERIOR 90° 3. 1 1 ° CENTERLINE EXTERIOR o 4 DIAG. ° 4 DIAG. OF PANEL ° o 0 3.5" `I 2.04 7 3.5" 4 2.04 3R 4" EXTERIOR 4 ANCHOR �, ,� +2 Tl 2.04" EXTERIOR EXTERIOR 2.04" �-+� EXTERIOR 8.94 0 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 3.5" I (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER CENTERLINE ANCHORS ARE REQUIRED, "C4" ANCHORS ARE REQUIRED, "C6") ANCHORS ARE REQUIRED, "C4" ANCHORS ARE REQUIRED, "C6") OF PANEL 4.08" INTERIOR EXTERIOR INTERIOR 4.08" "+1"ANCHOR "+3"ANCHOR 411 ° 3.5 INTERIOR INTERIOR. 7.41" 90° ° 7" 135° 2.04" 4" DIAG. EXTERIOR 3 I 3.5" 3.5" .v— ° 4.08" 4.08" 7" 7" — 5.37" AG. 5.37" AG. CENTERLINE _ o ° ° 4 CENTERLINE OF PANEL 4" I 3.51t OF PANEL 2-TRACK FRAME HEAD/SILL EXTERIOR 3.5 4 ON INTERMEDIATE ANCHOR LAYOUT -..— 7" EXTERIOR 7 INTERIOR ALL +2°ANCHOR 90° CORNER 135° CORNER EXTERIOR VIEWS 3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEAD/SILL ("C6"ANCHOR CLUSTER REQUIRED ("C6"ANCHOR CLUSTER REQUIRED AT ALL 3-TRACK CORNERS) AT ALL 3-TRACK CORNERS) 4" DIAG. ° INTERIOR 6.12" _— INTERIOR 2.04" 2.04" 6.12" 3.5" A4'fEXTERIOR 5 88" CENTERLINE °F INTERIOR OF PANEL INTERIOR 3.5„ 1350 "+3"ANCHOR 4' 2.04" 7" DIAG. 0 ° 6.12" 4"DIAG. ° 6.12" G 11 3.5114:08" ° ° 7" EXTERIOR ° 0 0 0 ° 2.04" 3.5" 41. 4" DIAG. 3.5" 3.5" 7 EXTERIOR 4 I CENTERLINE •'�1 LYt�JN EXTERIOR 2.04" `v� Q ,....., rrrr 90° CORNER 135° CORNER OF PANEL �� OCENS 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL �2 . 4-TRACK FRAME HEAD/SILL ("C8"ANCHOR CLUSTER REQUIRED ( C8 ANCHOR CLUSTER REQUIRED No. 58705 AT ALL 4-TRACK CORNERS) AT ALL 4-TRACK CORNERS) INTERMEDIATE ANCHOR LAYOUT = : NOTES: (3-TRACK SIMILAR) 02- 1.ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. J PTEF2. DETAILS DEPICT ANCHOR QUANTITY AND SPACING,AND WOULD BE ��N.VENICE FL 342 s � ' T ANCHORAGE, EXAMPLE CLUSTERS IDENTICAL FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS. (941)48016W 'rr�tss'F�aR�Q•P''N(j\��\ RJR �03/26/20 NO CHANGES THIS SHEET, REGISTR47I0N#29M SERIES 770 ALUM. SGD-LM IMPACT �i��.IIQ� NA.L Orawney aam q oN ® s nuaer Ste: staet oreu#�gNa R• A.L/y/&Ah6tLE12�,�.E. JR 10110114 SGD-770 NTas 11 °f 22 PGTO130 0 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 2-1/16"* 2-1/16"* 2-1/16"* NOTES: EXTERIOR 1/4" 1/4" 1/4" 1.ALL DIMENSIONS a MAX. MAX. MAX: SHOWN ARE BASED o SHIM EXTERIOR o SHIM EXTERIOR SHIM ON MIN.ALLOWED. EMBEDMENT: Gl a 2. METAL OR WOOD 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 sBw 2-TRACK FRAME HEAD E Cw 3-TRACK FRAME HEAD E 4-TRACK FRAME HEAD DIAGONAL O.C. ISMIN 4"(HEAD &SILL)WOOD INSTALLATION WOOD INSTALLATION 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 5, THE METAL SUBSTRATE 1 (1/4" MAX.) 1 SHEET 1 SHEET 1 (1/4"MAX) �.. y::�- � (1/4" MAX.) EXTERIOR EXTERIOR _ EXTERIOR EMBEDMENT: SEE TABLE A, SHEET 1 2-1/16"* �2-1/16"* 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 E 2-TRACK FRAME SILL E 3-TRACK FRAME SILL E 4-TRACK FRAME SILL Dw WOOD INSTALLATION Ew WOOD INSTALLATION Fw METAL INSTALLATION EMBEDMENT: SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 EDGE DISTANCE: EMBEDMENT: SEE SEE TABLE A, METAL TYP., � SHEET1 TABLE A, SHEET 1 --�1 EDGE DISTANCE: SEE ANCHOR 2X WOOD EDGE DISTANCE: 2X WOOD O SEE TABLE A, NOTE 4, SHEET 1 SEE TABLE A, SHEET 1 TYP., SEE ANCHOR SHEET 1 TYP., SEE ANCHOR NOTE 3, SHEET 1 NOTE 3, SHEET 1 2-1/16" SMS ANCHOR TYP., SEE ANCHOR NOTES WOOD ANCHOR TYP., 2-1/16"* &TABLE A, SHEET 1 SEE ANCHOR NOTES WOOD ANCHOR TYP., MIN. OF 3 SEE ANCHOR NOTES I I I &TABLE A, SHEET 1 THREADS ' O &TABLE A, SHEET 1 0 `{ /vj EXTERIOR EXTERIOR BEYOND THE \`o �/, EXTERIOR nn_ METAL L10El?�€'•f�f �� 1/4"MAX. SHIM I-a- V SUBSTRATE. 1/4" MAX. SHIM --�-�It 1/4" MAX. SHIM -®- I-m- ;' No. 53705 =_ 2-TRACK FRAME JAMB 3-TRACK FRAME JAMB E E E 4-TRACK FRAME JAMB � Gw WOOD INSTALLATION Hw WOOD INSTALLATION Iw METAL INSTALLATION61 1070 TECHNOLOGY DRIVE o '• ATE Op 4 N.VENICE,FL 34275 s fi ANCHORAGE DETAILS (941) 80-1600 RevsdBy Dose: Reams REG�STR4nON#29298 SERIES 770 ALUM. SGD-LM IMPACT 'Sl NAB �`'� JR 03126120 � NO CHANGES THIS SHEET _ s., Chocked �e�nwoet Scale,, I Sheol, � Rer I I r I I I I t A.LYNN MILLER,P.E. JJR 10110114 ® SGD-770 NTS 12 of 22 PGTO130 D P.E.#58705 INSTALLATION DETAILS EMBEDMENT: SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 NOTES: CONCRETE EDGE DISTANCE: SEE EDGE DISTANCE: EDGE DISTANCE: 1.ALL DIMENSIONS TABLE A, SHEET 1 CONCRETE SEE TABLE A, SHEET 1 CONCRETE SEE TABLE A, SHEET 1 SHOWN ARE BASED PER TABLE „* PER TABLE A, SHEET 1 2-1/16 2-1/16 PER TABLE 2-1/16 ON MIN.ALLOWED. A, SHEET 1 A, SHEET 1 1/4" *DIAGONAL O.C. IS it EXTERIOR f <4 MIN 4" HEAD&SILL a 1 � SHIM OR 6"(JAMB)SEE ) EMBEDMENT: 1/4" EXTERIOR 1/4" EXTERIOR DETAILS, SHEETS SEE TABLE A, MAX. MAX. 10 & 11. �D I ri 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 3, SHEET 1 TABLE A, SHEET 1 ,4c E Bc 2-TRACK FRAME HEAD E 3-TRACK FRAME HEAD E 4-TRACK FRAME HEAD CONCRETE INSTALLATION 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 SEE ANCHOR SEE ANCHOR SEE ANCHOR NOTE 5, SHEET NOTE 5, NOTE 5, 1 (1/4" MAX.) ...v.., SHEET 1 SHEET 1 7. ( /4 M ( /4 M EXTERIOR ' e ':;;". EXTERIOR • .n� �.a`., �' 9 EXTERIOR 2-1/16"* < 2-1/16"'* 2-1/16tl PER TABLE " CONCRETE * EDGE DISTANCE: CONCRETE EDGE DISTANCE: CONCRETE EDGE DISTANCE: A, SHEET 1 SEE TABLE A, SHEET 1 PER TABLE SEE TABLE A, SHEET 1 PER TABLE 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 Ec CONCRETE INSTALLATION 0 CONCRETE INSTALLATION EMBEDMENT: SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 �) EDGE DISTANCE: EDGE DISTANCE: PROPERLY SECURED "a ' SEE TABLE A, EMBEDMENT: SEE CONC./CMU ANCHOR SEE TABLE A, SHEET 1 TABLE A, SHEET 1 ~I TYP., SEE ANCHOR SHEET 1 1X WOOD BUCK T , : SEE ANCHOR NOTEE 3 3, ? °, PROPERLY SECURED NOTES&TABLE A, SHEET 1 EDGE DISTANCE: 1X WOOD BUCK TYP., x. SEE TABLE A, SHEET 1 SEE ANCHOR NOTE 3, SHEET 1 CONC./CMU ANCHOR 2-1/16" SHEET 1 TYP., SEE ANCHOR CONC./CMU ANCHOR 2-1/16"* PROPERLY SECURED NOTES&TABLE A, TYP., SEE ANCHOR b 1X WOOD BUCK TYP., SHEET 1 CONCRETE NOTES &TABLE A, SEE ANCHOR NOTE 3, CONCRETE OR CMU SHEET 1 CONCRETE SHEET 1 OR CMU EXTERIOR 9` PER TABLE Ll'N, �l EXTERIOR PER TABLE �' OR CMU EXTERIOR „ ;r PER TABLE A, SHEET 1 a: j A, SHEET 1 �yv��s 1/4 MAX. SHIM ,�J�, � .. �.•. r� A, SHEET 1 I/ 1/4" MAX. SHIM �-- '° 1 1/4" MAX. SHIM I-+— = No. a8705 2-TRACK FRAME JAMB E 3-TRACK FRAME JAMB E 4-TRACK FRAME JAMB Gc CONCRETE/CMU INSTALLATION He CONCRETE/CMU INSTALLATION Ic CONCRETE/CMU INSTALLATION CJ '°. 10707ECHNOLOGYDRNE ° ` «-/ � '°.�(fORIC)p'.•'• \�` �\ N.�')�'�75 ANCHORAGE DETAILS RevsdBy. o�: RevfstOn� ?nFnee. j�i�S/0NA'+— ��`\ JR 03126120 D NO CHANGES THIS SHEET. REGISTRATION#29296 SERIES 770 ALUM. SGD-LM IMPACT i! I I I I I`y y y sodatB met N' �014 A.LYNN MILLER,P.E. D�ron By Date: pled Hate: JR 10110114 SGD-770 NTS 13 a 22 PGTO130 D P.E.#58705 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 WATER DISTANCE 2. FIGURES ON THIS SHEET ARE FOR• ' ;° WOOD FRAMING TABLE A, SHEET 1 P-HOOK MOUNTING ADAPTER ILLUSTRATIVE WOOD ANCHOR TYP., INFILTRATION CONC./CMU C� o SEE ANCHOR NOTES ANCHOR TYP:, SEE PURPOSES ONLY.SEE EMBEDMENT: &TABLE A, SHEET 1 26 ANCHOR NOTES& TABLE A, SHEET 1 FOR ALL APPROVED SEE TABLE A, (ALSO SEE TYP. TABLE A, SHEET 1 SUBSTRATES. SHEET 1 �C2)8 ILLUSTRATION, SHEET 9) '' °' ' `' ' 1-1/4" MIN. EDGE DISTANCE =;----LIME EDGE DISTANCE: SEE EXTERIOR 3. SEE TABES 1-3, EMBEDMENT: TABLE A, SHEET 1 SHEETS 6-8 FOR SEE TABLE A, . '`.'. ° P-HOOK MOUNTING REQUIRED P-HOOK 26 SHEET 1 ° AND P-HOOK EXTERIOR ;>',': ;'9:. .� 4;. ADAPTER CONC./CMU MOUNTING ADAPTER PHOOK WOOD ANCHOR TYP., ' PHOOK �" '`" °' '''�'' ANCHOR TYP., SEE ANCHOR QUANTITIES. SEE ANCHOR NOTES - �•`"' 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) EDGE DISTANCE A, SHEET 1 ILLUSTRATION, SHEET 9) jP-HOOK FOR USE WITH FLAT SILL RISERS e P-HOOK FOR USE WITH ANY SILL RISER PARTS#18,#20, #22 OR#24, PARTS#18,#20,#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 EMBEDMENT: SEE P-HOOK MOUNTING CONCRETE OR EMBEDMENT: SEE ADAPTER CONC./CMU NOTE 4, SHEET 1; ADAPTER SMS CMU PER TABLE TABLE A, SHEET 1 ANCHOR TYP., SEE MIN. OF 3 THREADS TABLE A, SHEET 1 ANCHOR TYP., SEE BEYOND THE METAL - ANCHOR NOTES A, SHEET 1 6_r.. ; .'.'•:', r., ANCHOR NOTES &TABLE "' A, SHEET 1 SUBSTRATE 28 &TABLE A, SHEET 1 (ALSO SEE TYP. (ALSO SEE TYP. EMBEDMENT: ° ILLUSTRATION, SHEET 9) d': 1 ILLUSTRATION, SEE TABLE A,SHEET 1 • 4. EMBEDMENT: i SHEET 9) 28 �° SEE TABLE A, 7EDGE DISTANCE: SEE ` "� v4mw SHEET 1 TABLE A, SHEET 1 *' 1-1/4"MIN. EDGE DISTANCE ,. . 30 30 LAU P-HOOK SMS ANCHOR TYP., EXTERIOR P-HOOK CONC./CMU EXTERIOR SEE ANCHOR NOTES ANCHOR TYP., SEE n_ &TABLE A, SHEET 1 ANCHOR NOTES&TABLE V (ALSO SEE TYP. 2.693" MIN. A, SHEET 1 2.693"MIN. ILLUSTRATION, SHEET 9) EDGE DISTANCE (ALSO SEE TYP. EDGE DISTANCE ILLUSTRATION, SHEET 9) eP-HOOK FOR USE WITH BOX SILL RISERS e P-HOOK FOR USE WITH BOX SILL RISERS `> Kw PARTS#19,#21,#23 OR#25, Kc PARTS#19,#21,#23 OR#25, \ GEPl } ��✓ 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 = �0. 8706 ST�7EOrlZ 1070TECHNOLOGYDRIVEC N.VENICE,FL 34275 ANCHORAGE DETAILS (941)480.1600 R �JR 03/26/20 D NO CHANGES THIS SHEET. REGISTRATIONN9296 SERIES 770 ALUM. SGD-LM IMPACT Sedw#Axfat �'' nw A.LYNN MILLER,P.E. JJR 10110114 tare ed ® SGD-770 NTS 14 a 22 PGTO130 P.E.#58705 CONFIG. EXAMPLES MAX. UNIT WIDTH MAX. UNIT WIDTH HEADER DETAIL'A', MAX. NOM. PANEL WIDTH SHEET 18; INSTALLATION DLO TYP. PER TABLES 1-3 7 DETAILS 'Aw'&'Ac', WIDTH INTERIOR SHEETS 12& 13 NOTES: EXTERIOR 1)SEE SHEET 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS 71" APPLICABLE. SEE DP/ANCHOR PANEL PANEL PANEL PANEL CORNER DETAIL'N2', TABLES, SHEETS 6-8 FOR MAX. TYPE TYPE TYPE TYPE SHEET 19&CORNER PANEL HEIGHT AND WIDTH. SEE QS AS 'A' 'K' ANCHORAGE SHEET 11 ' SHEETS 18& 19 FOR SECTION DETAILS AND SHEETS 12-14 FOROM. MAX. UNIT ' MAX.Mom 1� PANEL � / MAX. HEIGHT INTERLOCK DETAIL INSTALLATION DETAILS. PANEL ,; WIDTH TYP. / DLO PER 'M', SHEET 19 2) (1) LOCK(ITEMS 75 & 107-110)AT HEIGHT SEE PER / HEIGHT TABLES EXTERIOR INTERIOR EACH LOCKSTILE, LOCKING INTO NOTE 2 TABLES 1-3 1-3 KEEPER(ITEM 103)AT FRAME JAMB OR ASTRAGAL. JAMB DETAIL'G3', SHEET 3) PLEASE SEE APPLICABLE X 18; INSTALLATION DETAILS ASTRAGAL& INTERLOCK X 'Gw' &'Gc', SHEETS 12 & 13 COMBINATIONS PER DP/ANCHOR TABLES. DLO WIDTH = NOM. PANEL WIDTH-7" SILL DETAIL'D', SHEET 18; 900 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 SILICONE HOT-MELT BUTYL STRUCTURAL SILICONE SILICONE STRUCTURAL 1/4"NOM. FOAM 3/16"NOM. BY OTHERS POLYISOBUTYLENE WITH WITH DESICCANT DESICCANT EXT.GLASS EXT.GLASS #8 X 1" #10 X 1-1/2" PH SMS PH SMS INT.GLASS INT.GLASS 124 KODISPACE 4SG TPS ,25 SUPER SPACER@NXTTM ALUMINUM REINFORCEMENT pOLYISO-fNT FILL AREA PANEL CORNER FRAME CORNER 5/16"NOM. BUTMSEALLENE 5/16"NOM. DETAIL DETAIL BUTYL& ROLL-FORMEDLICONE SEAL DESICCANT FOAM STAINLESS STEEL _T EXT.GLASS Part# Description Material EXT.GLASS 124 Kommerling 4SG TIPS Spacer System ,,ti° �i `�f I YNA/ See this �. �,�., ...,..,,•�j,�� ''> 125 Quanex Super Spacer nXT with Hot Melt Butyl ,• ' ��cErva�� 126 Quanex Duraseal Spacer Sheet for INT.GLASS Materials .GLASS - . i`elo, 58705 127 Cardinal XL Edge Spacer 126 DURASEAL(D SPACER 127 XL EDGE SPACER REFERENCE TEST REPORTS:FTL-8717,8968&8970 f ' �-C 1070TECHNOLOGYDRIVE ATECl N. (VEN/ 1s�75 ANCHORAGE DETAILS/EXAMPLE ELEVATION ,,//,� ''.• """0R10 tip\ EDmvjn aa: RevLalaq: REGISMATIONW9� SERIES 770ALUM. SGD-LM IMPACT ' , ;S�,t0N' L ,\ 03/26/20 D NO CHANGES THIS SHEET. s sober Rar '1 1 1 t f I t t{\\ DSWcne��a ® A.LYNN MILLER,P.E. 10110114 sGa77o NTS 15 d 22 PGTO130 D P.E.#58705 CONFIG. EXAMPLES INTERLOCK DETAIL I FOR ALL DETAILS ON THIS SHEET, SEE NOTES ON SHEET 15 -'M', SHEET 19 OPERABLE JAMB DETAIL'GT, SHEET 18; —dw '�—INSTALLATION DETAILS'Gw'&'Gc', SHEETS 12 & 13 Zj r' HEADER DETAIL'A', SHEET 18; MAX. lXrED JAMB DETAIL'G2', ASTRAGAL HEADER DETAIL'A', SHEETET 18; INSTALLATION DETAILS'L1'& 18; INSTALLATION DETAILS INSTALLATION DETAILS'Aw'&'Ac', WIDTH JAMB DETAIL'G3', SHEET DETAILS'Gw'&'Gc', L2, SHEET 19 'Aw' &'Ac% SHEETS 12& 13 SHEETS 12 & 13 TYP 18; INSTALLATION DETAILS SHEETS 12& 13 900 in Gw'&'Gc', SHEETS 12& 13 r;m5,mu PANEL PANEL PANEL PANEL m TYPE TYPE TYPE TYPE PANEL PANEL PANEL PANEL'R' 'L' 'D' 'A' TYPE TYPE TYPE TYPE m INTERLOCK DETAIL MAX. W ICS, �QSl K MAX. 'M', SHEET 19 / NOM. / / UNIT / UNIT ' PANEL / HEIGHT SILL DETAIL NOM. HEIGHT 900 OUTSIDE CORNER / / PER / / / DETAIL'N1', SHEET 19& MAX WIDTH TYP. 'D', SHEET PANEL / PER PER SEE TABLES 18; Mom• WIDTH TYP. / SEE TABLES CORNER ANCHORAGE DLO TABLES 1-3 NOTE 2, 1-3 INSTALL DLO PER NOTE 2, 1-3 SHEET 11 HEIGHT SHEET 15 DETAILS HEIGHT TABLES 1-3 SHEET 15 INTERIOR ff O a x X SHEETS 12 a a EXTERIOR NOM. PANEL & 13 , X X X X WIDTH TYP. PER TABLES MAX. UNIT WIDTH 1-3 SEE FRAME& MAX. UNIT WIDTH PANEL CORNER SILL DETAIL'D', SHEET 18; MAX. UNIT WIDTH CONSTRUCTION EXAMPLE: OXXX INSTALLATION DETAILS DETAILS SHEET 15 (2-TRACK) 'Dw'&'Dc', SHEETS 12 & 13 EXAMPLE: 900 OUTSIDE CORNER - XX/XX (2-TRACK) JAMB DETAIL'11', SHEET 18; ASTRAGAL DETAILS'L1' & INTERLOCK DETAIL'M', SHEET 19 INSTALLATION DETAILS 'Iw' & _ L2, SHEET 19� INTERLOCK DETAIL'M', SHEET 19 'Id, SHEETS 12& 13 HEADER DETAIL'C', SHEET 1 HEADER DETAIL 1h 18; INSTALLATION DETAILS JAMB DETAIL'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 'Hw' & 'Hc', SHEETS 12& 13 'Jc', 'Kw' &'Kc', SHEET 14 DET w' &'Bc', DETAILS 'Iw' &'Ic', SHEETS 12& 13 SHEETS 12 & 13 MAX. UNIT WIDTH — MAX. UNIT WIDTH PANEL PANEL PANEL PANEL i PANEL PANEL PANEL 7PANELTYPE TYPE TYPE TYPE TYPE TYPE TYPE PE 'R, 1L1IM, 'F' IV 'F' 'F' Po Q I MAX. MAX. UNIT NOM. o NOM. UNIT HEIGHT / / PANEL / z a I PANEL HEIGHT PER WIDTH TYP. w w i WIDTH TYP. / PER TABLES MAX. SEE PER Lu Q I SEE MAX. PER TABLES 1-3 DLO NOTE 2, TABLES 1-3 a°a NO 2, DLO TABLES 1-3 1-3 HEIGHT SHEET 15 � i SHEET 15 HEIGHT a E � a a �, ,, LYN O X X X I X X x o �,�� ... ... EXAMPLE: OXXXp SILL DETAIL'E', SHEET 18;� EXAMPLE: XXXO SILL DETAIL'F', SHEET 18; .' No- 58705 � =_ (3-TRACK, RIGHT POCKET) INSTALLATION DETAILS (4-TRACK, BY-PASS) INSTALLATION DETAILS — Ew'&'Ec', SHEETS 12& 13 Fw & Fc, SHEETS 12 & 13 — - — 1070 TECHNOLOGY DRIVE SIATE �• �4I N.VENICE,FL 34275 (941)460.18� EXAMPLE ELEVATIONS �� , ,a .• � �� Rend Br. REGIM4710N#29296 SERIES 770 ALUM. SGD-LM IMPACT ,rt �,/10N L. JR 03126120 D NO CHANGES THIS SHEET. A t I�` ` dak sxo N& Rev: A.LY 4IWOE'R,P.E. RJR 0110114 osm ® SGo-770 NTS 16 of 22 PGTO130 D P.E.#58705 PANEL'S RIGHT STILE TYPE PANEL SINGLE SINGLE FIXED LOCKSTILE ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL INT CORNER EXT CORNER EXT CORNER INT CORNER EXT CORNER EXT CORNER INT CORNER INTERLOCK INTERLOCK STILE W/HANDLE BOX OUT BOX IN BOX OUT BOX IN 90 LOCKSTILE 90 LOCKSTILE 90 RECEIVER 90 RECEIVER 90 RECEIVER 35 RECEIVER 35 RECEIVER TYPES OUT IN W/HANDLE W/HANDLE W/HANDLE W/HANDLE W/HANDLE W/HANDLE W/HANDLE W/HANDLE #118 #118 #31 #31 n�s 6�1� #120 #119 #61 #118 #6—EDE 1 #$1/ #61 #61 SINGLE INTERLOCK OUT (eoxoun SINGLE �--,�� / ® , INTERLOCK (BOXY (Boxm) IS V FIXED STILE (soxour) (soxnv) LOCKSTILE M AI W/HANDLE D mV (BoxoU7) (Boxfiv) W ASTRAGAL a- BOX OUT L PANEL NOTES: >_ W/HANDLE (soxour) 1. SEE DP TABLES 1-3, SHEETS 6-8 FOR PANEL �-- ASTRAGAL SIZES& DESIGN PRESSURE. BOX IN N LEFT Q INTERIOR RIGHT 2. PANEL TYPES NOT SHOWN OR CROSSED OFF W/HANDLE (BoxrN) PANEL PANEL ARE NOT REQUIRED FOR ANY CONFIGURATIONS �--- ASTRAGAL STILE �FJCTERIOR STILE AND ARE NOT AVAILABLE. (n BOX OUT 3. 900 ASTRAGALS TO USE HEAVY-DUTY STILES (Boxour) (aoxour) PANEL"E"SHOWN. SEE TABLE FOR OTHER PANEL TYPES AND (#61), CORNER RECEIVER(#118)AND EITHER I I ASTRAGAL EXTERIOR(#119)OR INTERIOR(#120)CORNER W Box IN APPLICABLE STILE/ASTRAGAL REQUIREMENTS. ASTRAGALS. J (eoxsv) (BoxtN) 4. 135"ASTRAGALS TO USE HEAVY-DUTY STILES INT CORNER ,ONE (#61)AND CORNER ADDON (#31). Y) 90 LOCKSTILE KN ::77 _I W/HANDLE#120 w SILL RISERS OPTIONS k� --y r-- .232" z EXT CORNER � .232" 90 LOCKSTILE Q W/HANDLE jqk� QT QS 232' EXTERIOR EXTERIOR � EXT CORNER*#61 232 EXTERIOR .062" 90 RECEIVER EXTERIOR I 062" `� 4.055" 90 HANDLE to .062" 3.305" 2.555" INT CORNER #61 1.567" 90 RECEIVER .062" If W/HANDLE #118 EXT CORNER #118 18, SILL RISER FLAT* 20 SILL RISER, FLAT 22 SILL RISER, FLAT 24 SILL RISER, FLAT 90 RECEIVER FLUSH, 1-1/2" GLOW, 2-1/2" OMEDIUM, 3-1/4 OHIGH, 4 #61 EXT CORNER #31 750" •750" 135 RECEIVER EXTERIOR W/HANDLE 1�1 EXTERIOR EXTERIOR 750 EXTERIOR '062" INT CORNER #31 906„ 062" 4.055" 35 RECEIVER a� a 062 3.305" W/HANDLE #61 pq 062" 2.555" 1.567" Icy SILL RISER, BOXI* SILL RISER, BOX SILL RISER, BOX SILL RISER, BOX 19� FLUSH, 1-1/2" 21 LOW, 2-1/2" 23 MEDIUM, 3-1/4" 25 HIGH, 4" _� two. 581705 � *NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS, SEE SHEETS 6-8 d 1070 TEC 7WOLOGYDRIVE J 10 `. TATE OF N.VENICE,FL 34275 PANEL TYPES u . (941)480-1 fi� r 71 1 mw Rend Br. amW R®vWons: REGIS7R47I0N#29296 SERIES 770ALUM. SGD-LM IMPACT / /ONAL JR 03126120 0 NO CHANGES THIS SHEET. SarlosAlodek svroer n nw R A.LY J�I1MILi��21,P.E. Dnrm By. Dor Ooc"d . Ooe: JR 10110114 SGD-770 NITS17 , 22 PGTO130 P.E.#58705 ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 106 FULL PANEL JAMB LENGTH 60 OR 61 105 LOCK PART 17 60 OR 61 14 106 OF JAMB FULL LENGTH * 5 14 E 60 OR 61 75&107-110 -- G3 E 16 5 G1 60 OR 61 2-TRACK JAMB LT2-TRACK JAMB (SHOWN 5 SEE DETAIL G1 105 6" LONG CLIP#105 WITH FOR FIXED W/RETAINER#106 OPERABLE PANEL CLIP LOCK PART 113 MIDSPAN (SHOWN WITH PANEL) 80 75&107-110 FIXED PANEL TO LOCK PART SEE DETAIL G2 5 THE INTERIOR) 15EXTERIOR 103 113 75&107-110 103 FOR FIXED 5 60 OR 61 EXTERIOR PANEL CLIP 103 14 15 5 112 4 16 17 123 FULL LENGTH G2 40 G4 60 OR 61 #10 X 3/4" OF JAMB EXTERIOR SMS,X 3 2-TRACK JAMB 2-TRACK JAMB EXTERIOR EXTERIOR EXTERIOR CLIP#80 OR#105 51 52 W/SCREEN 6" LONG W/RETAINER#123 3-TRACK JAMB 3-TRACK JAMB 4-TRACK JAMB 4-TRACK JAMB @ 80 (SHOWN WITH H1 (SHOWN WITH H2 (SHOWN WITH 6,El)jSHOWNWITIT 2 (SHOWN WITH MIDSPAN FIXED PANEL TO OPERABLE PANEL) FIXED PANEL TO FIXED PANEL TO OPERABLE PANEL) a THE EXTERIOR) 53 THE EXTERIOR) THE INTERIOR) EXTERIOR EXTERIOR 2 112 3 4 45 5 113 5 113 5 52 51 69 EXTERIOR 69 EXTERIOR 69 EXTERIOR 53 a a a Lo SHOWN OPT. SC EIEN A FRAME H A/DCREEN 3-TRACK 4-TRACK MAX. UNIT g FRAME HEAD C FRAME HAD EIGHT PER TRACK TABLES 1-3 53 69 69 69 EXTERIOR EXTERIOR 52 51 72 OR 73 a 720 73 a 72 OR 73 46 11 113 9 10 11 48 47 o g 11 EXTERIOR 112 5 113 113 5 r i VRAME E }GENE SILL FRAME @)FRAME SILL @)FRAME SILL No 58705 * ITEM 61 SHOWN, ITEM 60 ALSO APPLICABLE, SEE TABLES 1-3, SHEETS 6-8 FOR DP (PSF)ASSOCIATED WITH STILE. Z 10707ECHNOLOGYDRIVE ° " 'STATE F N.VMXE,FL 84276 VERTICAL SECTION DETAILS (941)480-1600 i � OF;iG .•' f`va dey Dale: Rem 7mer /pV ZONAL(1 ..... `t JR 03/26/20 NO CHANGES THIS SHEET. REGIS7RA77ON#29296 SERIES 770 ALUM. SGD—LM IMPACT Re 1 `� D JR 70/10/14 ® SGD-770 NTaS 8 of 22 PGT0130 A.L��# l 0��P.E. ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) INTERIOR 5 101 61 113 118 28 JEXTERIOR 7 30 11 9— n 63 63 27 26 62 111 63 60 OR 61 *60OR61 65 29 1429 65 65 EXTERIOR 111 62 62 90 EXTERIOR EXTERIOR INTERIOR EXTERIOR P-HOOK FOR FLAT SILLS e P-HOOK FOR BOX SILLS �j INTERIOR ID 1 .(EXT. OR INT. MOUNT) K EXT. MOUNT ONLY " 90, � CL [� LOCK PART LOCK PART LOCK PART 60 OR 61 75&107-110 75&107-110 61 75&107-11 5 E M INTERLOCK 14 ' 113 60 60 FEXTERIOR 61 118 �� 5 113 113 11 *ITEM#61 (HEAVY-DUTY EXTERIOR L] LE) SHOWN, ITEM#60 67 68 113 103 119 ID (STANDARD IANDARD STILE)ALSO APPLICABLE, SEE TABLES L1 WITH STAN ARD STILES#60 L2 WI H HEAVY-DUTY STILES#61 N1 2 TRACK SHOWN NER N2 2-TRACK S OWN900 INSIDE ER 1-3, SHEETS 6-8 FOR DP (PSF)ASSOCIATED WITH EXTERIOR BOX ASTRAGAL SHOWN EXTERIOR BOX ASTRAGAL SHOWN STILES. (BOX-OUT) MAY ALSO BE INSTALLED (BOX-OUT) MAY ALSO BE INSTALLED TOWARDS INTERIOR (BOX-IN) TOWARDS INTERIOR(BOX-IN) 4 INTERIOR 31 LOCK PART 75&107-11 4 INTERIOR 5 5 4 INTERIOR 135° 11 7 1350 14 5 61 32 103 61 EXTERIOR 32 61 �11tt €ltJte LOCK PART 31 103 61 EXTERIOR 7 0` /ls' 1350 INSIDE CORNER �� tGEN 75&107-110 14 62-TRACK SHOWN .' e1350 OUTSIDE CORNER ;` No. 56705 : 01 2-TRACK SHOWN441 1070 TECHNOLOGY DRIVE STATE F e441 N.VENICE,FL 34275 HORIZONTAL SECTION DETAILS, CORNERS �,` .'4 0 R I . ` ti'�`,; AI (941) 80-1600 , ,� ,� ....... REGISTRATIONA79296 SERIES 770 ALUM. SGD—LM IMPACT f, J J rgyl pi s is I I�' Rend By: Deft ReNrF�: JR 03/26/20 Q NO CHANGES THIS SHEET. �, Date. ® Na A.LYNN MILLER,P.E. SGD-770 NTS JR 10/1Q/14 19 a 22 PGTO130 � P.E.#58705 TABLE 4: Item PGT PGT# Description Item PGT PGT# Description NOTES: Dwg.# Dwg.# 1)ALL ALUMINUM =6063-T6 1 17306 617306 2-TRACK HEAD 47 668 7SRAZ STANDARD ROLLER 2 17303 617303 2-TRACK HEAD WITH SCREEN RAIL 48 668 7SRAX STANDARD ROLLER-ST.STL. 2)ITEMS#33-39, 56-59, 66, 78, 84-99, 3 17309 617309 3-TRACK HEAD 49 4344 64344 SCREEN ASTRAGAL 121 & 122 ARE NOT USED AND ARE 50 17349 617349 OXO SCREEN ASTRAGAL ADAPTER NOT PART OF THIS APPROVAL. 4 17312 617312 4-TRACK HEAD 51 1692 61692 SCREEN SPLINE-.165" 5 17314 617314 FRAME SCREW COVER 52 1694 61694 SCREEN SPLINE-.150" 3) USE OF#12 OR#13 REQUIRES 6 17317 617317 FRAME HEAD/JAMB ADD-ON 53 61816C20 SCREEN CLOTH MIN. #10 SMS OR 3/16" MASONRY 7 17304 617304 2-TRACK SILL 54 1725 1/2"X 4"X 1/16"SET. BLOCK, NEOPRENE 85+/-5 ANCHORS @ 24" MAX. O.C. 8 17301 617301 2-TRACK SILL WITH SCREEN RAIL 55 1726 1"X4"X 1/16"SET. BLOCK, NEOPRENE 85+/-5 9 17307 617307 3-TRACK SILL 60 17325 617325 PANEL STILE 10 17310 617310 4-TRACK SILL 61 17326 617326 PANEL STILE(HEAVY DUTY) 11 17313 617313 FRAME SILL TRACK INSERT 62 17327 617327 INTERLOCK ADAPTOR 12 17315 617315 FRAME SILL SCREEN ADD-ON (SEE NOTE 3) 63 1225 6TP248 VINYL BULB WSTP.-THIN(INSIDE INTERLOCK) 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 15 17302 617302 2-TRACK JAMB WITH SCREEN RAIL 68 17339 617339 HEAVY DUTY ASTRAGAL 16 17308 617308 3-TRACK JAMB 69 17324 617324 TOP&BOTTOM RAIL 17 17311 617311 4-TRACK JAMB 70 17350 417350 WEATHERSTRIP EXTENSION(INJECTION MOLDED) 18 17322 617322 SILL RISER-FLAT, FLUSH, 1-1/2" 71 1695 71695 1-1/2"X 1"X 3/4"HIGH FIN SEAL DUST PLUGS 19 17319 617319 SILL RISER-BOX, FLUSH, 1-1/2" 72 8153 78153X TANDEM ST.STL. ROLLER ASSY. 20 17321 617321 SILL RISER-FLAT, LOW, 2-1/2" 73 8153 78153N TANDEM NYLON ROLLER ASSY. 21 17318 617318 SILL RISER-BOX, LOW, 2-112" 74 SILICONE DOW-791,899,983,995 OR GE-7700 75 8185 78185X GEMINI MORTICE 3-PLY DUAL LOCK W/LONG TRIM PLATE 22 17355 617355 SILL RISER-FLAT, MEDIUM, 3-1/4" 76 71032X1FPFX #10-32 X 1"FL.SS SCREW W/TYPE"F"TIP 23 17354 617354 SILL RISER-BOX, MEDIUM, 3-1/4" 77 7103239 10-32 STEEL ZINC U-NUT 24 17323 617323 SILL RISER-FLAT, HIGH, 4" 79 17357 617357 1"IG BEAD 25 17320 617320 SILL RISER-BOX, HIGH, 4" 80 17359 617359 7/16"BEAD i FIXED PANEL CLIP 26 17333 617333 POCKET P-HOOK 81 17360 617360 9/16"BEAD 27 7070 67070 NEOPRENE BULB WSTP FOR P-HOOK 82 1224 6TP247K VINYL BULB WEATHERSTRIP 28 17334 617334 POCKET P-HOOK MOUNT 83 61745 1745 LOWE INC, 1/2"X 1/16"SGL. SIDE ADH.TAPE, POLYETH. 29 1 17335 617335 P-HOOK COVER 100 8052 48052 ROLLER ADJ.HOLE PLUG 30 17348 617348 POCKET P-HOOK FOR BOX RISER 101 7 JAMB BUMPER 102 1696 71696696 DUST PLUG 31 17378 617378 135 CORNER 103 8186 78186X 1"KEEPER 32 17376 1 617376 135 FIXED MOUNT 104 653 7SDKEEP SCREEN LOCK KEEPER ITEMS 40-53 ARE SCREEN PARTS: 105 17344 1 617344 FIXED PANEL CLIP-6"LONG 40 4319 612258 SCREEN SIDE RAIL-LOCKSTILE 106 17352 617352 FIXED PANEL RETAINER-9116" 41 7LOCKWGSK SCREEN LOCKSET 107 1739 71739 HANDLE KIT-INTERIOR RAISED WITH THUMB TURN 42 41818 SCREEN KEEPER SPACER SET 108 1740 71740 HANDLE KIT-RAISED EXTERIOR HANDLE 43 8152 68152 SCREEN INTERLOCK ADAPTER 109 1731 78162SN HANDLE KIT-RECESSED INTERIOR WITH THUMB TURN 44 4428 64428 SCREEN DOUBLE INTERLOCK 110 1732 78178 HANDLE KIT-RECESSED EXTERIOR PULL 111 71OX34PPSDAX#10 X 3/4"PH. PN.TEK-S.S. 45 4317 612256 SCREEN TOP RAIL 112 1235 67S16 WSTP, .270 X.170-FIN SEAL 46 4318 612257 SCREEN BOTTOM RAIL 1 113 1712 64066 A87"X.230"FINSEAL TABLE 5: 114 71OX115PPX #10 X 1-1/2" Material Min. Fy Min. F. 115 710XPPT #10 X 1" l> #12 Steel Screw 92 ksi 120 ksi 116 720X1X #14-20 X 1"S.S. #12 18-8 Screw 60 ksi 95 ksi 117 720X112X #14-20 X 1-1/2"S.S. OCENS #12 410 Screw 90 ksi 110 ksi 118 17336 617336 90 DEGREE CORNER RECEIVER + 1/4"DeWalUElco Aggre-Gator@ 57 ksi 96 ksi ff123 17337 617337 90 DEGREE OUTSIDE CORNER ASTRAGALS 58705 1/4"Elco UltraCon® 155 ksi 177 ksi 17338 6117338 90 DEGREE INSIDE CORNER ASTRAGAL1/4"DeWalt UltraCon+® 148 ksi 164 ksi ,17352 617352 FIXED PANEL RETAINER, 7/8" rA�ET • f1/4"410 SS DeWaIt/Elco CreteFlex® 127.4 ksi 189:7 ksi6063-T5 Aluminum 16 ksi 22 ksi 1070TECHNOLOGYDR/VE D�4a� i °� J A36 Steel 36 ksi 58 ksi N.VEN/CE,FL 34275 ORI Gr. 33 Steel Stud 33 ksi 45 ksi (941)480-1600 PARTS LIST >F 'c.�� ••• `' �`e Rewd Br. Dab. Rev OM' REcI8TR4710N#292% SERIES 770 ALUM. SGD-LM IMPACT '>//r/i A JR 03/26/20 D ADDED BACKBEDDING&MATERIAL PROP. TABLE s ode scale 90'* Dmmer• rat: cf�d n o.* YnOT A.LYNN MILLER,P.E. JR 10/f0/14 SGD-770 NTS 20 22 PGTO130 P.E.#58705 5.069" 8.562" -'-� 1.36" 1.36" 0.080" -"I 1.872" 1.211" 1.505" 0.081" 1.019" 0.062' 0.081" 0.081" O2-TRACK HEAD 10 4-TRACK SILL SCREEN (6063-T6 AL) (6063-T6 AL) 40 STILE 6.198" (6063-T6 AL) 6.198" 6.526" 5.069" 0.080" 1.045" 1.211L-I-J- 1.505" y 1.993" 0.062" 0.081" -L O2 2-TRACK HEAD W/SCREEN TRACK O9 3-TRACK SILL (6063-T6 AL) (6063-T6 AL) 14 2-TRACK JAMB 45 SCREEN TOP RAIL (6063-T6 AL) (6063-T6 AL) -- 7.105" 2-TRACK JAMB W/ 15 6,221" SCREEN TRACK 0.080" (6063-T6 AL) -•-I 1.36 ,-3f i i L 1.211„ 1.505" -" 0.875" -L --`-� 1.36" 1.993" 0.062" 0081 0.081" O 3-TRACK HEAD O8 2-TRACK SILL W/SCREEN TRACK (6063-T6 AL) (6063-T6 AL) . SCREEN 46 BOTTOM RAIL 9.142" (6063-T6 AL) 4.49" 0.081" 0.080" 1.211" 1.505" 7.105" 9.141" 0.081" O4 4-TRACK HEAD 7O2-TRACK SILL (6063-T6 AL) (6063-T6 AL) -�-I 1.514" 0.062" 1 0.060" 1.260" 0.532" 0.760" 0.060" 1.516" F-E1.990" -� OFRAME HEADMAMB SCREEN FRAME SILL SCREEN FRAME SILL SCREEN �ti�`° ,� j ADD-ON 12 ADD-ON 13 END ADD-ON 16 3-TRACK JAMB (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) ��Ax REQUIRES MIN.#10 SMS REQUIRES MIN.#10 SMS OR 3/16"MASONRY OR 3/16"MASONRY _ ��a 58705 17 4-TRACK JAMB SEE SHEET 17 FOR SILL RISERS. ANCHORS @ 24" MAX. O.C. ANCHORS @ 24" MAX. O.C. (6063-T6 AL) CAI 1070 TECHNOLOGY DRIVE VTKI E OF ' N.VENICE,FL 34276 EXTRUSIONS �'" (941)480-1800 Rvad8r. ate: R® REGISTR4TI0N#29296 SERIES 770ALUM. SGD-LM IMPACT JR 0312&20 NO CHANGES THIS SHEET. were suer rta Rev: t i A.LYNf�P MULtf ,P.E. RJR a10/14 C ® SGD-770 NTS 21 PGT0930 D P.E.#58705 0.718" 0.83" 1 3.802" 2.304" 0.752" I-�-- 3.802" �-0.7162 -�{ � -1l�-{ L 0.885" 0.574" 0.796" 11 1.163"� 0.062" 5-2 0.264" 0.080" 0.062" 0.233 .062 OFRAME SILL 0.00 P-HOOK MOUNTING P-HOOK SCREW O SCREW COVER TRACK 26 (6 HOOK 28 ADAPTOR 29 COVER 0.080" 3o P 063-T FOR BOX RISER (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) 15S5" 4-14" A 2.30" 1.488" _ ZZ 0.080" 1.739" --I 0.830" 0.062" 0.133" 1.600 0.06TI 1.600 1.303" 'I 080" 1.870" 8" „ I ci 0.325" 016 1.974" I-�--- 3.125" I-,-- 3.125" 0.062" 2.44" 31 135° CORNER 32 135° FIXED MOUNT 60 62 65 STANDARD STILE 61 HEAVY DUTY STILE INTERLOCK INTERLOCK (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) ADAPTER SCREW COVER (6063-T6 AL) (6063-T6 AL) 3 3.979" .979" 4.125" 1.050" 1.050" � 1.050" 0.075" 0.075 1.645" 0.062" 1.04" 1.645 '2r.045"' .611" .485" J - Imo-- 3.25„ 045" .045" �- 0.125" 0.281" 67 STANDARD ASTRAGAL 68 HEAVY DUTY ASTRAGAL 69 TOP/BOTTOM RAIL 79 LA_IING(I G.) 8o BEAD, FAZIID $BG 96/116�'DGLAZING (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) PANEL CLIP (6063-T6 AL) (6063-T6 AL) 1.003" 1.03" ®- 4„ 5.621" 0.757" r 0.080� - 0.050" � 1L OFIXED 105 PANEL CLIP 0.709' 2.893" 0.133" 1.498" 0.133" 1.498" (6063-T6 AL) 0.080" .550" 0.863 4" 0.709 FIXED PANEL 5.621 123 " RETAINER, 7/8" L120 90° INSIDE CORNER ASTRAGAL f YNIv A 0.080" --�--11 (6063-T6 AL) 2'826 119 900 OUTSIDE CORNER ASTRAGAL (6063-T6 AL) o�,�°��••�,��N��:. t�� '�� FIXED PANEL 118 90° CORNER RECEIVER (6063-T6 AL) � r RETAINER, 9/16" (6063-T6 AL) °" 5a7Q5 �06 = (6063-T6 AL) - _ 1070TECHNOLOGYDRNE MTE O _��1 e N.VENICE,FL 34275 EXTRUSIONS ; '�� fi4 O�21D `ti 460- RevW Sr. m DoW Re REGiSTRAONA#29296 SERIES 770 ALUM. SGD-LM IMPACT JR 03/26/20 DNO CHANGES THIS SHEET s k, �, t f/i RJR70110/14 a MW SGD-770 NTS 22 a 22 PGT0130 � A LYP.E.#58705 P E