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HomeMy WebLinkAboutNOA 19-1126.039PARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) OARD AND CODE ADMINISTRATION DIVISION 6TICE OF ACCEPTANCE (NOA) T Industries, Inc. '0 Technology Drive, rth Venice, Fl. 34275 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy 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/ 900 & 1350 corners —L.M.I APPROVAL DOCUMENT: Drawing No. PGTO130 Rev C, titled "Series 770 Alum. SGD - LM Impact", sheets 1 through 22 of 22, dated 10/10/14 and last revised on-11/22/19, prepared by manufacturer, signed and sealed by ,, Anthony Lynn Miller, P.E., bearing the Miami-Dade.County Product Control Renewal 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 comer 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 # 17-0420.12 and consists of this page 1 and evidence pages E-1, E-2 & E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. 'Chanda, P.E. .;.�;"• f 'APR.ROVED '�.•u•�. NOA No. 19-1126.03 Expiration Date: February 17, 2025 Approval Date: January 09, 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 1.0/10/14, 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),Foroed Entry Test, per FBC 2411.3.2.1, and TAS 202-94 ' j • along with marked -up dravwings''and-installation diagram of an aluminum sl ding'glass door, prepared °"� by Fenestration" Testing Laboratory, Inc:,'Test Reports No.: FTL-5980-R, FTL-6001-R and,FTL4015=R _:which have been revised and reissued on-12/29/09, all signed and sealed by Julio Gonzales, P.E.(Submitted underNOA 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, FT.L-6017, FTL-6023, FT]L-6024, FTL-6025, FTL-6028, FTL-6031, FTL-6033 and FTL-6036, all dated 08/1.0/09 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). tstA. ,1- (.4RtA.S� Ishaq I. Chanda, P.E. Product Control Unit Supervisor NOA No.19-1.126.03 Expiration Date: February 17, 2025 Approval Date: January 09, 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-5o` 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 previews approvals under file #16-2609.06 A. DRAWINGS I. 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 Testfper FBC, TAS 201-94. 3) Cyclic Wind -Pressure Loading per FBC; TAS 203-94 Along with marked -up drawings 'and' hkallatioh diagram. of Aluminum SlidingGlass 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' l 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.1.5-1013.15, issued to PGT Industries, Inc. for their Series "SGD-770" Aluminum Sliding Glass Doors w/901 &1351 corners - L.M.I., expiring on 02/17/20. Su'-n � - C 1,11.a1.- Ishaq 1. Chanda, P.E. Product Control Unit Supervisor NOA No. 19-1126.03 Expiration Date: February 17, 2025 Approval Date: January 09, 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. PGT01.30, 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-6" 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-0 Edition (2017), dated 08/10/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, RE. G. 'OTHERS l.. Notice of Acceptance No. 1'6-0629.06, issuedao PGT Indusiri`es;:�Inc., for their Series' "SGD-770 Alum num-Sliding Glass Doors w/90° &135° corners- 'L':NI:T. --eexpiring on 02/17/20. 4. New Evidence submitted 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 (6U' 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..19-1126.03 Expiration Date: February 17, 2025 Approval Date: January 09, 2020 E-3 TABLE B. SEE DETAILS ON SHEETS 4 & 5 Glass Type Description (Listed from Exredor to Interior) _ G3 7116' laminated: (2) Utes of 3'16' HS Glass Wth .09(' PVB Iredayer G3A 9116` Lamnwisc: 12) Lites of x4' HS Glass with .090' PVB Intedayer G4 7116' Laminaleck (2) Utes of NIV HS Glass Milk .Q.O' SG Irtte:'ayer G4A E116' Laminated: (2) Lites of 1t4' HS Glass vAth .09C' SG Intedayer G5 1' Laminated I.G.: 3.f1S' T Exterior Cap + 318' Air Space+ WIT Laminated; (2l Liles of 3116' HS Glass with Ti90' PVB Intedayer G5A i' Laminated I.G.: IW T Exterior Cap + &16' Air Space + 711"u Laminated: (c') Lites of 116` HS Glass rrth .09W PVB Intedayer G6 V LturmaNd I.G.: 3;16" T Exterior Cap + 31V Air Space + 7i16' Lsminsled; (2) Ules of 116'HS Glass wih A90' SG Intedayer GBA T Laminated I.G.: IW T Exterior Cap + 5116' Air Space + 7119' Lannnalee; (2) Lites of 3/16' HS Glass ,Mth .090' SG Intedayer G7 7i16' Laminated: (2) Utes of 3116' ANN Glass wilh .09a SG intedayer G7A 516' Laminated: (2) Ules of 1/4' ANN Glass with .090' SG Intedayer G8 T Laminated I.G.: 311 V T EXWcr Cap + 18' Ail Space+ 7717 Laminated; (2) Ufes of 3r10' ANN Glass W m .090" SG wledayer G6A ill Laminated I.G.: 114" T Exterior Cap+ 5i16' Air Space+ 7116Nlarrinated: (2) Lftes o1116" ANN Glass win,OPD' SG Intedayer "ANN"=ANNEALED 'HS" = HEAT STRENGTHENED -17 = TEMPERED "PVB' =.090' TROSIFOLB PVB BY KURARAYAMERICA INC. 'SG-= .09T SENTRYGLAS5 BY KURARAY AMERICA, INC. DESIGN PRESSURE RATING IMPACT RATING SEE TABLES 1, 2 & 3 ON RATED FOR LARGE & SMALL SHEETS 6, 7 & 0 MISSILE IMPACT RESISTANCE CODES) STANDARDS USED: -2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION .2014 FLORIDA BUILDING CODE (FBC), STH EDITION oASTM E1300-09 oANSVAF&PA NOS-2015 FOR WOOD CONSTRUCTION oALUMINUI4 DESIGN MANUAL, ADM-2015 -A1Sl 8100-12 -A SC 360-10 GENERAL NOTES.............1 EXAMPLE CONFIGS.......... 2-3 GLAZING DETAILS ............ 4.5 ANCHORAGE .....................6-14 DESIGN PRESSURES 6-8 INSTALL DETAILS..............12-14 ELEVATIONS .....................15.16 PANEL /SILL TYPES.........17 CROSS SECTIONS ............ 18.19 PARTS LIST ....................... 20 EXTRUSIONS .................... 21,22 I JR 104l05H7 I C I UPDATED TO FBC 2017. REVISED TASLES 1, 2.38A I 1070 7 ECHNOLOGY DRIV.' N. VENICE. FL 34275 r941)460-1600 CERT. OFAUTH, A29296 Anchor -Giotip Anchor Type Frame Member Substrate Min. Edge Distance Min. O,Q. Distance 0.11n. Embedmentor Metal Thickness ' .' A. 1.112184i SMS. (FT=60 Wt. F,= 95 ksi) 912 410 SS S6S, (Fy= 90 ksi. F„= 110 ks() All Southern Pine (SG = 0.55) 9116' 719' 1.1a' 6063. -To Aluminum ale, -Ile" 0.090, A36 Steel 318' 9116' 0.050, GT. 33 Steel Stud 318- 9;16' 0.045- (18 Gal _ - _ ..,114' Elco Aggre-Gator® F,=57 ksi. F,=96 ksi - All Concrete (min 2-22 ksi 1-1i2" 3' 1.318' Jamb / P-hook Filled Block (ASTM CE0) 2' 3' 1 2" Jamb / P-hook Hall= Block (ASTM C90).2" 3' 1-114" All Southern Pine (SG = 0.55) 1' 1" 1.3!8' _- - ' B 912 Steel SIAS (Gr. 5) (min. of 3 threads beyond metal substrate) All Southern Pine (SG = 0.55) 9I16" 7i8' 1-3!8' 6063-T5 Aluminum 3%8' 8t1e 0.09C' A36 Steel' a., a" 9116, Q050' Gr. 33 Steel 3;8" 9116r 0.045_(18 Cal C 114' Eico UttraCorie- F,=155 ksi. Fr,-177 ksi AI! Concrete (min. 2.85 ksi) 1` 4` 1.3i8' Jamb., P-hook Hollow Block IASTM C90) 1' 6' 1-1i4' 1W Elco UkreC od' FT=155 ksi, F"= 177 ksi All Concrete (min. 265 ksi) 2-1;2" 4" 1-318' Jamb! P-hook Filled Block (ASTM C90) 247 4. 1-&4" Jamb! P-hook Hollow Block (ASTIR C90) 2-1;2" 6' 1-114' D V4' 410 SS Elco CreteFleXf� Fr=127.4 ksi, F..= 199.7 ksi Hand; S(II Concrete (min. 3.35 ksi) 1' 4' 1?&14' Jamb 1 P-hook Concrete (min. 3.35 ksi) 1' 6' 1-3?4' Jamb I P-hook Hollow Block (ASTM MG) 2-1i2" 6" 1.114' All Southern Pi;w_ SG - 0.55 1" 1-3i8' FA SERIES 770, IMPACT RESISTANT SLIDING GLASS DOOR INCLUDING POCKETS & 90°/1350 CORNERS GENERALNOTES 1 GLAZING TYPE OPTIONS: SEE TABLE B, THIS SHEET & GLAZING DETAILS ON SHEETS 4 & 5.-" 2) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM El300.'- B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300:.- C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 3) ANCHORAGE: THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE. FOR ANCHORAGE DETAILS SEE SHEETS 6-14. 4) SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS, AS APPLICABLE. 5) INSTALLATION SCREWS, FRAME SPLICES, FRAME AND PANEL CORNERS TO BE SEALED WITH NARROW JOINT SEALANT. 6) REFERENCES: ELCO ULTRACON, CRETEFLEX AND AGGREGATOR NOA'S, ANSI/AF&PA NDS FOR WOOD CONSTRUCTION AND ADM, ALUMINUM DESIGN MANUAL. 7) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE, CURRENT FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 8) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE, AS APPLICABLE. 9) TEST REPORTS: FTL-5980, FTL-5993, FTL-6001, FTL-6014, FTL-6015, FTL-6017, FTL-6022, FTL-6023, 1) WHERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGE FROM MORE THAN ONE OF THE ANCHOR GROUPS ABOVE, FTL-6024, FTL-6025, FTL-6028, FTL-6031, FTL-6033, FTL-6036 AND FTL-7554 CHOOSE THE ANCHOR GROUP OF THE LOWEST LETTER FOR ALL TABLES IN THIS APPROVAL 2) ALL ANCHOR HEAD TYPES ARE APPLICABLE. 3) FOR STEEL STUDS, MIN. FU = 45 KSI, MIN FY = 33 KSI. 4) FILLED BLOCK VALUES MAY ALSO BE USED IN HOLLOW BLOCK APPLICATIONS. 5) ANCHORS k1UST BE OF SUFFICIENT LENGTH SO THAT MINIMUM OF 3THREADS EXTEND BEYOND METAL SUBSTRATE. ANCHOR NOTES 1) FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ANCHORS. SEE TABLEA ON THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. 2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A, THIS SHEET. 3) WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-112" THICK. Y11Dt117f r 1tsNE13 �"eatp3l"' widr° PROPERLY SECURED, 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS -. INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS 10,3 DEPICTED AS 2X ARE 1-112" THICK OR GREATER.1X AND 2X BUCKS Acccpbu at Nt k xpirrni m -(WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION ISipg THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF , RECORD & TO BE REVIEWED BY THE BUILDING OFFICIAL. 4) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 5) IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT, MAX. 1/4"THICK & 3400 PSI MIN., (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED, BY THE AUTHORITY HAVING JURISDICTION. MAP ) - LM IMPACT 1 sGD-77o I NTS 1 1 22 1 PGTO130 ti4 LYtd6; r i hJD. 53?05 � ''77, �ffCtV:iL tit •'" A LYINIJtNs,ILLt)i� P.E. P.E,' 58705 EXAMPLE CONFIGURATIONS RATIONS NOTES: )ALLICONFIGURATIONS 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 pXXXXp, PXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION NOM. PANEL WIDTH NOM, PANEL WIDTH t 3 CAN BE OXXXp. PER TABLES 1-3 1 13 —J♦ PER TABLES 1-3 — ♦ f f i i 2) 90" & 135" CORNER CONFIGURATIONS CAN BE A COMBINATION 1 1 1 19 I OF ANY 2 STRAIGHT CONFIGURATIONS. G MAX. UNIT 13 Jw Jc I%o % 14 1a I ° MAX. UNIT 13 % 19 i Jw Jc Ira 1 1a i o a o 3) FOR NOM. PANEL WIDTH, SEE TABLES 1-3. HEIGHT 14 1a iFE� I W W W HEIGHT / 1s ,/, j/. ji 14 14 i�ap I w �-+ W "X" = OPERABLE PANEL, PER TABLES 1-3 I Y Q PER TABLES 1-3 I V "O"= INOPERABLE PANEL, POCKET y POCKET "p" =POCKET DETAIL LETTER j 1 _1 ___; tl _1♦r___� "w" = WOOD OR METAL INSTALLATION 1-PANEL w 2-PANEL CONCRETE INSTALLATION CONFIGURATIONS CONFIGURATIONS SHEET NUMBER MAX. UNIT WIDTH MAX. UNIT WIDTH DLO WIDTH = NOM. PANEL WIDTH - 1 NOM. PANEL WIDTH A A NOM. PANEL WIDTH A w c Cc DLO HEIGHT =DOOR UNIT HEIGHT -1- 1.86 1 13 1 t t 3 1 13 12 13 PANEL HEIGHT = DOOR UNIT HEIGHT-1.666" PER TABLES 1-3 PER TABLES 1-3 w G 1 13 MAX. UNIT w c HEIGHT PER TABLES 1-3 irinx x m m I w c U14, 113 MAX. UNIT 1�v3 € S $'n HEIGHT + w�+W PER 1 t3 I t TABLES 1-3 POCKET h jl - I rn m � ® m 4- I Jw Jc I 1 14 I c IUOa 14 14 1°y° :`q I IF¢� w W- 4 POCKET h 3-PANEL CONFIGURATIONS 4-PANEL CONFIGURATIONS w c w Ec w F� YuoilLlL ss1>fa�J 1 13 tw 13 - 1 13 1 13 12 3 fy eonep€5•ituJwl� f6y.$.3�,-fig - 4uf3iag lode NOM. PA PER TABLES 1-3 MAX. UNIT WIDTH Aw A w Bc w cc 1 13 1 13 r 13 —1V'--- - MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES 1-3 - I w Ac t 13 w c 1w 1 c A.CgAZ co lia ::! I U'03 Bzprata1f3!a__��(� ?f iRy ;5=•-`=•1"..,.� uiDm sfC s • G Jw Jr I - I Jt 12 13 1 0 1 19 19 19 19 I 14 14 I i9 12 13 MAX. UNIT is t9 is 19 ,°J ,` ios� I a ° MAX. UNIT 19 HEIGHT i7 O SEE NOTE w €� HEIGHT t 13 1s 19 1s j' ItiQ� PER to vN j, 2, THIS SHEET. PER TABLES 1-3 ! i c 1° �w TABLES 1� ® 1 is !1dRIO +I�f''�� l�' la" POCKET 1 LLJ-1♦f EITER Hc �♦♦♦`�''� _� 5-PANEL CONFIGURATIONS w CORNER, TYP.3 = ; : N°• 5t>f�s 1,a ,3 (OUTSIDE CORNER SHOWN, INSIDE CORNER SIMILAR) ;. -)3 1070 TECHNOLOGY CWVE ~-'�' N. VENICE. FL 34275 (P411480•1600 EXAMPLE CONFIGURATIONS trrt;oa.. •' ��.^` li� •''s... ..• L F� oy sc ec.acs CERLCiiAUTfl7202S6 SERIES 770 ALUM. SGD - LM IMPACT ' :;� ` t. ,♦ JR 0L05/17 C NO CHANGES THIS SHEET. P.E. A. LYPN.E.# 58 a-jRs : l'o f0/14ae SOD-771 NT$ 1 2 1 22 PGT0130AC 705' EXAMPLE CONFIGURATIONS MAX. TESTED UNIT WIDTH = 355-7116" @ 96" HEIGHT 300-114" @ 120" HEIGHT - NOM. PANEL WIDTH " Ap PER TABLES 1-3 113 1w t 1 t 1 12 13 C MAX. UNIT 12 13 HEIGHT, i 1 96" O1R 120" 1� ® m m m m r I Jw Jc I 14 1 14 1 Io40 I"cp IYf"i j0. n POCKET vWi 6-PANEL CONFIGURATIONS w Do c w FR 1 13 12 13 1 13 MAX. UNIT WIDTH NOM. PANEL WIDTH Aw Ac w cw PER TABLES 1-3 i 13 1 13 1z 13 CONFIGURATIONS NOTES: 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB LOCATIONS USING DETAIL "Jw", "Je, "Kw" OR "Kc" INSTALLATION. EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE pXXXXp, pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION CAN BE OXXXp. 2) 90" & 135" CORNER CONFIGURATIONS CAN BE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. 3) FOR NOM. PANEL WIDTH, SEE TABLES 1-3. "X" = OPERABLE PANEL, "O" = INOPERABLE PANEL, "p" = POCKET DETAIL LETTER "w" = WOOD OR METAL INSTALLATION "c"=CONCRETE INSTALLATION 1 SHEET NUMBER r Jw Jc I DLO WIDTH = NOM. PANEL WIDTH - 7" 1 G3 is t9 19 19 1 19 14 14 I ? DLO HEIGHT = DOOR UNIT HEIGHT-10.125" is 19 19 1s 1s 1s - 1a 14 i a s o PANEL HEIGHT = DOOR UNIT HEIGHT-1.866" MAX. 1w 13 UNIT Ic a %! HEIGHT 1 13 19 t9 t9 19 19 19 ��ww PER TABLES 1-3 / i ji / i o �¢ w ;� �/ /%'PocKEr 'may NOM. PANEL WIDTH PER TABLES 1-3 7-PANEL CONFIGURATIONS MAX. UNIT WIDTH w Dc - w F 7 13 1 13 1 1 .. - • Ac 1w t3 1w 13 tw t3tv -1\r--- I I.110[nic2i fEIRNNO `ED e5 NlfCFtt149+G11� L9C BuiAMcr,Cale ley ^t12b•D:j h�tttda-`— 1�'RQtt]1100 �ti 'L i iR �t ~~� 1 Jw Jc I 1 13 1 � 1319 MAX. UNIT t 9 19 t99Oo IHEIGHT 113 19 t9 1c 19 19 1 :/ I ti PER TABLES 1-3 r / �' � C� IBM ;ol!!`: . POCKET h 'I``�'`�' / I 8-PANEL CONFIGURATIONS No — t3 1 13 1 13 « '*' i � •'• \ '� 1070 TECH'NOLOGYDRIVE N. VENICE, FL 5427S - EXAMPLE CONFIGURATIONS %• vS, •'•,�`.` DP: r.!�.••',-��'` wl)4d0.1600 1st: CERT.OFAOTH.429299 SERIES 770 ALUM. SGD - LM IMPACT JR 04105117 C NO CHANGES THIS SHEEL ..,�"wr sa.': �., A. LYNN R111LER, PE. aer et: y,"� Ieaeaxn e7. n"a� JR 10/10/14 yt. SGD-770 NTS 3 = 22 PGTO130 C P.E.1158705 GLAZING DETAILS (G3, G3A, G4, G4A, G5 & G5A) 7/16" NOM. 7/16" NOM. 1" NOM. 3116" HS GLASS 3116" HS GLASS 3116" HS GLASS — — .090" PVB 090' PVB 090" SG _ 3116" HS GLASS 3/16" HS GLASS 7-0 3/16" HS GLASS 74 3/8" AIR SPACE 74 3116" T GLASS 82 82 ,...._. _._� 83 ` EXTERIOR I'' �`;° NO&L EXTERIOR; 3/4" NOM. 3l4" NOM. „LASS �3/4` GLASS I: t24-tz7 GLASS .! BITE BITE BITE EXTERIOR //(80 7/16" LAMINATED GLASS, TYPE G3 7116" LAMINATED GLASS, TYPE G4 1" LAMINATED I.G. GLASS, TYPE G5 9/16" NOM. 9116" NOM. 1" NOM. 3/16" HS GLASS 1/4' HS GLASS 1/4" HS GLASS • •pgp" pVg 090" PVB 3/16" HS GLASS 1/4" HS GLASS 74 1- - 5f16" AIR SPACE74 114"TGLASS82 83'iaf�tturr Rv4EWED xllD the klzt7�a •—� 314" NOM. JGLA 314"NOM. EXTERGLASS 314" NOM. A,.Upt— Noll° ^ IZEXTERIOR GLASS a i BITE BITE tea-tv I GLASS P.sptradoa 4a4ct I!: SITE EXTERIORZI .�"-----� 9/16" LAMINATED GLASS, TYPE G3A 9/16" LAMINATED GLASS, TYPE G4A 1" LAMINATED I.G. GLASS, TYPE G5A GLAZING NOTES: rd . 'v?35 3 'ANN" = ANNEALED A "HS" = HEAT STRENGTHENED SEE SHEET 15 FOR SPACER DETAILS. _ "T"=TEMPERED "PVB" _ TROSIFOP PVB BY KURARAY AMERICA, INC. f0?O TECHNOLOGYDRIVE r ''• �� ` t" .090" "SG" = SENTRYGLAe BY KURARAY AMERICA, INC. N, VENICE. FL 34275 GLAZING DETAILS ' `�1'•It1 .090" Re s�br: o.re: a".= : 19c1/a6af600 s262e6 ;u SERIES 770 ALUM. SGD-LM IMPACT '':;SJC ` JR OlIGSI'17 C NO CHANGES THIS SHEET. CERT. OFAUTH. y ' e a•""%rnn rr''f�f{�• �t A: EPI�NIfi11LLEH, P.E JR Qare: 1.. 0114 eneaeeur Bete: N SG0.770 NT3 4 ✓ 22 PGTO130 C P.E.058705 GLAZING DETAILS (G6, G6A, G7, G7A, G8 & G8A) — 1" NON. 7/16" NOM. I"NOM. 3116- HS GLASS 3116"ANIN GLASS —\ 3/16"ANN GLASS 090- .090, SG --7-- 3/16" HS GLASS- .090" SG 74 3116"ANN GLASS - 318"AIR SPACE — 74 3/16"ANN GLASS 3!8'AfR SPACE— 74 3/16"TGLASS � 82 3/16"T GLASS 13 83 0\6 EXTERIOR 314"NOM.. 3/4" NON. 3�NOM GLASS 124-127 24-127 GLASS BITE rGLASS 1�3 BIT SITE BITE i EXTERIOR EXTERIOR 80 7 79 9 sa 65 55 1" LAMINATED I.G. GLASS, TYPE G6 7/16" LAMINATED GLASS, TYPE G7_ 1" LAMINATED I.G. GLASS, TYPE G8 1" NON. 9116' NOM, l"NOM. 3/16" HS GLASS - 3116'ANN GLASS - 114"ANN GLASS — .090"SG— .090" SG - 3116. HS GLASS- .090" SG—'� 741 3116"ANIIGLAS��- 5116'AIR SPACE 74 114"ANN GLASS 5116"AIR SPACE 74 1/4" T GLASS 82 09"" r 1/4"TGLASS� rII0DIjcT RLNVWFD ,G GLASS r. AN 83 83 % ffitidingCed. 3 I QN 0 M. 3/4 NOM. EXTERIOR GLASS 314" NOM BIT 124-127 Expim9lia vm:��T- GLASS BITE GLASS BITE BITE EXTERIOR EXTERIOR 81 79 79 55 54 55 1" LAMINATED I.G. GLASS, TYPE G6A 9116" LAMINATED GLASS, TYPE G7A: 1" LAMINATED I.G. GLASS, TYPE G8A GLAZING NOTES: Wo. 56 7 C.- 5 : ANN"=ANNEALED HS" = HEAT STRENGTHENED SEE SHEET 15 FOR SPACER DETAILS. .r = TEMPERED ci "PVB"=.090"TROSIFOP PVB BY KURARAY AMERICA, INC. 107,0 4, VENICE, FL 34275 TECHNOLOGY DRIVE GLAZING DETAILS .SG" =.090' SENTRYGLA9'13Y KURARAY AMERICA, INC. 1-4114 80-1600 CERT. CFAUTH. #29296 SERIES 770 ALUM. SGD - LM IMPACT C NO CHANCES THIS SHEE7 h. LVNNVitlm P.E. JR 1011a14 .1.11171 1 NTS 1 5 - 22 PGTO130 C P.E.0 58705 Design Pressure (DP) and Anchor Quantities Required, Maximum DP for all sizes: (for all approved configurations on Sheets 2 & 3) +60 ! -60 psf For comer astragal anchorage on 90° or 135" comer units, see sheet 11 (May be limited by Table 1A) Door Unit Height Table applies to Glass Types 3, 80. g4" 90" 96" 3A. 5, 5A, 7, 7A, 8.& aA and 69.7J8' DLO 73-7/8' DLO 79.718' DLO 85-718' DLO the S1ileAstragal Types shown below. Anchor Group Anchor Group Anchor Group Anchor Group A B C D A B C D A B C D A B C D HeatliSili C4+t C4+t Ca+1 C4+1R7�8 -e4' 01.0 am8 6- 8 8 8 8 8P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 748 7+8 7+8 7+8 7+6 7+8 Head5ill C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+t C4+1 C4+1C4+1 G4+1 C4+1 C4+1 04+1 30, flL0 Jamb 8 8 8 8 8 8 6 8 8 a 8. .8 8 a 8 vP-hook 6+7 6+7 6+7 6+7 7+a ' 7.8 7+8 7+8 7+8 7+8 7+8" 7+8 7+6 7+8 7+8 Head!Sili G4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 G4+1 C4+1 C4+1 04+1 C4+1 C4+1 m -s6' 0 Jamb 8 8 8 8 8 6 8 6 8 8 8- 8' "8 8 8 8 a. l I P-hook 6+7 6+7 6+7 &5 7+8 7+6 7-8 7+6 7+8 7+8 1 7+8 7+8' 7+8 1 7+8 7+8 7«8 HeadlSiil 24+1 C4+1 C4+1 C4+1 C4.1 C4+1 C4+1 C4+1' C4+1 04+1 C4+1 C4+1 C4+1 .0 42° Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 z DLO P-hook 6+7 7+8 7+c' 7+8 7+6 7+a 7+8 7+9 7+8 '7+8 7+8 7+8 7+8 Head;Sill C4+2 =8+ C4+2 G4+2 CA+2+2C4+2 C4+2 C4+2 C4+2 -A+2 C4+2 C4+2 C4+2 Jamb a a 8 8 8 8 a 6 8 10 8 8 S P-hook 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 U. NOTES: 1) POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 3-1/4" SILL. 2) WHEN USING THE 2-112" SILL, POSITIVE WATER DP IS 46.67 PSF IVIAX. 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 TABLE 1A. 3) 4-.3-1/4' AND 2-1/2" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-112° SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 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. Sill Height to Max. (+) DP (Water Infiltration Rating) Sill Riser Height (+) Design (Flat or Box, see Pressure, psf Sheet 17) Flush - 1-V2" see note 3 Low - 2-112" + 46.67 Medium - 3-1/4' + 60.0 High-4" +60.0 Stt NV 1 tJ l-S DLO WIDTH = NOM. PANEL WIDTH -7" DLO HEIGHT= DOOR UNIT HEIGHT-10.125" PANEL HEIGHT = DOOR UNIT HEIGHT - 1.866" OH LENGTH F- 2 2 O O OH RATIO = OH LENGTH OH HEIGHT Interlock P-hook Lockstile @ Jamb Straight Astragal Assembly Lockstile @ Straight Astragal 90° Astragal Assembly Lockstiie @ 90' Astragal 13S" Astragal Assembly Lockstile @ 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 g OutsideCornelrl' Outside Corner Inside Corner >- r` Inside Corner Outside InsideComer_' I Corner Part#60 (x2) Part #60 Part #60 Part #60 (Stile) Part #67 (Astragal) Part #60 Part#61(Stile) Part #118 (Corner part #119 (Out.) Part #120 (in.) Part 961(SGIe) Parts #31 & #32 Part #61 Receiver) (Corn. & Fxd Mount) 1070 TECHNOLOGY DRIVE N VENICE, FL 34175 (941)460-:600 CERT. OF AUTH. 929296 REVISED TABLE 1. DP AND ANCHORAGE SERIES 770 ALUM. SGD - s �sco-nd NTS G 22 PG70130 i'AODUCT RPNEWRD LY W-PIli. g vthh firs RWW 6uidi-Code n«�tgRa ko ( - t2 b `03 ExPlratlsa Qats�,,,)jwty.'2nQS~ ��in NC!. jt:7:tS r,J .1 rm OF A. LYNN MILLER. P.E. P.E.# 58705 Design Pressure (DP) and Anchor Quantities Required, (for all approved configurations on Sheets 2 & 3) For comer astragal anchorage an 90' a 135' comer units, see sheet 11 - Maximum DP for all sizes: +601-60 (May be limited by Table 2A) Door Unt Height Table applies to Glass Types 4, 4A, 80' 84' 90- 96, 102' 108, 114' 120' 6. 6A, 7. 7A. 8 & BA and the Stile!Astrsgal Type; shown belmv. 69.718" OLC 73-7/8" DLO 79.718" DLO 55-7!8' DLO 91.7;8 L 97.7!B O 103.718- OL 109-718 DLO Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor 9mup A B I C D A B C I D A B C D A B C I D A B C D A B C D A I B C 1 0 A a C D HeadiSill C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1'C4+1 C4+1 C4+1 +1 C4+1 C4-1 C4+1 C4a1 +1 +i Coat C4+1 C4+1 C4+1 C9+1 C4+11C4.1 +1 C4+ C4+7 Ca+1 Coat C4+1 C4+1 +1 24' •Iamb 8 6 8 8 8 8 8 8 8 8 8 8 ' 10 10 10 10 10 10 10 10 10 1 10 10 10 10 10 10 10 DLO P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7.8 7+8 7+8 1 7+8 7+6 7-6 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 HeadiSill C4+1 04+1 C4+1 C4+1 C4+1 C4+1 G 1P,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 li4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+7 C4+1 C4+1 C4+11C4+1 C4-1 's0" Jamb 8 8 8 8 8 B E 8 8 8 8 a 8 8 8 8 10 10 10 10 10 10 10 10 10 10 10 10 70 10 10 10 DLO 1 P-hack 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+b 7+8 7+8 7+8 7+6 7+8. 7+8 7+8 8+9 8+9 6+9 8+9 8+9 l a+9 8+9 8+9 9+10; 9+10 9+10 9+10 9+10 9-10 9+10 9+10 I( HeadiSill C4+1 C4+1 C4+t C'+7 C4+t C4+1 C4+1 C4+1 Coat C4+1 C4+i C4+1 C4+1 C4+1 C4+1 C4-1 T4_i CC+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1jC4+1 C4+1 ,C4+1 C4+1 C4+1 C4+1 C4+1 36' Jamb E 8 8 E 8 9 8 8 8 8 E 8 8 8 B E 10 1G 70 10 10 70 10 10 10 1 70 10 i 10 10 10 10 10 IDLO P-hock 6+7 6+7 6+7 6+7 7+8 7+e 7+8 7+8 7-8 7+8 7+8 7+8 '7+8 7+8 t 7+8 �7+8 8.9 8+9 8+9 8+9 0+9 8+9 a+9 8+9 9+10 9+10 5+70 9+10 9+10 9-10 9+10 9+10 HeadiSill C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4-1 C4+i C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+t C4+7 C4+1 C5+1 C5+t Ct+1 C4+1 42" Jamb B 8 8 8 8 8 8 a 8 8 6 8 8 8 -, . _ B 6 10 t0 70 10 10 10 t0 10 10 10 10 t0 72 10 10 10 - 4 DLO P-hock 6+7 6+7 6+7 6+7 7+6 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 1+8 7+8 8+9 8+9 8+9 S+9 8+9 6+9 8+9 a•9 9+10 9+10 9+10 9+10 9+10 9+10.19+10 9+10 HeadiSill C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C.+4 C4+2 C4+2 CA+2 C4+2 C9+2 C4+2 G1.2 C4*2 C4+2 Cd+2 C4+2' C4+-4 C4+2 CSa2 C5+2 C4+2 CA+2 C5+2 C5-2 C5+2 C5+2 C5+2 C5+21 G+2 C5+2 Z 48' IDLO Jamb 8 8 8 8 8 8 6 6 a 8 8 8 10 a - 8 8 -10 l0 70 10 10 10 10 10 12 to to 10 12 10 to 10 P-nook 6+7 j 6+7 6+7 6+7 7+8 7+5 7-8 7+8 7+8 7+8 1 7+8 7.6 ?+8 7+8- 7+8 q 7+8 8+9 8+9 8+@ E+9 6+5 16+9 8+c 8+9 9+10 i 9+10 9+10 9+10 9+W 9+10 9+10 9+10 �• 60, DLO HeadiSill C4+21 C4+21 C4.2 C4+2 C4+2�7+ C4+2 C4+2 7 C4+2 C4+2 C4+2 C4+2 C4.2 �+2 Not available Ifl these sizes ' Jamb 8 a I 8 8 E 70 8 1 8 8 10 8' - 6- 8 P-hcoK 6+7 16a7 6+7 6+7 7+8 7•8 7+6 7+8 7+E 7+8 7+8 7aE .7ta DLO HeadiSill C4+2 C4+2 C4+2 C-0+2 N72 C4+2 C442 C4+2 04+2 C4+2 C4+2 C4+2 C4+2 -Iamb 8 1 8 8 B 6 1 8 a b 10 8 8 a 10 a a 8 P-hook 6+7 6+7 6+7 6+7 7+8 1 7+8 7+E 7+8 7+8 7+8 7.8 7+8 7+8 7+8 1 7+8= 7+6 run CAAMrLt UN 1.1011VV IADLC, OCC Or'IMM 1 a. NOTES: 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, POSITIVE WATER DP IS 60.0 PSF MAX. WHEN USING THE 4" SILL, POSITIVE WATER DP IS 60.0 PSF MAX (NEGATIVE PRIES. UNCHANGED). SEE TABLE 2A. 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 2 MAYBE USED WHEN THE DOOR IS PROTECTED BY - AN OVERHANG COMPLYING WITH THE CURRENT FBC (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 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. 61 JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY DIVIDE BY 2 FOR PAIRS TO BE OH LENGTH D: = OOI OH RATIO? 1 O 0 OH RATIO = OH LENGTH INSTALLED. SEE NOTES 1-3 OH HEIGHT _cTc n+ crr1AIC Anri1 C =I=TC +A 2 10 PnP ACCF4AR1 V nr:TCll C Sill Height to Max. (+) DP ((Water Infiltration Rating) Sill Riser Height (+} Design (Flat or Box, see pressure, psf Sheet 17) Flush-- 1-112" see note 3 Low - 2-1/2' + 46.67 Mc-dium - 3-114" + 60.0 - Hich-4' +60.0 Straight Astragal Lockstile @ ,90' Astragal. Lockstile @ 135' Astragal Lockstile @ Interlock P-hook Lockstile @Jamb 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 Outside C Outside Inside Corner a �Inside Corner e Comer Outside InsideiCorner' I I Corner Part #61(x2) Part#61 Part#61 Part 67 ( ( {Stile) Astragal) Part #67 Part#61 Part #61(Stile) Part #118(Corner Part #119 {Out.) Part # 120 (In.) Part #61(Stile) Parts #31&#32 Part#61 Receiver) (Corn. & Fxd Mount) N VEN!CE. FL 34275 (s")4d0.1600 new"ar_ CERT. OFAUTH #25256 04/051:7 C REWSED TABLE 2. REMOVED EXAMPLE DP AND ANCHORAGE Mt SERIES 770 ALUM. SGD - LM IMPACT �.axxnv"v. .. u...sa�" SGD-77G NTS �•7 a 22 PGT0130 NOM. PANEL WIDTH - 7" DLO HEIGHT = DOOR UNIT HEIGHT - 10.125" PANEL HEIGHT = DOOR UNIT HEIGHT - 1.866' PRQt9t!('i'RiL°�i 4a wnpiyiagaitik 11ei Bai `Wing Codr Ezptrntkn IIarc��(„-2a2f 1!8i4mi Dwrr, vkoduci Cersaast A. N44' VilLiA" P.E. P.E.0 58705 Design Pressure (DP) and Anchor Quantities Required, (for all approved configurations on Sheets 2 & 3) For comer astragal anchorage on 90` or 135' comer units, see sheet 11 Maximum DP shown below (May be limited by Table 3A) Table applies to Glass Types 4, 4A, Door Unit Height BT 84" 1 90" 96" 102" 108" 6, SA, 7, 7A, 8 8 8A and the Stile/Astragal types shown below. 69-76" DL 73-7/8' OLO I 79-7i8" DLO 85-7i8" 01.0 91-7i8 O AD 97- 8 DLO Anchor Group Anchor Group Ancher Group Anchor Group Anchor Grovp Anchor Group A 8 C D A B C D A B C DI A 1 6 1 C I D A 1 B 1 C I A 1 6 1 C ID Design Pressure +/-90.0 psf +I Ps +1- Ps 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+7 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 24' DLO Jamb 8 8 8 8 8 8 8 8 8 B B 8 8 8 ' 11 8 10 10 70 10 10 1 10 10 10 .P-hook 1 6+7 5+7 1 6+7 1 6+7 1 7+8 1 7+8 i 7+B 7+6 1 7+8 1 7+8 1 7+8 7+8 1 7+8 7+8, '1+8 7+8 8+9 1 8+9 1 8+9 8+9 8+9 1 8+9 1 8+9 1 8+9 Design Pressure +I50.0 psf -1-62.5 psf +i-75.0 psf 23' Headlsul I C4+1 C4+1 I C4+1 C4+1 C4+1 C4+1 C4+1 I C4+1 I C4+1 I C4+1 I C4+1 I C4+1 C4+1 C4+1 C4�1 24+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 r 30" CLO Jamb b 8 8 8 8 B 8 8 10 8 8 8 10 8^ ,8 - . 8 70 10 10 10 10 10 1G 10 P4took 1 6+7 1 6+7 1 6+7 1 6+7 1 7-8 1 7+8 1 7+8 j 7+8 1 7+8 1 7+5 1 7+8 1 7+8 1 7+8 1 7+8.17+8 1 7+6 8+9 8.9 8+9 S+9 8+9 8*9 B+9 8+9 Design Pressure 'A90.0 psi ,C5+1 +1.82.5 psf +1-75.0 psf 29" HeadiSill 04+1 C4+1 C4+1 C4+1 04+1 04+1 C4+11 C4+1 C4+1 04+1 C4+1 C4+7 C5+1 E4+1 C4+1 C5+1 C5+1 C4+1 C4+1 C5+1 CS+1 C4+1 C4+1 o• 36' DLO Jamb 10 8 8 8 10 8 8 B 10 .., 8 8 8 '42 j 10 8 8 12 10 10 10 10 10 10 10 c P-nook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+6 7+8 7+8 7+8 8+9 18+5 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 B+4 8+9 o i Design Pressure +1--9D.0 psf +1-82.5 psf +/-75.0 psf Z 35' HeadISill C/+2 C4+2 C4+2 Ca+2 C4+2 C4+2 C4+2 CA+2 CS+2 C5+2 C5=2 Ca*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 4`" DLO Jamb 10 8 8 1 8 1 10 8 1 8 1 8 1 12 1 10 1 8 -6. 92 10 8 1 8 12 10 1G 10 12 10 10 10 Phook 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 8+9 6+9 8+9 5+9-8+9. 8+9 8+9 8+9 8+9 8+9 B+9 8+9 8+9 8+9 8+9 8+9 Design Pressure +1500 psf ;See No(e'A row. +/-82.5 psf +/-75.0 psf 41' I HeadSill C5+2 C5+2 C4+2 CA+2 C5+2 C5+2.C5+2 C5+2 C5+2 C5+2 CS+2 C5+2 C6+2 C6:2. +2 CS+2 C6+2 C6+2 C5+2 C5+2 C6+2 C6+2 C5+2 C5+2 45" DLO 1 Jamb 10 8 8 8 12 10 1 8 8 12 10 8 8 14 . - 12 _ b . 8 14 12 10 10 14 10 10 10 1 P-hook 1 7+8 1 7+8 1 7+8 7+6 1 8+9 1 8+9 1 8+9 1 6+9 1 8+9 1 8+9 1 8+9 8+9 9+10 9+;O,i a+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 GL:A55 I,YPtS 4\4A, ti, cA, [A, S tS t3A; +1-61.1 YVK IriASJ I T YC r NOTES: EXAMPLE ON SHEET 9 1) POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 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" SILL, POSITIVE WATER 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 1-112" 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. _..� �_.. - ........�.. ., .......-...,.. ­­ .,_ ____ .--- •'" - n "I I ... 1-. - " - - on ++'A-e-Kic -in cucC i2 2 +O rno AQQC6:IR1 V r1FTAh Q Interlock P-hook Lockstile @ Jamb Straight Astragal Assembly Lockstile @ Straight Astragal 90' Astragal .- Assembly Lockstile @ 90' Astragal 135' Astragal Assembly Lockstile @ 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 QutsideCorner` ''• Outside Corner Inside Corner ca _ r ■� Inside Caner Outside Inside Corner-. Corner Part #61 (x2) Part #61 Part 961 Part #61 (Stile) Part #68 (Astragal) Part #61 ' Tart '$161(Stile) Part(Corner Part #120 (Out.) part #120 (In,) Part #61 (Stile) parts #31 & Part #61 Receiver) Receiver) ou (Corn. & Fxd Mount) I JR 1 0410-V17 I C I REVISED TABLE 3. ADDED EXAMPLE. I N. V6vCE, FL 3`275 - OP AND ANCK)HAUL !sat)4aa•tew CERT. OFAOTH. e29296 - SERIES 770 ALUM. SGD - LM IMPACT 6riYnRrt Aai�:NTS A: 6Kc ° sco-77a 8 N 22 PGTO130 TGRI F'AA- Sill Height to Max. (+) DP (Water Infiltration Rating) Sill Riser Height (+) Design (Flat or Box, see Pressure, psf Sheet 17) Flush - 1-112" see note 3 Low - 2-112" + 46.67 Medium - 3-114" + 60.0 High - 4' + 90.0 Stt NU 1 tJ 1-3 OH LENGTH OH RATIO 2 1 OH RATIO = OH LENGTH OH HEIGHT r'RUBirCE' 12bNkYVE� � �>"p1y1t�wldctlae�„ 8aM4Jag cod. Amptan"No I`I_1121-4 19tinmt &ma's 651;tR..^sf &�k• % 53705 `"7SO_- �'\ s'T'mC' •a te •�un111t1' A. LYNN MILLER. P.E. RE# 58705 SEE SPLICE NOTE, THIS 4.051" 24" MAX. O.C. 1 24" MAX. O.C. 48" NOM. PANEL WIDTH NO FRAME "9+10" P-HOOK ANCHORAGE CONSISTS OF: SEE "C5" CLUSTER JAMB REQUIRED (9) P HOOK ANCHORS, @ (PERPENDICULAR TO GLASS SEE'C5" CLUSTER MAX. UNIT WIDTH SEE "CS" CLUSTER DETAILS, DETAILS, SHEET 10 FOR ASTRAGAL EXTERIOR PLANE) SEE TABLE 2, SHEET 7 POCKETS k AND DETAILS, SHEET 10 FOR REQUIRES "C6" SHEET 10 FOR INTERLOCK INTERLOCK CLUSTER, SEE 48' NOM. DETAILS, SHEET 11 24" MAX. O.C. I SEE POCKET (10) P-HOOK -__. __ _ _ _•� JAMB x } x PANEL.WIDTH x x xxx"x x /x x x B—MAX. MOUNTING INSTALLATION, ADAPTER 6' MAX. z x ( x x Io}� }� x x, x x "zx x�� x x x x 1' x x x x J THIS SHEET l 1 ANCHORS MIDWAY �I o' L WMAX. ; jam& SHEET 14 BETWEEN P-HOOK f I oI ' I 4 PAIRS OF ANCHORS & AT 3' ' — FRAME x 1 ANCHORS 1 FROM TOP & I cc 14 MAX. O.C. BOTTOM yQ ��I,Im� I o I Iof o ANCHORS 96" UNIT x 21 MAX. O.C. (TOTAL 8 ANCHORS) MAX. TOOPENING "'o I I®I 0 ®=P-HOOK HEIGHT PERJAMB EDGE OF POCKET SEE ' w a INSTALLATION ' ® 0 I- I to MAx. o.C_' ` off- -- O ANCHORS x (SEE JAMB DETAIL DETAILS'Jc'&'Kc, mQ ®' I mo=P-HOOK ;V BELOW) END PANEL SHEET 14 &PART ! w i -ANCHORAGE DETAILS'J' &'K', ` 6 y� - o, 3' MAX MOUNTING ADAPTER x x (2 ANCHORS) SHEET 19 FOR `•`"' ANCHORS rx P-HOOK -___._ 8 MAX. "+2" ANCHORS-. END PANEL lof--� x, ✓ ` _ x ' - x x x x END PANEL ANCHORAGE E (SEEANCHORAGE ANCHORAGE (SEE SKETCH BELOW) .. ' x x x x+2. ✓_•+2" SKETCH BELOW) CENTERLINE 8' MAX., TYP. -+2" ... +2" ANCHORAGE �- ANCHORAGE ANCHORAGE ANCHORAGE ANCHORAGE ANCHORAGE OF PANEL 1 2.04" f EXAMPLE 5-PA4EL 2 TRACK 90" OUTSIDE CORNER - pXXIXXO = EXT: MOUNT POCKET ANCHORAGE PLAN: 48' x 96" NOM. PANELS, ANCHOR GROUP C IN CONCRETE SUBSTRATE (SEE TABLE 3, SHEET 8) ! 6. SPLICE NOTE: 1 ' NOW STRUCTURAL ANCHORAGE EXAMPLE NOTES: ANCHORS MAY BE ADDED 1) APPROVED ANCHORS: SEE TABLE A, SHEET 1 2) ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES 1-3, SHEETS 6-8: CENTERLINE OF INTERLOCK HEAD & SILL: 8" MAX. FROM FRAME CORNERS. USE SPECIFIED CLUSTER FROM APPROPRIATE SEE "C5" CLUSTER TABLES, SHEETS 6-8 AT EACH INTERLOCK AND DETAILS, SHEET 10 STRAIGHT AND CORNER ASTRAGAL LOCATION, FOR INTERLOCK PLUS SPECIFIED QUANTITY OF ADDITIONAL "+2" ANCHORAGE INTERMEDIATE ANCHORS PER PANEL. ADDITIONAL ANCHORS 24" O.C. MAXIMUM. I ! i AS NEEDED TO ALIGN THE �EXTERIOR HEAD OR SILL IF A SPLICE 21' ;± LJ OCCURS AT THE P-HOOK. MAX. tt O.C. i YP.O}3i:L'SRE�E'W'$a'A� i uasmpryk.2.:v3Lttt�$'i1a�.�' I 13 i .gcadr trz6s3 t Ii G­y 6" MAX. ISift�' 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 2-TRACK P-HOOK ANCHOR DETAILS ON SHEET 14. FRAME JAMB ANCHOR PAIR REQUIRES "+2" ANCHORAGE SEE "C5' CLUSTER _ - END PANEL CENTERLINE CENTERLINE "C6" CLUSTER, SEE OF : ;-DETAILS, SHEET 10 OF ANCHORAGE DETAILS, SHEET 11 r FOR ASTRAGAL-- r (2 ANCHORS) 8„ INTERLOCK ASTRAGAL 4051" I 3.5° MAX. .tIt 1•. Ci 7.1"- EXTERIOR O 587U,- ' ` CENTERLINE CENTERLINE- -- °- _ "+Z".ANCHORAGE CENTERLINE { "+2"ANCHORAGE L I OF PANEL 3 � OF PANEL 4 � - I OF PANEL 5 SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS 7070 TECHNOLOGYDRIVE N. VENICE, R 34273 cmW.'. ANCHORAGE SPACING&EXAMPLE PLANS i .', .47E"r 1 •' �'� %, t^;'•.:`;roRID ..•='�`f ;� (041)4601600 rc �, t+ �1 ••....•. �� CERT.OFAUTH. #29286 SERIES 770 ALUM. SGD - LM IMPACT l�„J ;•- JR 04706H7 C CORRECTED EXAMPLE TO UPDATED ANCHOR VALUES. - F^+ A. LVNN 1viILLEf11. P.E. u:�,"� JR cox 10110114 Cn.n�sr wia SGD-770 NTS 9 �' 22 PGTO130 C P.E.#68705 ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR I (FOR SPLICE ASTRAGAL OR SPLICE LOCATION INTERLOCK--4—IF NEEDED INTERLOCK—, CONDITION, USE INTERLOCIF NEEDED CENTERLINE I CENTERLINE "C6" CLUSTER DETAIL) CENTERLINE 3.5" 7 1.75" 7" ' 7" ' 3.5" 1.75" __ ---- 4"DIAG, o - WDIAG2.04"2.04° 4 EXTERIOR 3.5" 7° EXTERIOR 4"DIAG. 7" EXTERIOR .7" 2-TRACK FRAME HEADISILL � 2-TRACK FRAME HEAD/SILL � _ ' 2-TRACK FRAME HEAD/SILL a ASTRAGAL OR INTERLOCK a ASTRAGAL OR INTERLOCK a ASTRAGAL OR INTERLOCK (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED, "C4") ANCHORS ARE REQUIRED, "C5") ANCHORS ARE REQUIRED, 'C6') ASTRAGAL OR SPLICE LOCATION INTERLOCK- —IF NEEDED CENTERLINE i 3.5" o j 4.08 EXTERIOR 7" 3-TRACK FRAME HEAD/SILL a ASTRAGAL OR INTERLOCK (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, "C4-) ASTRAGAL OR SPLICE LOCATION INTERLOCK47IF NEEDED CENTERLINE ASTRAGAL OR (FOR SPLICE ASTRAGAL OR L SPLICE LOCATION INTERLOCK CONDITION, USE - IN TERLOCK—1 IF NEEDED CENTERLINE I "C6" CLUSTER DETAIL) CENTERLINE .I--��{ 3.5" 3.5" Imo— 7" ICI 2.04" 4.08"- - EXTERIOR 4" DIAG. EXTERIOI n 7" �L V 3-TRACK FRAME HEAD/SILL v ,,^a_ ASTRAGAL OR INTERLOCK (USE WHERE 5 CLUSTER ANCHORS ARE REQUIRED, "C5") I / 1 2.04 -- 3-TRACK FRAME HEAD/SILL a ASTRAGAL OR INTERLOCK (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED, "C6") ASTRAGAL OR II ASTRAGAL OR (FOR SPLICE INTERLOC(FOR SPLICE INTERLOCK CONDITION, DO NOT CENTERLINE I CONDITION, USE CENTERLINE USE THIS DETAIL) C6- CLUSTER DETAIL) 3.5' 3.5" 2.04" ` ` 'j I 6"DIAG. 2.04' r i EXTERIOR 6" DIAG. 21' • MAX. (. 11 1 is 1 i ' �' j�s O.C. l i i Ii; I1 1 21" � Iil EXTERIOR i ( j + I 5.64" MAX. O.C. 1 is 6° MAX. 1 4 j 5.64' 2-TRACK 1' :s FRAME JAMB 6"MAX. ANCHOR PAIR I I 4-TRACK 6" DIAG. FRAME JAMB ANCHOR PAIR 2.04" ! EXTERIOR ' 't i i ANCHORS MAY BE INSTALLED 21" �' i j EITHER IN THE EXT. OR INT. MAX. TRACK (INT. SHOWN) O.C. i f NOTES: 1. ALL DIMENSIONS SHOWN 5.64° ARE BASED ON MIN. i. ALLOWED. 6" MAX. I I ( ; + 2. FOR HEAD OR SILL SPLICE LOCATIONS/ANCHORAGE AT 3-TRACK FRAME JAMB P-HOOK SEE SHEET 9. ANCHOR PAIR t-ROD-filF.Rh"we FOR SPLICED CONDITIONS ONLY: SPLICE LOCATION 7IF NEEDED -i 3.5" 1--- .» mmpi3•Sng airs the F.kaa I4oidhm Cod. Aec"upesnes PFe_y 1(2{�,•0'� Esp AWA tJateS !*^1J a"2r 1 � 4" DIAG. 2.04" 4" DIAG. 2.04" i 2.04' �5.37"G. I f - f 14° DIAG. 4.08" - 4" DIAG. EXTERIOR EXTERIOR EXTERIOR•, �— 7" 3.5" : .,""........ > 15 4-TRACK FRAME HEADISILL 4-TRACK FRAME HEADISILL 4-TRACK FRAME HEADISILL off`:' y{' •,`� ASTRAGAL OR INTERLOCK INTERLOCK ASTRAGAL OR INTERLOCK INTERLOCK ASTRAGAL OR INTERLOCK INTERLOCK (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 �{ 1070 TECHNOLOGY ORIVEku- N. VENICE, FL 34275 ANCHORAGE, EXAMPLE CLUSTERS :;,'��.. •. 'q�..•.�,ti .� 1941/460.7600 r i t . ms, U"". CERT.OFAUTH.029266 SERIES 770 ALUM. SGD — LM IMPACT >„ f,,nr•: ; t,�'.; !JR O,VS117 r:a C"LL NO CHANGES THIS SHEET :�„ ,,, �"; y,,,,°y,t �f%• �- t'' aqr az": aacxm e. w:r. g. A. L•YNN UILLER. P.E. .1R temna SGo-7711 NTS " 10 =' 22 PGTO130 "C P.E.ae7as 'A 2.04" 2'04" \ INTERIOR 2.04' INTERIOR 2.04' "+1' ANCHOR INTERIOR �� INTERIOR F 7• 6.12" I 4" DIAG. 6.12" 4" DIAG. / 8;943.5' 3.5° INTERIOR % I I INTERIOR / ,' INTERIO f INTERIOR — 90 " 13 t " 90 "1 CENTERLINE — 1 ° OF PANEL EXTERIOR EXTERIOR ° DIAG. 4" DIAG. I —I 3.O q" J 2.04" EXTERIOR 90' CORNER 2-TRACK FRAME HEAD/SILL (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, "C4") 4.08' INTERIOR I 4" s INTERIOR i 2.04' J I~ EXTERIORR 8.94" 135° CORNER 2-TRACK FRAME HEADISILL (USE WHERE 5 OR 6 CLUSTER ANCHORS ARE REQUIRED, "C6") "+1" ANCHOR ` 135' 1 �5.37'-"Dl=AG=. EXTERIOR 3:5" 4.08"4.08" 7„ 5.37" D AG. CENTERLINE 4" 3.5' " OF PANEL EXTERI3'S° OR 4" • '- ON EXTERIOR 7" __ ; • INTERIOR _ "+2" ANCHOR 7" EXTERIOR ALL 90" CORNER 135" CORNER 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" .12" 3.5" q•EXTERIOR 5 88" (� OF PANEL { iINE NTER10R I_ OF PANEL INTERIOR g0 • 4" 3 5 I 135" "+3" ANCHOR — --; DIAG. T 2.04"- 6.1' 3.5' 4,08° 2" 4° DIAG. iI 6.12' " G 7" EXTERIOR 2.04' J 3.5" " 4° 4" DIAIG. 3.5" " 3.5" — (— EXTERIOR 7" EXTERIOR 4" -2 04" CENTERLINE 90" CORNER 135" CORNER �OF PANEL 4-TRACK FRAME HEADISILL 4-TRACK FRAME HEADISILL 4-TRACK FRAME HEADISILL ("C8" ANCHOR CLUSTER REQUIRED ("C8' ANCHOR CLUSTER REQUIRED INTERMEDIATE ANCHOR LAYOUT AT ALL 4-TRACK CORNERS) AT ALL 4-TRACK'CORNERS) (3-TRACK SIMILAR) NOTES: 1. ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. a 7070 TECHNOGOGYORIVE 2. DETAILS DEPICT ANCHOR QUANTITY AND SPACING, AND WOULD BE N. VENICE, FL 34275 ANCHORAGE, EXAMPLE CLUSTERS IDENTICAL FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS. (WI)480-WO , CERT. OFAUTH. *9298 SERIES 770 ALUM. SGD - LM IMPACT JR 04/D5l17 �C: NO CHANGES THIS SHEET. —ay. O;m: G leGih Osm: � SrE.°Gh.r ' JR '0110114 no N 1TS 1 m 22 PGT0130 r I f� 3 I 4" 2.04" II7° EXTERIOR 90' CORNER 2-TRACK FRAME HEADISILL (USE WHERE 5 OR 6 CLUSTER ANCHORS ARE REQUIRED, "C6") 1 EXTERIOR 3.5- } INTERIOR t 7„ J --4 3.5" / 2.04EXTERIOR 4" 135" CORNER 2-TRACK FRAME HEAD/SILL (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, "C4") INTERIOR 4.08° 7.41" �.. Y "+2" ANCHOR 2.04" 4" DI/ 3.5" I I CENTERLINE I� OF PANEL "+3" ANCHOR 2.04" 4" DIAG. I _ 3.5" 7" CENTERLINE OF PANEL 2-TRACK FRAME HEAD/SILL INTERMEDIATE ANCHOR LAYOUT r@zOt141CF R€NF.W90 S-Aftp Cod. s cars}tplag wit@ t$¢ �eiSsG ;.ectptrcice Na €;:(u�ttop ate 2 �r � s�3a3rou¢�4i^.c�• _. 0 •, STNrE Or ` 'Jltilil;tt„i�• A. LYNN MILLER P,E. P.E.Y. 58705 INSTALLATION DETAILS EDGE DISTANCE: SEE TABLE A, SHEET 1 EXTERIOR SHIM EMBEDMENT: SEE TABLE A, SHEET 1 2X WOOD WOOD ANCHOR TYP., TYP., SEE ANCHOR !� SEE ANCHOR NOTES NOTE 3, SHEET 1 & TABLE A, SHEET 1 2-TRACK FRAME HEAD Aw WOOD INSTALLATION WOOD ANCHOR TYP., 2X WOOD SEE ANCHOR NOTES TYP., SEE ANCHOR & TABLE A, SHEET 1 NOTE 3, SHEET 1 SEE ANCHOR NOTE 5, SHEET 1 (1/4" MAX.) _.... EXTERIOR 2-1116"' EDGE DISTANCE: SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 2-TRACK FRAME SILL ow WOOD INSTALLATION EMBEDMENT: SEE 1 TABLE A, SHEET 1 �� ] 2X WOOD !Zs EDGE DISTANCE: TYP., SEE ANCHOR SEE TABLE A, SHEETI NOTE3.SHEETI '�'`;::'i: i? WOOD ANCHOR TYP., SEE ANCHOR NOTES — \: ; & TABLE A. SHEET 1 t?t1+,h� EXTERIOR 114" MAX. SHIM 2-TRACK FRAME JAMB Gw WOOD INSTALLATION r,4105 ;7 I G I NO CHANGES THIS SHEET. EMBEDMENT: SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 MIN, OF 3 THREADS BEYOND EDGE DISTANCE: EDGE DISTANCE: THE METAL SUBSTRATE SEE TABLE A, SHEET.1 SEE TABLE A. SHEET 1 2-1/16 -'' 2-1/16"' NOTES: 1/4' 1. ALL DIMENSIONS =_--' MAX. k �I MAX. SHOWN ARE BASED EXTERIOR �j SHIM EXTERIOR _ -j! SHIM ON MIN. ALLOWED. a t _- -= _ T a 2. METAL OR WOOD J SUBSTRATES MAY BE USED FOR ALL FRAME 2X WOOD WOOD ANCHOR TYP., METAL TYP., SMS ANCHOR TYP., TYPES PER TABLE A, TYP., SEE ANCHOR SEE ANCHOR NOTES SEE ANCHOR SEE ANCHOR NOTES SHEET 1. NOTE 3, SHEET 1 & TABLE A, SHEET 1 NOTE 4, SHEET 1 & TABLE A, SHEET 1 IS 3-TRACK FRAME HEAD; 4-TRACK FRAME HEAD ' DIAGONAL O.C. L ® MIN 4" (HEAD &SILL) Bw WOOD INSTALLATION Cw METAL INSTALLATION - OR 6" (JAMB) SEE WOOD ANCHOR TYP., ' 2X WOOD SMS ANCHOR TYP., METAL TYP., DETAILS, SHEETS 10 & 11 SEE ANCHOR NOTES TYP., SEE ANCHOR. SEE ANCHOR NOTES SEE ANCHOR SEE & TABLE A, SHEET 1 NOTE 3, SHEET 1 SEE & TABLE A, SHEET 1 NOTE 4, SHEET 1 ANCHOR ANCHOR MIN. OF 3 THREADS BEYOND NOTE 5, - NOTE 5, THE METAL SUBSTRATE SHEET 1� _ _. SHEET 1� _ (1/4" MAX) _.. -: _. - (1/4" MAX.) ... :-- — EXTERIOR -� J- EXTERIOR it EMBEDMENT: SEE TABLE A, SHEET 1 2.1116 ' �---I ✓. a2-1/16 _.__._. EDGE DISTANCE: EDGE DISTANCE: SEE TABLE A, SHEET 1 SEE TABLE A. SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 ®3-TRACK FRAME SILL, Fw METALCNSFRAME MESILL Ew WOOD INSTALLATION EMBEDMENT: SEE-ItODUCT RENEWED TABLE A, SHEET 1 �I-� y—ptj'LvgwkhthtNOVI : EMBEDMENT: SEE TABLE A, SHEET 1 / 1; EDGE DISTANCE:' Y 2X WOOD ;I I;f SEE TABLE A, l TYP., SEE ANCHOR 4ii SHEET 1 NOTE 3, SHEET 1. i WOOD ANCHOR TYP, SEE ANCHOR NOTES & TABLE A. SHEET 1 EXTERIOR �1, �.!� LL • V 114" MAX. SHIM ®3-TRACK FRAME JAMB Hw WOOD INSTALLATION t070 TECHNOLOGY ORNE N.VEN/CE, FL 34775 1?6t146G-1600 CERT.OFAUTH.V-02£6 I Su16ioxCvdt `9 l i 2("• Accrptaarro tuo 1' _D EDGE DISTANCE: �Ypicnaua 6stt9? it SEE TABLE A, METAL TYP, I II SHEET By t & SEE ANCHOR I I NOTE 4, SHEET 1 i 2-1116"' SMS ANCHOR TYP., i SEE ANCHOR NOTES & TABLE A, SHEET 1 MIN. OF 3 ' THREADS EXTERIOR j BEYOND THE ( METAL SUBSTRATE 1/4" MAX. SHIM I- 4-TRACK FRAME JAMB by METAL INSTALLATION ANCHORAGE DETAILS SERIES 770 ALUM. SGD - LM IMPACT SGD•770 NTS 1 2 d 22 10GT0130 C 0 c No.S°T�5 [f jA41: J �J OCS�J� �� rJr i.r�1;tL ,s.v. A LYNNIt:I E - P.E. P.E.X 58705 INSTALLATION DETAILS EMBEDMENT: SEE TABLE A,4SHEET 1, EMBEDMENT: SEE TABLE A, SHEET NOTES: EDGE DISTANCE; SEE EDGE DISTANCE:. EDGE DISTANCE: 1. ALL DIMENSIONS CONCRETE CONCRETE SEE TABLE A, SHEET 1 CONCRETE SEE TABLE A, SHEET 1 SHOWN ARE BASED PER TABLE TABLE A, SHEET 1 A, SHEET 11� 2-1H6" PER TABLE 2-1f16"' PER TABLE 2-1/16" • ON MIN. ALLOWED. _� A, SHEET 1 _.-__. A, SHEET 1 - _.. ___— _ 114" • DIAGONAL O.C. IS EXTERIOR !_-� --- ..�.. '�- _ _ '� 3 •~ ' ; MAX. MIN 4' (HEAD &SILL) Ti­ - - _ SHIM I I - ....... - - - OR 6 (JAMB) SEE EMBEDMENT: 1/4° EXTERIOR - 1/4' EXTERIOR - DETAILS, SHEETS SEE TABLE A, MAX, a MAX. / 108.11. SHEET 1 SHIM SHIM ter' 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 2-TRACK FRAME HEAD 3-TRACK FRAME HEAD E 4-TRACK FRAME HEAD W CONCRETE INSTALLATION Be CONCRETE INSTALLATION Ce 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! 1 (1/4- MAX.) SHEET 1� _ �HT 1� _ (1/4' MAX.) ' - :_-- - a + (1! MAX.)_ _- . _ .......... EXTERIOR I '- ;' EXTERIOR �•• , EXTERIOR 2-1f16" 2-1/16°' H-�a" �2-1/16"' �I -- CONCRETE PER TABLE EDGE DISTANCE: CONCRETE EDGE DISTANCE: CONCRETE EDGE DISTANCE: A, SHEET 1 SEE TABLE A, SHEET 1 PER TABLE SEE TABLE A, SHEET 1 _?ER TABLE SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET'1 _,PER 1 EMBEDMENT: SEE TABLE A. SHEET 1 da 2-TRACK FRAME SILL da 3-TRACK FRAME SILL ®4-TRACK FRAME SILL Oc CONCRETE INSTALLATION Ec CONCRETE INSTALLATION Fc CONCRETE INSTALLATION EMBEDMENT: SEE TABLE A, SHEET 1 —�1- rffOUCtT REWEtY&i! an Ilp+ wi�T,`t4rFie€L9Sr EMBEDMENT; SEE TABLE A, SHEET 1 �1 PROPERLY SECURED ; I EDGE DISTANCE: :!! •. E SEE TABLE A. 1X WOOD BUCK TYP., SEE ANCHOR NOTE 3, SHEET 1 SHEET 1 !�'1+` 2-1116"' CONCJCMU ANCHOR TYP., SEE ANCHOR `t NOTES & TABLE A, TE CONCRE SHEET 1 ` EXTERIOR I�I r ?FOR CMU I " �1/4" MAX. SHIM I-- PER TABLEA, SHEET 1 of 2-TRACK FRAME JAMB Gc CONCRETE/CMU INSTALLATION EMBEDMENT: SEE TABLE A, SHEET 1 CONC./CMU ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 PROPERLY SECURED 1X WOOD BUCK TYP., ;r SEE ANCHOR NOTE 3, SHEET 1 EXTERIOR I \i ', V 1/4' MAX. SHIM --� If da 3-TRACK FRAM' \,HCJ CONCRETE/CM 10707ECH.YOLOGYDRIA N, 4'eN10E. FL 3a279 (94f)460.7600 wne r. an: ev—T. OFANTH.#29296 JR 01/05✓>7 RC s:ac NO CHANGES THIS SHEET �; I s�la��c�g tic-(f2(•63 f ! EDGE DISTANCE: E,atn[j tc�t oy EDGE DISTANCE: PROPERLY SECURED ; SEE TABLE A, SEE TABLE A, 1X WOOD BUCK TYP., ; ( SHEET 1 SHEET 1 SEE ANCHOR NOTE 3, 1 -T SHEET 1 2-1/16" * J 7 { CONC./CMU ANCHOR ! .. 2-1/16"' TYP., SEE ANCHOR dh It. t NOTES & TABLE A, CONCRETE _ SHEET 1 ly CONCRETE �ORCMU OR CMU EXTERIOR I PER TABLE PER TABLE A, SHEET 1 A, SHEET II 1/4- MAX. SHIM JAMB 4-TRACK FRAME JAMB INSTALLATION \,Lcj CONCRETE/CMU INSTALLATION ANCHORAGE DETAILS G: SERIES 770 ALUM. SGD - LM IMPACT SGO-770 sa.. VTS sr... 13 M 22 a•.-em PGT0130 " 'S No. 5570s A.AwokL kl `P.E.` P.E.# 58T05 INSTALLATION DETAILS NOTES: 1. ALL DIMENSIONS FRAME JAMB - SHOWN ARE BASED REQUIRED AT ALL 2.693" MIN. ON MIN. ALLOWED. INSIDE POCKETS EDGE EMBEDMENT: SEE TO PREVENT DISTANCE 2. FIGURES ON THIS WATER SHEET ARE FOR WOOD FRAMING TABLE A, SHEET 1 P-HOOK MOUNTING ADAPTER �— WOODANCHORTYP., INFILTRATION CONCJCMU ILLUSTRATIVE =" SEE ANCHOR NOTES ANCHOR TYP., SEE PURPOSES ONLY, SEE EMBEDMENT: ---- _ — & TABLE A, SHEET 1 2e ANCHOR NOTES & TABLE A, SHEET 1 FOR SEE TABLE A, _ _ r— TABLE A, SHEET 1 ALL APPROVED (ALSO SEE TYP, SUBSTRATES. SHEET 1 11 _ _ _ 2s ILLUSTRATION, SHEET 9) r. 1-114° MIN. EDGE DISTANCE —€6GE DISTANCE SEE EXTERIOR 3. SEE TABES 1-3, TABLE A, SHEET 1 EMBEDMENT: , • 8 SHEETS 6-B FOR SEE TABLE'A, P-HOOK MOUNTING AND P- REQUIRED P-HOOK 2s SHEET 1 ADAPTER CONC.CMU AND P-HOOK EXTERIOR , PHOOK WOOD ANCHOR TYP., �n ANCHOR TYP., SEE MOUNTING ADAPTER SEE ANCHOR NOTES JLYV P-HOOK` ANCHOR NOTES & TABLE ANCHOR QUANTITIES. & TABLE A, SHEET 1 CONCRETE OR -, EMBEDMENT: SEE A, SHEET 1 ALSO SEE EXAMPLE ( 2.693" MIN. CMU PER -TABLE ON SHEET 9. ALSO SEE TYP. TABLE A, SHEET 1 (ALSO SEE TYP. A, SHEET_1. ILLUSTRATION, SHEET 9) EDGE DISTANCE � - ILLUSTRATION, SHEET 9) P-HOOK FOR USE WITH FLAT SILL RISERS P=HOOK FOR USE WITH ANY SILL RISER Jw PARTS #18. #20, #22 OR 424, Jc PARTS #18, #20, #22 OR #24, WOOD INSTALLATION EXTERIOR MOUNT SHOWN, C014CRETEICMU INSTALLATION INTERIOR MOUNT SHOWN, (SEE TABLES 1A, 2A & 3A MAY ALSO BE INSTALLED IN (SEE TABLES 1 A. 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 CONCRETE OR EMBEDMENT: SEE ADAPTER CONCJCMU EMBEDMENT: SEE NOTE 4, SHEETS ADAPTER SMS CMU PER TABLE TABLE A, SHEET 1 ANCHOR TYP., SEE TABLE A, SHEET 1 _ MIN. OF 3 THREADS ANCHOR TYP., SEE ANCHOR NOTES &TABLE A, SHEET 1 "'---'-- - BEYOND THE METAL ANCHOR NOTES { ,.• • • A, SHEET 1 SUBSTRATE 28 & TABLE A. SHEET 1 EMBEDMENT: I . • (ALSO SEE TYP. rfi011ilfT 9tEN�iYBiB (ALSO SEE TYP. ILLUSTRATION, SHEET 9) SEE TABLE A, ' ' ua rant;sFyieo„ mi7R de4Fu¢Gic ILLUSTRATION, SHEET 1TILL ; , . 28 awaiagcaa< EMBEDMENT: SHEET 9) Accepm¢e¢Na ( 12t'l3 SEE TABLE A, �EDGL DISTANCE: SEE ExpfrMia°;ia}Z SHEET 1� ABCCCEA, SHEET 1 1-114" MIN. EDGE DISTANCE P-HOOK SMS ANCHOR TYP., / EXTERIOR SEE ANCHOR NOTES �/ n & TABLE A, SHEET 1 -1 (ALSO SEE TYP. 2.693" MIN. ILLUSTRATION, SHEET 9) EDGE DISTANCE F P-HOOK FOR USE WITH BOX SILL RISERS Kw PARTS #19. #21, #23 OR #25, METAL INSTALLATION EXTERIOR (SEE TABLES 1A, 2A & 3A MOUNT FOR WATER RATINGS) ONLY P-HOOK CONCJCMU / EXTERIOR ANCHOR TYP., SEED J1 ANCHOR. NOTES & TABLE V A, SHEET 1 2.693" MIN. (ALSO SEE TYP. EDGE DISTANCE ILLUSTRATION, SHEET 9) ®P-HOOK FOR USE WITH BOX SILL RISERS Kc PARTS #19, #21. #23 OR #25, CONCRETE INSTALLATION EXTERIOR (SEE TABLES 1A, 2A & 3A MOUNT FOR WATER RATINGS) ONLY N. V(N675 ANCHORAGE DETAILS NO CHANGES THIS SHEET. CERT. OF AU7H. #29290 SERIES 770 ALUM. SGD - LM IMPACT a° E s..:.rosee — ram. ax,.1— SCO.77o NTS 14 22 PGTO130 'hk ; 4.. / ASL�YAN�J,,IftER,•P,��, •. CONFIG. EXAMPLES HEADER DETAIL 'A', SHEET 18; INSTALLATION DETAILS'Av✓ &'Ad, SHEETS 12 & 13 NOTES: 1) SEE SHEET 17 FOR INDIVIDUAL - PANEL CONFIGURATIONS AS APPLICABLE. SEE DP/ANCHOR TABLES, SHEETS 6-8 FOR MAX. PANEL HEIGHT AND WIDTH. SEE SHEETS 18 & 19 FOR SECTION DETAILS AND SHEETS 12-14 FOR INSTALLATION DETAILS. 2) (1) LOCK (ITEMS 75 & 107-110) AT EACH LOCKSTILE, LOCKING INTO KEEPER (ITEM 103) AT FRAME JAMB OR ASTRAGAL. 3) PLEASE SEE APPLICABLE ASTRAGAL&INTERLOCK COMBINATIONS PER DP/ANCHOR TABLES. SILL DETAIL'D'. SHEET 18;1 INSTALLATION DETAILS 'Dw' &'De, SHEETS 12 & 13 PANEL CORNER MAX. UNIT WIDTH MAX. NOM. PANEL WIDTH DLO TYP. PER TABLES 1-3 WIDTH PANEL PANEL PANEL TYPE TYPE PANEL APE QS. 'AS' TYPE NOM. MAX. UNIT MAX. PANEL ` MAX. HEIGHT PANEL I % WIDTH TYP. DLO PER HEIGHT SEE PER HEIGHT TABLES NOTE 2 TABLES 1-3 1-3 a b a . #10 X 1-112" PH SMS 90° EXAMPLE: 90° INSIDE CORNER, 4 PANELS - XX/XX FRAME CORNER DETAIL Part# Description Material 124 Kommeding 4SG TPS Spacer System 125 Quanex Super Spacer nXT With Hot Melt Butyl See this Sheet for 126 Quanex Duraseal Spacer Materials 127 Cardinal A_ Edge Spacer KLICKCNVe ICD1 —1VR I J: rlL- 1I1..... .—� NO CHANGES SILICONE STRUCTURAL'--" 'HERS POLYISOBUTYLENE.= ...� WITH DESICCANT' - \ EXT. GLASS #8 X 1" PH SMS STRUCTURAL SILICONE 1W NOM. FOAM WITH DESICCANT EXT. GLASS-, WIDTH EXTERIOR 90° CORNER DETAIL'N2', SHEET 19 & CORNER ANCHORAGE SHEET11 INTERLOCK DETAIL 'M', SHEET 19 EXTERIOR INTERIOR JAMB DETAIL'G3', SHEET 18; INSTALLATION DETAILS 'GW' &'Gd, SHEETS 12 & 13 DLO WIDTH = NOM. PANEL WIDTH -7" DLO HEIGHT = DOOR UNIT HEIGHT-10.125" PANEL HEIGHT = DOOR UNIT HEIGHT-1.866" ��--HOT-MELT BUTYL 3/16- NOM. '—INT. GLASS C(` --INT.GLASS Cpt. KODISPACE 4SG TPS on�- SUPER SPACER® NXT71' ' ALUMINUM /-REINFORCEMENT pOLYISO- DESICCANT FILL AREA BUTYLENE— 5i16" NOM. 5116" NOM.— SEAL r BUTYLB-SILICONE SEAL DESICCANT--. �.� ROLL-FORMEDFIN OAM � STAINLESS STEEL EXT. GLASS--EXT. GLASS C4%j `_.INT. GLASS GLASS DURASEALO SPACER XL EDGETmSPACER _ IYE _ hvi6"S N. VENICE, FL 34275 ANCHORAGE DETAILS / EXAMPLE ELE 1941) 4304500 CERT. CFAUTH. #29295 SERIES 770 ALUM. SGD - LM IMPACT x 5Go-77o I NTS 1 15 , 22 PGT0130 raoDucr Rr?tzwTO ns c a�P6'm8 wifkb fhe 6.tax1� Suidlag Cude 14 20 Av.p;... N 70 t - 114.3 Espirstiou Gate 2jj��aZ$'- e m i tsdv Ftutsa caz* 8 ;, ('Sim ••• ;, c A. L11NtV }JILLEI2; P.E. P.E. 58T05 CON FIG. EXAMPLES INTERLOCK DETAIL FOR ALL DETAILS ON THIS SHEET, SEE NOTES ON SHEET 15 M', SHEET 19 OPERABLE JAMB DETAIL'G3l, SHEET 18: �—INSTALLATION DETAILS 'GvJ'8'Gc', SHEETS 12 & 13 / �IXED JAMB DETAIL'G2', �ASTRAGAL HEADER DETAIL W, SHEET HEADER DETAIL, SHEET 16; -SHEET 18; INSTALLATION S'L1' & 18: INSTALLATION DETAILS INSTALLATION DETAILS'Aw'' &'Ac', DETAILS'Gd &'Ge. L2, SHEET 19 'Awl &'Ac', SHEETS 12 & 13 SHEETS 12 & 13 SHEETS 12 & 13 90° PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE R' .L. D' A' M NOM. UN PANEL r% HEI WIDTH TYP. P MAX. PER SEE TAB 1 DLO TABLES 1-3 NOTE 2, 1- HEIGHT SHEET 15 �Q a a MAX UNIT WIDTH GHT ER / PANEL 1 PANEL rPANEL TYPE TYPE X. 'OS' QS'IT SILL DETAILNOM. 'D', SHEET PANEL LES 18; MAX- WIDTH TYP. 3 INSTALL DLO • PER DETAILS HEIGHT TABLES 1-3 ' SHEETS 12 a 813, X ' l-• L SEE FRAME & ' PANEL CORNER SILL DETAIL'D', SHEET 18; MAX. UNIT WIDTH CONSTRUCTION EXAMPLE: OXXX INSTALLATION DETAILS c.J DETAILS SHEET 15 2-T( RACK) 'Dv' &'De, SHEETS 12 & 13 EXAMPLE: 90 OUTSIDE CORNER - MXX (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 'Ic'. SHEETS 12 & 13� HEADER DETAIL JETAIL'H2', SHEET P-HOOK DETAIL'J' &'K', SHEET B', SHEET 18; - 18; INSTALLATION DETAILS 19; INSTALLATION DETAILS'Jw', INSTALLATION JAMB DETAIL'12', SHEET 18; INSTALLATION Hw' &'Hc', SHEETS 12 & 13 Jc','Kw' &'Kc', SHEET 14 DETAILS'Bw &'Be',7 DETAILS & le SHEETS 12 & 13 SHEETS 12 & 13 MAX. DLO NI DTI TYP. PANEL TYPE W MAX. UNIT HEIGHT PER SEE TABLES NOTE 2, 1-3 HEET 15 a MA? HE F TA f�---- MAX. UNIT WIU I PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE W 'L' 'M' 'F' UNIT NOM. W'o GHT PANEL °z i ER % WIDTH TYP 3LES MAX." SEE PER L 3 DLO NOTE 2, TABLES 1-3 °c o HEIGHT SHEET 15 v L L O __ X — X X 111 ------ ====J EXAMPLE: OXXXp SILL DETAIL'E', SHEET 18� (3-TRACK, RIGHT POCKET) INSTALLATION DETAILS Ew' &'Ec', SHEETS 12 & 13 N. VENICE, FL 34276 l941/460-1600 CER7. OF AUTR `29196 Imo--- MAX. UNIT WIDTH I PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE M' F 'F' P. MA NOM. UN PANEL HEIC WIDTH TYP % PE SEE MAX. PER TABI ---NOTE 2. DLO TABLES 1-3 1- SHEET,15 HEIGHT X X X O JAMB DETAIL'G3', SHEET (18; INSTALLATION DETAILS 'Gw' &'Gd. SHEETS 12 & 13 1% INTERLOCK DETAIL �'M', SHEET 19 90' OUTSIDE CORNER DETAIL'Nt', SHEET 19 & CORNER ANCHORAGE SHEET 11 INTERIOR EXTE la NOM. PANEL WIDTH TYP. PERTABLES 1-3 UNIT WIDTH HEADER DETAIL'C', SHEET 18; INSTALLATION DETAILS 'Cw' &'Cc', SHEETS 12 & 13 C. T HT 2 ES EXAMPLE: XXXO SILL DETAIL 'F', SHEET 18; ' (4-TRACK, BY-PASS) INSTALLATION DETAILS 'FW &'Fe, SHEETS 12 & 13 I SERIES 770 ALUM. SGD - LM IMPACT I sca77o I NTS 1 16 a 22 1 PGTO130 i,A0fXC( RCNF.WED us cnmplying t4th M4 FkrTL4f, $aiding Code Av"ptea, tinlQ—itxb•O3 F-100 itnn vaie�r, j y V v4z...�_ �1%,t!IYrly- ; •rrr A.LS M EF3rc,'P.E. P,E.# 59705 PANEL'S RIGHT STILE TYPE PANEL SINGLE INTERLOCK SINGLE INTERLOCK FIXED LOCKSTILE ASTRAGAL ASTRAGAL ASTRAGAL BOX OUT ASTRAGAL BOX IN INT CORNER 90 LOCKSTILE EXT CORNER 90 LOCKSTI EXT CORNER 90 RECEIVER INT CORNER 90 RECEIVER EXT CORNER 90 RECEIVER EXT CORNER 35 RECEIVER INT CORNER 135 RECEIVER TYPES OUT N STILE W! HANDLE BOX OUT BOX IN WI HANDLE W! HANDLE Wf HANDLE Wl HANDLE W! HANDLE W/HAND#E 0 }tile WI HAND131 Wi MAN *3 --- _ ti l , Ly3 7f„9'J SINGLE I NTERLOCK j F PP K %/ L TR TQ TC TA TV TW �- OUT ' ` tacCar:! /!�%' / INGLE INTERLOCK �- 6 E P A / C /I %� SQ C%� C SA r SV SW IN �// lsax our . racx,H! • V V FIXED RR R � '� - �� S S = /- / FD FC FV FW STILE / / ;aox 007f locx a+l / LOCKSTILE- D A q WI HANDLE n /V! r [sox o:R7 reoxcl) IJJ ASTRAGAL BOX OUT /> L R / / / / /� PANEL NOTES: W HANDLE V ti, lsoxcin r / ! 1. SEE DP TABLES 1-3, SHEETS 6.8 FOR PANEL Lu ASTRAGAL [jam BOX IN �7" i / A I ! � "/� r ,/� LEFT ' Q INtERIOR RIGHT SIZES & DESIGN PRESSURE. 2. PANEL TYPES NOT SHOWN OR CROSSED OFF J W? HANDLE `•., r8OX1N1 PANEL n PANEL EXTERIOR STILE ARE NOT REQUIRED FOR ANY CONFIGURATIONS AND ARE NOT AVAILABLE. )" ' ASTRAGAL T U STILE V ' BOX OUT [i / r/ aoxam ,ems _ -, 3.90° ASTRAGALS TO USE HEAVY-DUTY STILES LL ASTRAGAL [� �/' T U PANEL "E" SHOWN,.SEETABLE FOR OTHER PANEL TYPES AND (#61), CORNER RECEIVER (4118) AND EITHER EXTERIOR (#119) OR INTERIOR (#120) CORNER APPLICABLE STILEIASTRAGAL REQUIREMENTS. LLI Box IN �" i ASTRAGALS. J raOxlxf tsoxu.9 4.135° ASTRAGALS TO USE HEAVY-DUTY STILES C ) INT CORNER 90 LOCKSTILE R T Cl // (#61)AND CORNER ADDON (#31). �J W Wr HANDLE / : SILL RISERS OPTIONS ---1 •232' Z EXT CCRNER120 _r ILE W HANDLE Wr HANDLE Q T QS j /' •--�-I y92• � � 232" EXTERIOR a g71 1 �� 232' EXTERIOI EXTERIOR � .082" 7•ROBG,.CRl;YF41'F17 � lkc ltnil EXT CORNER ���[ 90 RECEIVER� �''��T'��`q Wr HANDLE X,� .... ^T /V' ^^ !V"V` r �� j EXTERIOR �[I a C�:3 .06Y /� 062' `� 3.305' zsss xrwtp3yice with 4.055' gei?ivr,Cvd< Asct asm ;Nn -((�'A3 INT CORNER "'�i 90RECEIVER�T�\--+-'�, AT AS DF / !i •` 1�567" i 1 .G62' :.��_....1� `" �l I' WIHANDLE a„!"8� !� 1T $ait�ti--��C66ifrbii• EXT CORNER rrkAle / /- ('+ CF j 18. SILL RISER FLAT' 20 SILL RISER, FLAT SILL RISER, FLAT 24 SILL RISER, FLAT GLOW: OMEDIUM, OHIGH.4" 90RECEN� ER / i FLUSH, 1-112" 2-1/2" 3-114' #6, EXT CORNER �� 135 RECEIVER VV! HANDLE .9 ! x VT VS VF % % % EXTERIOR —"1 F-- .750' � � .750' EXTERIOR �-I • I-�- .750" ,062' EXTERIOR I EXTERIOR Fp INTCORNER it3A, 35 RECEIVER W T WS WF /" - .906" (� . .062" .062' p6 T 5'4.055WIHANDLE L �L._ 1.56T I—.[l i' ' , ^i. us , _ ram' • ll.. ��,' ;' SILL RISER, BOX" . SILL RISER, BOX SILL RISER. BOX SILL RISER, BOX �,• FLUSH, 1-1/2" 21 23 LOW, 2-1/2" MEDIUM, 3-1/4" 25 HIGH, 4" ' NOT VALID. FOR WATER INFILTRATION RESISTANCE REQUIREMENTS, SEE SHEETS 6-8 I I� 7070 TECHNOLOGY DRIVE•'�'', N. VENICE FL 34276 PANEL TYPES aaa,6ao i%L� •' OniJ7'•• '�1� � (647f CERT.OFAUTH. #28296 �. . SERIES 770 ALUM. SGD - LM IMPACT '/ %+ • !li I i t A A ` ,R 04/D&77 C NO CHANGES THIS SHEET. ' "' R" A.LYNN MILLER P.E. JR 10liG/14 ,p SGD-770 IVTS 17 a 22 PGTO130 C P.EA SB705 ASSEMBLY DETAILS` (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 106 PULL PANEL JAMB LENGTH - - 600R 61 105 74 _ OF JAMB LENGTH - s 1a E L7058 107-R71 600R 61 17 T 60 OR61 _ r -.... !G7 600R 61 G3 2-TRACKJAMB 16 5 = $ 2-TRACK JAMB (SHOWN 5 SEE DETAIL G1 , - - °" 6' LONG CLIP #105 WITH FOR FIXED 113 105 @ W/ RETAINER #106 OPERABLE 60 PANEL CLIP LOCK PART 758107-t1 MIDSPAN (SHOWN WITH PANEL) i`-- 5 FIXED PANEL TO THE INTERIOR II�'L _xTERIOR 103 V� LOCK PART 113 758107-110 SEE DETAIL G2 103 FOR FIXED 5 6 1 fvl EXTERIOR PANEL CLIP 103 1 = G2 112 G4 e 16 17 I' 123 FULL LENGTH 'J1O X 3.4- I..OF JAMB 2-TRACK JAMB SMS, X 3 4p 51 52 2-TRACK JAMB - fio OR s1 - jj''�� EXTERIOR EXTERIOR J��""�EXTERIOR V EXTERIOR 4 -L__, CLIP #80 OR #105 W/ RETAINER #123 W/ SCREEN6"LONG V 3- 3 T 4- TRACK JAMB -RACK JAMB TRACK JAMB CK JAMB 4-TRA==: (SHOWN WITH el _.-_...®(SHOWN WITH (SHOWN WITH ®(SHOWN WITH®(SHOWNWTH H1 11 12 MIDSPANFIXED PANEL TO = so oast THE EXTERIOR) 53 OPERABLE PANEL) FIXED PANEL TO FIXED PANEL TO OPERABLE PANEL) �L,EXTERIOR �L EXTERIOR THE EXTERIOR) THE INTERIOR) EXTEF G SHOWN WITH 2-TRACK WISCREEN OPT.SCREEN A FRAMEHEAO TRACK 3 4 113 5 - 113 5 EXTERIOR 69 - EXTERIOR 60 a _ a a-RopUCr RENEWZD 3-TRACK 4-TRACK MAX. UNIT ase0ttpaNuttettacl8s FRAME HEAD C FRAME HEAD HEIGHT PER Aarp1&nceiko f5— TABLES 1-3 E.apimtico Rat 2 S- By hl,.- 1.1,4..,..� r EXTERI a 2-TRACK W/SCREEN FRAME SILL " ITEM 61 SHOWN, ITEM 60 ALSO APPLICABLE, SEE TABLES 1-3, SHEETS 6-8 FOR DP (PSF) ASSOCIATED WITH STILE. I JR 104/05r7 I C I NO CHANGES THIS SHEET. I 3-TRACK E FRAME SILL 4-TRACK P FRAME SILL 7070 TECH.VOLOGYORAE r N. LENICE. FL 34275 VERTICAL SECTION DETAILS (941)480.1600 ,.Rr, 01:AUTH.029296 SERIES 770 ALUM. SGD - LM ! :lta:4. -u Sva' ---- SGlkyD-770 AITS 1 18 e 22 PGTO130 Iva. oi::'v5 '•A�L`VNNBdIL11J7, P.E. P.E.4 56705 ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) ID EXTERIOR E P-HC 10,EXTERIOR EXTERIOR a Q. INTERIOR INTERIOR w ihEhINTERLOCK EXTERIOR U 1� v EXTERIOR LJ U v ITEM #61 (HEAVY-DUTY 113 103 119 EXTERIOR STILE) SHOWN, ITEM #60 67 ss (STANDARD STILE) ALSO STANDARD ASTRAGAL #67 - HEAVY-DUTY ASTRAGAL #68 90° OUTSIDE CORNER 90°'INSIDE CORNER 2-TRACK SHOWN APPLICABLE, SEE TABLES 1-3, SHEETS DP FOR L1 WITH STANDARD STILES #60 KOWITH HEAVY-DUTY STILES #61 N1 2-TRACK SHOWN N2 (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) da 135' OUTSIDE CORNER al 2-TRACK SHOWN NO CHANGES THIS SHEET. V INTERIOR 31 LOCK PART 75 & 107-11 5 4 INTERIOR i 11 � 7 135' 14 5 61 32 103 EXTERIOR 81 '135' INSIDE CORNER 02 2-TRACK SHOWN 7070 TECHNOLOGYLIR7VE r ' N. VENlCE. FL 54275 HORIZONTAL SECTION DETAILS, CORI Isa+l aea+5m CERT. OFAL7N. A29295 SERIES 770 ALUM. SGD - LM IMPACT s,a - . scano NTS 19 22 PGTO130 rltOflUC'i RF-49WED as cereptying wKh 46e ifi+7x'.� A"'wude _ I I ZG �o3 Actept.urtat Ne 9 Esi7i(rniiaa {i5ts�r ��,p-Z{ 9fia+si 0a+�ratxf fk'uarti� i X �-.. rt ORtfir .. •' � � � ' ,ass • .Y� �\,: j, TONAL 1�7•'llillllll� A. LYNN MILLER. P.E P.E.X 58705 it.. PGT# Dwg.1 PGT# Description 17306 617306 2-TRACK HEAD 2 173D3 617303 2-TRACK HEAD INITH SCREEN RAIL 3 17309 6173M 3-TRACK HEAD 4 17312 617312 4-TRACK HEAD S 17314 617314 FRAME SCREW COVER 6 17317 617317 FRAME HEAWJAIJB ADD -ON 7 17304 617304 2-TRACK SILL 8 17301 617301 2-TRACK SILL WITH SCREEN RAIL 9 1 17307 617307 3-TRACK SILL 10 17310 617310 4-TRACK SILL 11 11315 617313 FFWAE SILL TRACK INSERT U 17315 617315 1FRAIAE SILL SCREEN ADD -ON (SEE NOTE 3) 13 17316 617316 FRAME SILL SCREEN END AOD-ON (SEE NOT. 31 14 1730 617305 2-TRACK JAMB 15 1 17302 617302 2-TRACK JAMB WITH SCREEN RAIL 16 1 17305 617308 3-TRACK JAMB 17 1 17311 617311 4-TRACK JAMB 1S 17322 617322 SILL RISER -FLAT. FLUSH, IAA 19 17319 617319 SILL RISER -BOX FLUSH, 1-1/2" 20 17321 617321 SILL RISER -FLAT, LOW, 2-W- 21 17318 61731E I SILL RISER -BOX LOW. 2-1r2- 22 17355 6'17355 ISILL RISER - FLAT, MEDIUM, 3.1/4' 23 17354 617354 ISILL RISER - BOX MEDUM.3.114- 24 17323 617323 ISILL RISER -FLAT. HIGH. 4' 25 17320 617320 SILL RISER -BOK HIGH. 4" 26 17333 617333 POCKET P-HOOK 27 7070 67070 NEOPRENE BULB WSTP FOR P-HOOK 28 17334 617334 POCKET P-HOOK MOUNT 29 17335 617335 P-HOOK COVER 30 1734E 617348 POCKET P-HOOK FOR BOX RISER 31 17378 617378 13-9CORNER 32 1737E E17376 1135 FIXED MOUNT ITEMS 40.53 ARE SCREEN PARTS. 40 4319 61225E SCREEN SIDE RAIL -LOCKSTILE 41 7LOCKWGSK SCREENLOCKSET 42 ( 41618 SCREEN KEEPER SPACER SET 43 B152 68152 SCREEN INTERLOCK ADAPTER 44 4426 6442E SCREEN DOUBLE INTERLOCK 45 4317 6122-Y SCREEN TOP RAIL 46 4318 612257 SCREEN BOTTOM RAIL 47 668 7SRAZ STANDARD ROLLER 48 j 668 7SRAX STANDARD ROLLER-ST. STL 49 1 4344 64344. ISCREEN ASTRAGAL 5D 1 17349 617349 JOXO SCREEN ASTRAGAL ADAPTER 51 1 1692 61692 ISCREEN SPLINE • J65' 52 1694 61E9L SCREEN SPLINE-.153" 53 61816C20 SCREEN CLOTH 54 1725 J 1!2• XX X 1116" SET. BLOCK, NEOPRENE 85+, 5 55 1 172E X4' X1:16' SET. BLOCK, NEOPRENE f5+lS I JR I C410SI17 I C I NO CHANGES THIS SHEET. I Item DWGT# PGT# Description 60 17325 617325 PANEL STILE 61 17326 617326 PANEL STILE (HEAVY DUTY) 62 17327 617327 INTERLOCK ADAPTOR 63 1225 6TP248 VINYLEULB WSTP. -THIN (INSIDE INTERLOCK) 64 1729 71729 SILL END WEATHERSTRIP PAD 65 17328 617328 JINTERLOCK SCREW COVER 67 17329 617329 ASTRAGAL 66 17339 617339 HEAVY DUTY ASTRAGAL 69 17324 617324 IMP 8 BOTTOM RAIL 70 17350 417350 - WWEATHERSTRIP EXTENSION (INJECTION MOLDED) 71 1695 71695 11.1,2" X7' X3/4" HIGH FIN SEAL DUST PLUGS 72 8153 78153X ITAINDEM ST STL ROLLER ASSY. 73 8153 76153N `TANDEM.NYLONROLLER ASSY. 74 SIUCO14EE I1DOVJ$99, DOW-995 OR GE-7700 75 8185 78185X PEMINI MORTICE 3-PLY DUAL LOCK V!LONG TRI44 PLATE 76 J 71032XI FPFX j#10-32 X 1' FL SS SCREW WI TYPE "F- TIP 77 7103239 - 11G-32'STEEL ZINC U-NUT 79 17357 617357 -. 11" IG BEAD 80 17359 617359 7!16" BEAD i FIXED PANEL CLIP 81 17360 617360 9116'. BEAD 82 1224 6TP247K VINYL BULB WEATHERSTRIP 83 61745 1745 LOWE LNG, 112- X 1116' SGL SIDE ADH. TAPE. POLYETH. 100 8052 48052 ROLLER ADJ. HOLE PLUG 101 72087 ' JAIAS BUMPER 102 1696 J 7169E - DUST PLUG 103 8186 I 78186X", 1-KEEPER; 104 653 75DKEEP SCREEN LOCK KEEPER 105 17344 617344 FD(=D PANELCLIP-6'LONG 1D6 17352 617352 FIXED PANEL RETAWER-9!t6' 107 1739 77733 HANDLE KIr•041ERIOR R4ISED WfiN 7HUt.46 TURN 108 1740 71740 HANDLE KIT- RAISED EXTERIOR HANDLE 109 1731 7B162SN HANDLE KIT -RECESSED INTERIOR WITH THUMB TURN 110 1732 7817E HANDLE KIT- RECESSED EXTERIOR PULL 111 710K-i.PPSDAXI#10 X3!4- PK PN. TEK. S.S 112 1235 67S16 '1NSTP, .270 X.170- FIN SEAL 113 1712 64066 _ 1.187" X.230" FIN.SEAL 114 j 71OX715PPX 1#10 X 1.712" 115 710)FPT MO X 1" 116 722,11 1 14-20 X 1" S S. 117 720X172X I#14-20X1-1r<S.s. 118 17336 61733E 90 DEGREE CORNER RECEIVER 119 17337 617337 190 DEGREE OUTSIDE CORNER ASTRAGAL 120 17336 611,338 190 DEGREE INSIDE CORNER ASTRAGAL 123 17352 617.52 !FIXED PANEL RETAINER 7!S' N. L'ENICE. FL 34275 PARTS LIST (S6!J 480.1600 CERT. OFAUTIL 929296 ,SERIES 770 ALUM. SGD - LM IMPACT [�T- a k.. sGD-r70 NTS &20 d 22 PGTO130 NOTES: 1) ALL ALUMINUM = 6063-T6 2) ITEMS # 33-39, 56-59, 66, 78, 84-99, 121 & 122 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. 3) USE OF #12 OR #13 REQUIRES MIN. #10 SMS OR 3116" MASONRY ANCHORS @ 24" MAX. O.C. rAOoLfCj-R ?NE-,. as co.vifying tvF01 t96 bT1,w 134f414,QCod. I- .._ . 5.069' 0.080" 1,211" 1.505" 0.081" 02-TRACK HEAD 10 4-TRACK SILIL-- (6063-T6 AL) (6063-T6 AL) 6.198" 1.211" 0.081" O2-TRACK HEAD Wl SCREEN TRACK (6063-T6 AL) 6.526" '0.080"- 1.5105" ' 1 Os 3-TRACK SILL (6063-T6 AL) 7,105` 6.221 ° _ 0.080" 1.211" 1.505" FTTI 0.08.. Oa 3-TRACK HEAD Oe 2-TRACK SILL Wl SCREEN TRACK (6063-T6 AL) (6063-T6 AL) 9.142" 1 nTTT-FT-m- _ 1.211" 0.0811, aO4-TRACK HEAD (6063-T6 AL) 1.514" L�O0.062"1.2 0.060" } 1.516" 0:080° Jul 1.505" Oi 2-TRACK SILL (6063-T6 AL) 0.060" 0.7600"" I HEAD/JAMB SCREEN FRAME SILL SCREEN FRAME SILL SCREEN OFRAME ADD-ON 12 ADD -ON 1s END ADD -ON (6063-T6 AL) (6063-T6 AL) (6063-T6AL) REQUIRES MIN. #10 SMS REQUIRES MIN. #10 SMS OR 3116" MASONRY OR 3116" MASONRY - ' SEE SHEET 17 FOR SILL RISERS. ANCHORS @ 24" MAX. O.C. ANCHORS @ 24" MAX. O.C.- 18„ 2-TRACK JAMB W/ 15 SCREEN TRACK (6063-T6 AL) 15" 16 3-TRACKJAMB (6063-T6 AL) 1,36" -y 1.872" I 0.062" - 1.019" 0.081" - DSCREEN a6 STILE (6063-T6 AL) 5.069" -y 1.045" I 1 1.993" 0.062" L-11;j Oto 2-TRACK JAMB 4 SCREEN OTOPRAIL (6063-T6AL} (6063-T6 AL) 17 4-TRACK JAMB (6063-T6 AL) N. VENICE. R 34275 EXTRUSIONS I9e1l460-o600 " noses I " c I No CHANG s THIS SHEET. ccRr. o Aurn. n9295 SERIES 770 ALUM. SGD - LM IMPACT �v;mer ma R:Y.:s",".ac s: ef.,a s,� o--.vw. icn0114 sc0.77o NTS 21 U 22 PGTO130 -yi Fes- 0.B75" t 0.062" aSCN46 REE BOTTOM RAIL (6063-T6 AL) YROiittCrrxNt%TD -crmpkinrwi* Lie4TWJL5 sumagcna<AcmiftamiNa 15-1121 o3 Espt:xtton Dats",,,_'L 'f •" •^ �� ISM-• . L,l.,-.-�_ A. LYNG'NILLEk,,P.E. P.E.x58705 0.7181 0.83" _ 2.304" 3.802" 2"0.885" 0.57, 0.796" 1163"0.080nL-07if5 } 0.062" , � - J L 0.264" J f J 0.233° . 0.062' f 0.075" O5 FRAME 11 SILL zs P-HOOK za P HO01(MOUNTING 29 P-HOOK SCREW 3o P-HOOK FOR BOX RISER SCREW COVER OTRACK O OADAPTOR OCOVER 0.080' O (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) l 4. I .155" � � 2.30" 1.488" 4' � 1� 0.080° f 1.739" -j 0.830" 0.062" 1.600 0.133" 1.600 0.062" -`j 1.303" .080° 1.870" I 1 I 1.888° I II .016" 1.974" I �-- 3.125- -1 4.-- I 4 p, 5„ 2.44" 3.125' i 0.062" -J 031 135° CORNER 3z 135° FIXED MOUNT so STANDARD STILE 61 HEAVY DUTY STILE 8INTERLOCK 8INTERLOCK (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) ADAPTER SCREW COVER (6063-T6 AL) (6063-T6 AL) 3.979° 0.075" J 1.645' 0.125" s1 STANDARD ASTRAGAL (6063-T6 AL) 4.125" 1.645" 0.062" 0281" ----AI ,3.25"� sa HEAVY DUTY ASTRAGAL s9 TOP/BOTTOM RAIL (6063-T6 AL) (6063-T6.AL) 1.003" r- , 0.757" 0.050" 0 r 0.080" 105 FIXEDPANEL --,--MO.709" CLIP (6063-T6 AL) U .550" 1 --.-I 0.863 0.709" i"3 FIXED PANEL RETAINER, 71W 0.080" - 4 - f (6063-T6 AL) FIXED PANEL 108 RETAINER. 9/16" (6063-T6 AL) NO CHANGES THIS SHEET. 1.050 1.050" 1.050" .289ii j 611" _i. 1 1, j 045" -1 I -- -.- .485" I �'}� f .045" -1 D GLAZING (IG 80 si 96/�"DGLAZING DG BEAD, FIXED (6063-T6 AL) PANEL CLIP (60 33-T6 AL) (6063-T6 AL) 1.03"- 1 5.621,. � T�1 2.893" f 0.133" J lA98" 0.133" J 1.498" 0.080" 5.621' _ 4" - - 2.826" 120 90" INSIDE CORNER ASTRAGAL 11E 90, OUTSIDE CORNER ASTRAGAL (6063-T6 AL) i1e 90' CORNER RECEIVER (6063-T6 AL) (6063-T6 AL) 1070 TECHNOLOGYDRIVE N. VENICE FL W75 . EXTRUSIONS 1441/ 480--600 7s . CERT OFAWH.C28296 "SERIES 770 ALUM. SGD - LM IMPACT ..� sv.r. r.. sco-ns NTS 22 22 ." "PGT0130 C PRoDur-TRifr wo) w wwpisia„ wfib 24xe Rw'u"c Bvidla„Cade AZpt;c N. i'l (�zd•d3 i<o. �a705 5'':F:�J� ••'pr�`a � A. LYNN MILLER. P.E. P.E.t 58705