Loading...
HomeMy WebLinkAboutSGD770NOANOTICE OF ACCEPTANUE (NOA) www.iiii=iaaoc.gov/CCOILOILLY PGT Industries, Inc. 1070 Technology Drive, North Venice, Fl. 34275 SCOPE: This NOA i5 buing iSSued idei the applicable , ule5 and iegulatioin governing the uze of eonKTUCTion matui iah.. 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 tiaving Jurisdiction (AH.1). This NOA shall not be valid atter 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 p,oduet oi matcciial tested to, quality assurance purpose. If this product o, material fails to perto, in 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 pioduet o, material within theii ju,isdictiou. RER irnrivrn, the iight to evoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material tails to meet the requirements of the applicable building code. This product 6 approved as described heieiu, 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° & 135° corners —L.M.I APPROVAL DOCUMENT: Diawiug No. PGTO130 Rev C'titled "Se,ie5 770 Alun. SGD - LM Impact", Shoet5 I 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 iiumbe, and enpiiatinn date, by the Miami -Dade, County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitations: 1. Mal. eight (8) panels coutlguiadon unit is allowed, having max nominal panel size not to exceed tested height & width per tables 1 thru 3. See sheets 6, 7 and ii tot Design Pressures (DP), glass types, Sill type tot Positive DP limits, applicable Standard o, tieavy Duty pans and anehviage equi,emenis. SCC Typ. lun'tallativii iii sheet 10 fol straight contigured units, sheet 11 tot corner units and sheet 14 tot pocketed units. Pockets & Egress requirements to be reviewed by Building otficial. LABELING: Each unit shall bear a permanent label with the manulacturer's name or logo, city, state and series and lollowing statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered alter a renewal application has been tiled and there has been no change in the applicable building code negatively attecting the pertormance of this product. TERNIINATION of this NOA will occur alter the expiration date or it 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, foi 5alc3l adveni5iug n, any other purpoSeS Shall automatically teiiiiivate this NOA. Failuie to comply with any 3ccuon of this NOA shall be cause lot termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and tollowed by the expiration date may be displayed in advertising literature. It any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTIuN: A copy of this entire NOA snail be provided to the user by the manutacturer 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 doeumentatim, waS reviewed by Ishaq I. Chauda, r.E. MIAMI•DADE pe,{ )UNTY NOA NU. IY-IIL6.U3 Expil atiuu hate: N ebi tial y 11, LUL, Appi Uval IJate: Januar y UY, LULU rage I 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. SOD — LM Impact", sheets 1 through 22 of 22, dated 10/10114, 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, Leading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, `FAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBG 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 11101/13, 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 2.02-94 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 b) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202.-94 along; with marred -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 12129/09, all signed and sealed by Julio Gonzales, P.E.(S'ubmitted under NOA No. 09-0816.10) Along with marred -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 08/10109 and signed and sealed by Julio Gonzales, P.E. (Submitted under NOA No. 09-0816.10) 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 F HC -5` Edition (2014), dated 01130115, 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). Ishaq I. C'hauda, P.E. Product Control Unit Supervisor NOA No. 19-1126.03 Expiration Date: February 17, 2025 Approval Date: January 09, 2020 E - I 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 "Butacites 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 "SentryGlasO (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. F. STATEMENTS L Statement letter of conformance, complying with FBC-5te 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. 14-0125.11, issued to PGT Industries, Inc. for their Series "SOD -770" Aluminum SIiding 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 FTI -8968, dated 02115/16, 06/07/16 and 06/20/16, all signed & sealed by Idalmis Ortega, P.E. C. CALCULATIONS (Submitted under previous NOA ) 1. Nome. 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-5`' 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 I. 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 02117120. 151,-, 1 , C4--1� Ishaq I. Chanda, F.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. 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. Nene. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-6'h 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 E1.300-09 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 "Trosifole Ultraclear, Clear and Color PVB Glass Interlayers" dated 01119/17, expiring on 07/08/19. F. STATEMENTS 1. Statement letter of conformance with FBC-61 Edition (2017), dated 08110/17, 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 "SOD -770"° Aluminum Sliding Glass Doors w/90° &135" corners - L.M.I., expiring 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. Miarni Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 19-0305.02 issued to Kuraray America, Jnc. for their "Trosifols 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 "SentryGlasg (Clear and White) Glass Interlay,ers", expiring on 07/04/23. F. STATEMENTS 1. Statement letter of conformance to FBC 2017 (6`h Edition.) and letter of no financial interest, prepared by PGT, dated 11/22/19, signed and sealed by Lynn Miller, P.E. G. OTHER L This NOA renews NOA # 17-0420.12, expiring April 07, 2025. Ishaq 1. Chands, P.E. Product Control Unit Supervisor NOS, No. 19-1126.03 Expiration Date: February 17, 2025 Approval )date: January 09, 2020 E-3 SERIES 770, IMPACT RESISTANT SLIDING GLASS DOOR INCLUDING POCKETS & 900/1350 CORNERS GENERAL NOTES 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 E1300. 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, FTL-6024, FTL-6025, FTL-6028, FTL-6031, FTL-6033, FTL-6036 AND FTL-7554 TABLE B. SEE DETAILS ON SHEETS 4 & 5 Glass Type Description (Listed from Exterior to Interior) G3 7/16" Laminated: (2) Lites of 3/16" HS Glass with .090" PVB Interlayer G3A 9/16" Laminated: (2) Lites of 114" HS Glass with .090" PVB Interlayer 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 Interlayer G5 1" Laminated I.G.: 3/16" T Exterior Cap + 3/8" Air Space + 7/16" Laminated; (2) Lites of 3/16" HS Glass with .090" PVB Interlayer 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 Interlayer G6 1" Laminated I.G.: 3116" T Exterior Cap + 3/8" Air Space + 7/16" Laminated; (2) Lites of 3/16" HS Glass with .090" SG Interlayer 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 G7A 9/16" Laminated: (2) Lites of 1/4" ANN Glass with .090" SG Interlayer G8 1" Laminated I.G.: 3/16" T Exterior Cap + 3/8" Air Space + 7116" Laminated; (2) Lites of 3/16" ANN Glass with .090" SG Interlayer 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 "ANN" = ANNEALED "HS" = HEAT STRENGTHENED "T" = TEMPERED "PVB" =.090" TROSIFOL® PVB BY KURARAY AMERICA, INC. "SG" =.090" SENTRYGLAS® BY KURARAY AMERICA, INC. DESIGN PRESSURE RATING IMPACT RATING SEE TABLES 1, 2 & 3 ON RATED FOR LARGE & SMALL SHEETS 6,7 & 8 MISSILE IMPACT RESISTANCE CODES / STANDARDS USED: o2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION o2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION °ASTM E1300-09 oANSI/AF&PA NDS -2015 FOR WOOD CONSTRUCTION °ALUMINUM DESIGN MANUAL, ADM -2015 oAISI S100-12 oAISC 360-10 GENERAL NOTES ............. 1 EXAMPLE CONFIGS.......... 2-3 GLAZING DETAILS ............ 4,5 ANCHORAGE .....................6-14 A DESIGN PRESSURES ....... 6-8 INSTALL DETAILS..............12-14 9/16" ELEVATIONS ..................... 15,16 PANEL / SILL TYPES......... 17 CROSS SECTIONS ............ 18,19 PARTS LIST ....................... 20 EXTRUSIONS .................... 21,22 JR 1 04/05/17 1 C I UPDATED TO FBC 2017. REVISED TABLES 1, 2.3&A Drawn By: Date: Checked By: Date: JR 10/10/14 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941) 480-1600 CERT. OF AUTH. #29296 TARI P A• Anchor Group Anchor Type Frame Member Substrate Min. Edge Distance Min. O.C. Distance Min. Embedment or Metal Thickness A #12 18-8 SMS, (F,=60 ksi, F„= 95 ksi) #12 410 SS SMS, (Fy= 90 ksi, F„= 110 ksi) Southern Pine (SG = 0.55) 9/16" 718" 1-3/8" 6063-T5 Aluminum 3/8" 9/16" 0.090" All A36 Steel 3/8" 9/16" 0.050" Gr. 33 Steel Stud 3/8" 9/16" 0.045" (18 Ga) 1/4" Elco Aggre-Gator® Fy=57 ksi, F„=96 ksi All Concrete (min. 2.22 ksi) 1-1/2" 3" 1-3/8" Jamb / P -hook Filled Block (ASTM C90) 2" Y 2" Jamb/ P -hook Hollow Block (ASTM C90) 2" 3" 1 1-1/4" All Southern Pine (SG = 0.55) 1 1" 1"1 1-3/8" B #12 Steel SMS (Gr. 5) (min. of 3 threads beyond metal substrate) Southem Pine (SG = 0.55) 9/16" 718" 1-3/8" 6063-T5 Aluminum 3/8" 9/16" 0.090" All A36 Steel 318" 9/16" 0.050" Gr. 33 Steel Stud 3/8" 9/16" 0.045" (18 Ga) C 1/4" Elco UltraCon® Fy=155 ksi, F„=177 ksi All Concrete (min. 2.85 ksi) 1" 4" 1-3/8" Jamb / P -hook Hollow Block (ASTM C90) 1" 6" 1-1/4" 1/4" Elco UltraCon® Fy=155 ksi, F„= 177 ksi All Concrete (min. 2.85 ksi) 2-1/2" 4" 1-3/8" Jamb / P -hook Filled Block (ASTM C90) 2-1/2" 4" 1-3/4" Jamb / P -hook Hollow Block ASTM C90 2-1/2" 6" 1-1/4" D 1/4" 410 SS Elco CreteFlex® Fy=127.4 ksi. F"= 189.7 ksi Head / Sill Concrete (min. 3.35 ksi) 1" 4" 1-3/4" Jamb 1 P -hook Concrete (min. 3.35 ksi) 1" 6" 1-3/4" Jamb / P -hook Hollow Block (ASTM C90) 2-1/2" 6" 1-1/4" All Southern Pine SG = 0.55 1" 1" 1-3/8" 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. 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 MUST BE OF SUFFICIENT LENGTH SO THAT A MINIMUM OF 3 THREADS EXTEND BEYOND METAL SUBSTRATE. ANCHOR NOTES 1) FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ANCHORS. SEE TABLE A 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 1-1/2" THICK. PROPERLY SECURED, 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS 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. Description: GENERAL NOTES AND MAP Title: SERIES 770 ALUM. SGD - LM IMPACT Series/Model Scale: Sheet. Drawing Na. Rev: SGD-770 NTS 1 -f22 PGTO130 C t't2oDUCi' RENEWED as co;rplying with the Raiding Code Acceptance l!4- 3 Expiration Date-aeaL24242-S BY Miaod�p�t ' %ollHo/_ �''�,,� L\CEN SF'�z�� _ No. 58705 ISATE O 1� i ••.FCORION .•' N ////S13/ONA� L A. LYI��lityill�LLR. P.E. P.E.# 58705 EXAMPLE CONFIGURATIONS MAX. UNIT WIDTH NOM. PANEL WIDTH Aw Ac PER TABLES 1-3 F112 13 Gw I Gc Jw Jc 1 IWow MAX. UNIT 13 % Kw Kc I Z a o HEIGHT / 14 14 I Q PER TABLES 1-3 i Y Q CQ.a POCKET COO Lu 1 -PANEL w Dc CONFIGURATIONS 12 13 NOM. PANEL WIDTH PER TABLES 1-3 Gw Gc 12 13 MAX. UNIT 12 13 HEIGHT PER TABLES 1-3 NOM. PANEL WIDTH PER TABLES 1-3 1 Gw 12 Gc MAX. UNIT 13 HEIGHT PER TABLES 1-3 MAX. UNIT WIDTH VIII' 2 -PANEL CONFIGURATIONS MAX. UNIT WIDTH — Aw Ac w Bc 12 13 12 13 NOM.I PE I I L1 L1 13 19 19 712 Jw Jc I Q 19 9 19 Ic 14 14 1 Kw Kc I o p MAX 19 19 19 14 14 �jQ� HE pXXXXp, pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION 19 19 P Z 2) 90'& 135° CORNER CONFIGURATIONS CAN BE A COMBINATION iG TABL QL OF ANY 2 STRAIGHT CONFIGURATIONS. Jw Jc 71-471-47 Lua POCKET 3) FOR NOM. PANEL WIDTH, SEE TABLES 1-3. w Kc 14 14 Ija� 3 -PANEL CONFIGURATIONS NOM. PANEL WIDTH PER TABLES 1-3 'ANEL WIDTH R TABLES 1-3 Gw Gc CONFIGURATIONS NOTES: 12 13 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS 712 MAX. UNIT - 1-- Ic HEIGHT 12 13 PER TABLES 1-3 19 'ANEL WIDTH R TABLES 1-3 MAX. UNI I VVIU 11"1 Aw Ac w Bc cw Oc 12 13 12 13 12 13 CONFIGURATIONS NOTES: L1 19 L1 19 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS 712 POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB r LOCATIONS USING DETAIL "Jw", "Jc", "Kw" OR "Kc" INSTALLATION. UNIT V 12 13 7 19 EXAMPLE: 4 -PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE 19 pXXXXp, pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION 19 19 CAN BE OXXXp. ER 2) 90'& 135° CORNER CONFIGURATIONS CAN BE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. Jw Jc 71-471-47 o I o a o 3) FOR NOM. PANEL WIDTH, SEE TABLES 1-3. w Kc 14 14 Ija� i w �L_u _ "X" = OPERABLE PANEL, O� w "O" = INOPERABLE PANEL, POCKET � rWi� p " =POCKET DETAIL LETTER x "w" = WOOD OR METAL INSTALLATION "c" = CONCRETE INSTALLATION Dc 13 SHEET NUMBER 'ANEL WIDTH R TABLES 1-3 MAX. UNI I VVIU 11"1 Aw Ac w Bc cw Oc 12 13 12 13 12 13 -j -Q -3T T Gw Gc L1 19 L1 19 L1 19 712 UNIT V 12 13 7 19 19 19 GHT Iw Ic 12 13 19 19 19 ER ES 1-3 MAX. UNIT WIDTH — Aw Ac w Bc Cw Cc W JC 12 13 12 13 12 13 19 19 14 14 I -' 19 19 19 19 19 19 19 19 Kw Kc 1414 to C o IZCL I Q Iww POCKET 5 -PANEL CONFIGURATIONS Revsd By: Date: I Revisions. JR 04/05/17 C NO CHANGES THIS SHEET. Drawn By: Date: lCheckedBy.1 Date: JR 1 10/10/14 4 -PANEL CONFIGURATIONS MAX. UNIT WIDTH NOM. PANEL WIDTH _ PER TABLES 1-3 1 MAX. UNIT HEIGHT PER TABLES 1-3 DLO WIDTH = NOM. PANEL WIDTH - 7" DLO HEIGHT = DOOR UNIT HEIGHT - 10.125" PANEL HEIGHT = DOOR UNIT HEIGHT - 1.866" I Jw Jc I 14 14 � w Kc IWow 14 14 loop CL C/) I�Qcr I W W W x low IILa� POCKET —�\q---� w Dc w Ec w Fc 12 13 12 13 12 13 Z SEE / 9 O NOTE 19 v 2, THIS 1 02 �2 ` SHEET. 19 0 EXTERIOR 12 `" D�A Ec�4FwWc) CORNER, TYP. iz 13 12 13 12 13 12 13 (OUTSIDE CORNER SHOWN, INSIDE CORNER SIMILAR) 1070 TECHNOLOGY DRIVE Description: N. VENICE, FL 34275 EXAMPLE CONFIGURATIONS (941) 480-1600 Title: CERT. OFAUTH. #29296 SERIES 770 ALUM. SGD - LM IMPACT Series/Madel: Scale: Sheet. Drawing No. Rev: O SGD-770 NTS 2 0/ 22 PGT0130 C PRODUCT RENEWED as complying with the Fkaw Raiding Code Acceptance NoIr �� 3 Expiration Date--.; 1 2 f' Ry "am Dade hv&d 6w—& e11 1:1 ICY LYN/�i L10EN,3 l� i No. 58705 _ I STATE 1� A. LYNN �vIILLE��t, P.E. P.E.# 58705 EXAMPLE CONFIGURATIONS MAX. TESTED UNIT WIDTH = 355-7/16"@ 96" HEIGHT 300-1/4" @ 120" HEIGHT NOM. PANEL WIDTH Aw Ac w Bc Cw Cc PER TABLES 1-3 12 13 12 13 12 13 —sem ----, NOM. P PEF MAX HEI PER TA NOM. P PEF MAX HEI PER TA Gw Gc 12 13 N113 MAX. UNITHEIGHT, 96" OR 120" 11 19 19 19 19 19 19 19 19 19 19 19 19 19 19 19 19 19 L2 19 9 9 9 9 9 M M M GHT 2 13 19 19 19 6 -PANEL CONFIGURATIONS � I Jw Jc I 14 14 I Q w Kc Imo 14 14 W W x 0 QL a POCKET Iai I w Dc w Ec w Fc 12 13 12 13 12 13 ANEL WIDTH Z TABLES 1-3 NIRA. U 114 1 VVIU I h Aw Ac w Bc cw cc 12 13 12 13 12 13 Gw 1 12 13 19 19 19 19 19 19 L1 19 12 13 19 19 19 19 19 19 L2 19 UNIT Iw IC M M M M M M M GHT 2 13 19 19 19 19 19 19 19 BLES 1-3 19 19 BLES 1-3 7 -PANEL CONFIGURATIONS I Jw v Jc I 14 14 Q w Kc Imo 14 14 lowp IZaEn I=Q� I waj W x CLa POCKET vwi w Dc w Ec Fw Fc 12 13 12 13 12 13 ANEL WIDTH Z TABLES 1-3 HIAA. UNI 1 VVIU I H Aw Ac w TBc Cw Cc 12 13 12 3 12 13 Gw G 12 13 L1 19 L1 19 L1 19 L1 19 L1 19 L1 19 L1 19 w He 12 13 L2 19 L2 19 L2 19 L2 19 L2 19 L2 19 L2 19 UNIT 1w ICM M M M M M GHT 12 13 19 19 19 19 19 19 19 BLES 1-3 8 -PANEL CONFIGURATIONS I Jw Jc I 14 14 I Q w Kc Imo 14 14 Iprcp Z It xQC') CL LUa POCKET 0 w Dc w Ec w Fc 12 13 12 13 12 13 CONFIGURATIONS NOTES: 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB LOCATIONS USING DETAIL "Jw", "Jc", "Kw" OR "Kc" INSTALLATION. EXAMPLE: 4 -PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE 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 SHEET NUMBER DLO WIDTH = NOM. PANEL WIDTH - 7" DLO HEIGHT = DOOR UNIT HEIGHT - 10.125" PANEL HEIGHT = DOOR UNIT HEIGHT - 1.866" 1070 TECHNOLOGY DRIVE Description: N. VENICE, FL 34275 EXAMPLE CONFIGURATIONS (941) 480-1600 Tllie: sd By: Date: Revisions: CERT. OFAUTH. #29296 SERIES 770 ALUM. SGD - LM IMPACT JR 04105117 C NO CHANGES THIS SHEET. Series/Model: Scale: Sheet Drawing Ne. on By: Date: Checked By: Date: SGD-770 NTS 3 or 22 PGTO 130 JR 10110/14 rRODUCT *g REt$e �19)i�M WEA "comptwift guiding Code 11-1124.03 Acceptance hlo� Expiration Date Z wz _ No. 58705 _ TE 7/llllilll\\ ` Rev A. LYNN MILLER, P.E. C P.E.# 58705 GLAZING DETAILS (G3, G3A, G4, G4A, G5 & G5A 7/16" NOM. 3/16" HS GLASS .090" PVB 3/16" HS GLASS - 7/16" NOM. 3/16" HS GLASS .090" SG - 3/16" HS GLASS - 3/16" HS GLAS .090" PVB 3/16" HS GLA& 3/8" AIR SPACE 3/16" T GLASS--\ 1" NOM. EXTERIOR U 3/4" NOM. EXTERIOR U 3/4" NOM. GLASS GLASS 124-127 3/4" NOM. a BITE a BITE GLASS BITE 7/16" LAMINATED GLASS, TYPE G3 7/16" LAMINATED GLASS, TYPE G4 EXTERIOR a 1" LAMINATED I.G. GLASS, TYPE G5 9/16" NOM. 9/16" NOM. 1" NOM. 3/16" HS GLASS 1/4" HS GLASS 1/4" HS GLASS .090" PVB .090" PVB .090" SGYGLASS 3/16" HS GLASS 5/16" AIR SPACE --\ PACE 74 1Z4"H�S GLASS 74 1/4" HS GLASS 1/4" T GLASS + sz 83 rsdt)Di1CT RENEWED as complying with the Flo" 3/4" NOM. Raiding Code EXTERIOR EXTERIOR 3/4" NOM. Acceptance No i 2 d3 GLASS 124-127 GLASS Expiration Date r a BITE a BITE nA � EXT R � f � 9/16" LAMINATED GLASS, TYPE G3A GLAZING NOTES: "ANN" = ANNEALED "HS" = HEAT STRENGTHENED "T" = TEMPERED "PVB" =.090" TROSIFOE PVB BY KURARAY AMERICA, INC. "SG" =.090" SENTRYGLASO BY KURARAY AMERICA, INC. JR 1 04105117 1 C I NO CHANGES THIS SHEET. Nn By: I Dale: Checked By: Dale: JR 10/10/14 9/16" LAMINATED GLASS, TYPE G4A 1" LAMINATED I.G. GLASS, TYPE G5A SEE SHEET 15 FOR SPACER DETAILS 1070 TECHNOLOGY DRIVE Description: N. VENICE, FL 34275GLAZING DETAILS (941) 480-1600 Title. CERT. OFAUTH. #29296 SERIES 770 ALUM. SGD - LM IMPACT Series/Mode. SSheet. O.."g No. Rev: SGD-770 co"NTS 4 el 22 PGTO130 C -\GEN&sF ''�!�t��' f Na. 58705 = .G I }10 < S TATE OF l� 4(;l "/x"/��5�/ • ....... II A.'LYN,NIId11LLW P. E. P.E.# 58705 GLAZING DETAILS (G6, G6A, G7, G7A, G8 & G8A 1" NOM. 3/16" HS GLAS .090" SG 3/16" HS GLAS 3/8" AIR SPACE 3/16" T GLASS—� 7/16" NOM. 3/16" ANN GLASS .090" SG 3/16" ANN GLASS - 3/4" NOM. EXTERIOR U 3/4" NOM. 124-127 � GLASS GLASS BITE BITE EXTERIOR a 1" LAMINATED I.G. GLASS, TYPE G6 1" NOM. 3/16" HS GLAS .090" SG 3/16" HS GLAS 5/16" AIR SPACE 1/4" T GLASS 124-1 tI 3/4" NOM GLASS BITE 1" LAMINATED I.G. GLASS, TYPE G6A GLAZING NOTES: "ANN" = ANNEALED "HS" = HEAT STRENGTHENED "T" = TEMPERED "PVB" =.090" TROSIFOE PVB BY KURARAY AMERICA, INC. "SG" =.090" SENTRYGLAe BY KURARAY AMERICA, INC. JR 1 04/05/17 C I NO CHANGES THIS SHEET. wn By: Dale: Checked By: Date: JR 10/10/14 7/16" LAMINATED GLASS, TYPE G7 9/16" NOM. 1/4" ANN GLASS .090" SG 1/4" ANN GLASS— EXTERIOR a 3/4" NOM. GLASS BITE 9/16" LAMINATED GLASS, TYPE G7A 1" NOM. 3/16" ANN GLAS .090" SG 3/16" ANN GLAS 3/8" AIR SPACE 3/16" T GLASS—, 3/4" NOM. 124-127 GLASS BITE EXTERIOR a � 79 55 1" LAMINATED I.G. GLASS, TYPE G8 1" NOM. 3/16" ANN GLAS .090" SG 3/16" ANN GLAS 5/16" AIR SPACE 1/4" T GLASS 124-1 EXTERIOR a rRODUCT RENEWED as complying with the I Buiding Code `� _ t 2Io • b3 3/4" NOM. Acceptance No GLASS Expi1ration Date BITE gy `-L` I ' ".,` Miami Dade ' 1" LAMINATED I.G. GLASS, TYPE G8A SEE SHEET 15 FOR SPACER DETAILS. 1070 TECHNOLOGY DRIVE Description: N. VENICE, FL 34275 GLAZING DETAILS (941) 480-1600 nue: CERT. OFAUTH. #29296 SERIES 770 ALUM. SGD - LM IMPACT SerieslMotlel: Scale: Sheet. Drawing No. Rev: O SGD-770 NTS 5 "I 22 PGTO130 C ,1111111xI LYNNE ocENSF No.58705 TEl r, fes, VIIIMI111111` A. LYNN LLER, P.E. P.E.# 58705 TAR] F 1 FOR EXAMPLE ON USING TABLE, SEE SHEET 8. NOTES: 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 TABLE 1A. 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 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. TABLE 1A: Sill Height to Max. (+) DP (Water Infiltration Rating) Design Pressure (DP) and Anchor Quantities Required, (+) Design (Flat or Box, see Pressure, psf Maximum DP for all sizes: 135" Astragal Assembly Heavy-duty Stile Flush - 1-1/2" (for all approved configurations on Sheets 2 & 3) Medium - 3-1/4" +60.0 High - 4" + 60.0 Inside Corner +60 / -60 psf ffD!F4 n� CInside For comer astragal anchorage on 90° or 135° corner units, see sheet 11 Outside (May be limited by Table 1A) Inside CornerT Corner Part #60 (x2) Part #60 Part #60 Part #60 (Stile) Part #67 (Astragal) Door Unit Height Part #61 (Stile) Part #118 (Corner Part #119 (Out.) Part #120 (In.) Part #61 (Stile) Parts #31 & #32 Part #61 Table applies to Glass Types 3, Receiver) 80" (Corn. & Fxd Mount) 84" 90" 96" 3A, 5, 5A. 7, 7A, 8 & 8A and 69-7/8" DLO 73-7/8" DLO 79-7/8" DLO 85-7/8" DLO the Stile/Astragal Types shown below. Anchor Group Anchor Group Anchor Group Anchor Group A B C D A B C D A B C D A I B C I D 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 24" 17" Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 1 8 8 8 DLO 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 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 s 30" p" Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 :6 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 3:29„ 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 36 Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 M a DLO 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 f4 ` 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 E 42" 35" Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 Z DLO 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 1 7+8 1 7+8 7+8 Head/Sill C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 04+2 C4+2 48" 41„ Jamb 8 8 8 8 8 8 8 8 8 8 8 8 10 8 8 8 DLO P -hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 1 7+8 1 7+8 1 7+8 1 7+8 1 7+8 FOR EXAMPLE ON USING TABLE, SEE SHEET 8. NOTES: 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 TABLE 1A. 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 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. TABLE 1A: Sill Height to Max. (+) DP (Water Infiltration Rating) Sill Riser Height (+) Design (Flat or Box, see Pressure, psf Sheet 17) 135" Astragal Assembly Heavy-duty Stile Flush - 1-1/2" see note 3 Low - 2-1 /2" +46.67 Medium - 3-1/4" +60.0 High - 4" + 60.0 SEE NOTES 1-3 OH LENGTH H 2 C9 = 00 OH RATIO >_ 1 2 p 0 OH RATIO = OH LENGTH OH HEIGHT DLO WIDTH = NOM. PANEL WIDTH - 7" DLO HEIGHT = DOOR UNIT HEIGHT - 10.125" rRODUCT RENEWED as complying with the Fkn i& PANEL HEIGHT = Buiding Code DOOR UNIT HEIGHT - 1.866 Acceptance Na. eQ �-�-+�"03 Expiration gate 'tz— Interlock Standard Stiles P hook Standard Stile Lockstile @Jamb Standard Stile Straight Astragal Assembly Standard Stile Lockstile @ Straight Astragal Standard Stile 90° Astragal Assembly Heavy-duty Stile Lockstile @ 90° Astragal Heavy-duty Stile 135" Astragal Assembly Heavy-duty Stile Lockstile @ 135° Astragal Heavy-duty Stile _ Standard Astragal Outside Corner 46�1 Outside Corner Inside Corner ffD!F4 n� CInside Corner Outside Inside CornerT 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 #61 (Stile) Parts #31 & #32 Part #61 Receiver) (Corn. & Fxd Mount) 1070 TECHNOLOGY DRIVE Description N. VENICE, FL 34275 DP AND ANCHORAGE (941) 480-1600 Tui.: sd By: Date: Revisions: CERT. OF RUTH. #29296 SERIES 770 ALUM. SGD - LM IMPACT JR 04/05/17 C REVISED TABLE 1. Series/Motley Scale Sheet. Drawing Nc. wn By: Date: �CffeckedByj Date: O SGD-770 NTS 6 p1 22 PGTO130 JR 10/10/14 Rev: C \\Illlllill!/!� No. 58705 J �-J3 ��44),� !1011111!1111\ A. LYNN MILLER, P.E. P.E.# 58705 I lILJLL L. (Water Infiltration Rating) Design Pressure (DP) and Anchor Quantities Required, (for all approved configurations on Sheets 2 & 3) (+) Design (Flat or Box, see Pressure, psf Maximum DP for all sizes: +60 / -60 Flush - 1-1/2" see note 3 Low - 2-1/2" +46.67 Medium - 3-1/4" +60.0 For corner astragal anchorage on 90` or 135° corner 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 I B I C T D A B C D A I B C D A 77B --TC I D A B C D A I B I C D A B C D A I B I C D 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 17" 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 DLO P -hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+g 7+g 7+8 7+8 7+8 7+8 7+8 7+8 8+9 8+9 8+g 8+9 8+9 g+g g+g 8+9 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 Head/Sill C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 30" 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 DLO 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 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 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 36" � " 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+g 8+g 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 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 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 12 10 10 10 d 42 DLO Jamb P -hook 8 6+7 g+7 6+7 g+7 7+g 7+8 7+8 7+g 7+g 7+g 7+8 7+8 7+8 7+8 7+8 7+8 8+9 8+9 8+g 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 m 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 E 48 41"Z 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 DLO 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 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" Jamb 8 8 8 8 8 8 8 8 10 8 8 8 10 8 8 8 DLO 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 1 7+8 1 7+8 1 7+87+8 Not available in these sizes 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" Jamb 8 8 8 8 8 8 8 8 10 8 8 8 10 8 8 8 DLO P -hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+g 7+g 7+8 7+8 7+8 7+8 7+8 7+8 Arl l"1T1 1 FUK tAAMF'Lt UN U51NU I AbLt, Jtt JI-Itt 1 0. 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 PRES. UNCHANGED). SEE TABLE 2A. 3) 4", 3-1/4" AND 2-1/2" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/211 SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE 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. 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. TAPI F *)A - Sill Height to Max. (+) DP (Water Infiltration Rating) Sill Riser Height (+) Design (Flat or Box, see Pressure, psf Sheet 17) Flush - 1-1/2" see note 3 Low - 2-1/2" +46.67 Medium - 3-1/4" +60.0 High - 4" + 60.0 SEE NOTES 1-3 OH LENGTH LD _ OH RATIO >! 1 Ol 1 nN I FNIC,TP 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 Outside Corner Inside Outside Corner Corner Inside , Corner Outside 61I Inside Corner Corner Part #61 (Stile) Part #61 (Stile) Part #119 (Out.) Part #61 (Stile) Part #61 (x2) Part #61 Part #61 Part #67 (Astragal) Part #61 Part #118 (Corner Part #120 (In.) Parts #31 & #32 Part #61 Receiver (Corn. & Fxd Mount) 1070 TECHNOLOGY DRIVE Description: N. VENICE, FL 34275 DP AND ANCHORAGE (941) 480-1600 Tile: >d By: Date: Revisions: CERT. OFAUTH. #29296 SERIES 770 ALUM. SGD - LM IMPACT JR 04/05/17 C REVISED TABLE 2, REMOVED EXAMPLE. Series/Motley �'NTS Shee7tDrawingNoJ By: Date: Checked By: Date: SGD-770 / D1 22 PGT0130 l+ JR 10/1( /14 NOM. PANEL WIDTH - 7" DLO HEIGHT = DOOR UNIT HEIGHT - 10.125" PANEL HEIGHT = DOOR UNIT HEIGHT - 1.866" rRODUCTMI1111MM as emplytagwitb ft Fil & BaWag Code , r Acceptance Expiration Date By \.��t�... Miami Dade P6dvet Co+Iklrer 1t'lii li;,•I LYN/V \��`� . • .LIG Ely sr ' `f`�� �� Ne. 58705 -0 `0 ST TEO tNA. LY NILLR` P.E. P.E.# 58705 NOTE A: +/-90.0 PSF FOR GLASS TYPES 4�4A, ti, bA, /A, is & bA; +/-u/. I r -UM ULHJJ I T I- r— i EXAMPLE ON SHEET 9 NOTES: 1) POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 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 90.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 3A. 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 3 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. DLO WIDTH = NOM. PANEL WIDTH - 7" DLO HEIGHT = DOOR UNIT HEIGHT - 10.125" PANEL HEIGHT = DOOR UNIT HEIGHT - 1.866" 11 -ter, rno 00 C:nD DADT n1nnGN1c1nN1c ANin q"P:PT4 1R R 19 FOR ASSFMRLY DETAILS. I 1 IL 1 VLLV VVIIVV V " Design Pressure (DP) and Anchor Quantities Required, (for all approved configurations on Sheets 2 & 3) 1 1 i �V VI Ir�� a�� vv�v Maximum DP shown below .. �.— ..• •�•— .-. — —. Lockstile @ -- —- 90° Astragal Lockstile @ 135° Astragal For comer astragal anchorage on 90° or 135° corner units, see sheet 11 90° Astragal Assembly 135° Astragal Heavy-duty Stiles Heavy-duty Stile Heavy-duty Stile (May be limited by Table 3A) Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Astragal Outside CornerInside Outside Door Unit Height C Corner Table applies to Glass Types 4, 4A, 80" 84" 90" Inside Corner Corner Outside 96" 102" 108" Corner 6, 6A, 7, 7A, 8 & 8A and the Part #61 69-7/8" DLO Part #61 (Stile) Part #68 (Astragal) Part #61 73-7/8" DLO Part #119 (Out.) Part #120 (In.) 79-7/8" DLO Part #61 85-7/8" DLO 91-7/8" DLO Receiver) 97-7/8" DLO Stile/Astragal types shown below. Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group A I B I C D A I B I C D A I B I C D A I B I C D A B C D A B j C I D Design Pressure +1-90.0 psf +/-82.5 psf +/-75.0 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+1 C4+1 C4+1 G4+1 C4+1 C4+1 C4+1 C4+1 24" 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 P -hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 1+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 8+9 8+g 8+g 8+9 8+9 8+9 8+g g+g Design Pressure +1-90.0 psf +/-82.5 psf +/-75.0 psf 23 Head/Sill C4+1 C4+1 C4+1 G4+1+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 G4+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 10 8 8 8 10 8 8 8 10 10 10 10 10 10 10 10 a P -hook 6+7 6+7 6+7 6+70g 7+g 7+g 7+g 7+g 7+8 7+8 7+g 7+8 7+8 7+8 g+g 8+9 g+g 8+9 g+g g+g g+g 8+9 Design Pressure +1-90.0 psf +/-82.5 psf +/-75.0 psf 29 Head/Sill C4+1 C4+1 C4+1 C4+1 C4+1 G4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C5+1 C5+1 C4+1 C4+1 C5+1 C5+1 G4+1 C4+1 C5+1 C5+1 C4+1 C4+1 o 36" DLO Jamb 10 8 8 8 10 8 8 8 10 8 8 8 12 10 8 8 12 10 10 10 10 10 10 10 c 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 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 E Design Pressure +1-90.0 psf +/-82.5 psf +/-75.0 psf 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+2C5+2 C5+2 42 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 g+g g+g g+g g+g 8+g Design Pressure +1--90.0 psf See Note A low. +/-82.5 psf +/-75.0 psf 41" Head/Sill C5+2 C5+2 C4+2 C4+2 C5+2 C5+2 C 5+2 C5+2 5+2 C 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 48" DLO Jamb 10 1 8 1 8 1 8 1 12 1 10 1 8 1 8 1 12 1 10 1 8 1 8 1 14 12 8 8 14 12 10 10 14 10 10 10 P -hook 7+8 7+8 7+8 7+8 g+g g+g g+g g+g g+g g+g g+g 8+9 g+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�4A, ti, bA, /A, is & bA; +/-u/. I r -UM ULHJJ I T I- r— i EXAMPLE ON SHEET 9 NOTES: 1) POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 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 90.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 3A. 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 3 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. DLO WIDTH = NOM. PANEL WIDTH - 7" DLO HEIGHT = DOOR UNIT HEIGHT - 10.125" PANEL HEIGHT = DOOR UNIT HEIGHT - 1.866" 11 -ter, rno 00 C:nD DADT n1nnGN1c1nN1c ANin q"P:PT4 1R R 19 FOR ASSFMRLY DETAILS. I 1 IL 1 VLLV VVIIVV V 1 ILL u !lV 1 I�rlvrlL 1 1 i �V VI Ir�� a�� vv�v , v, • • ....�� .+ 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 Heavy-duty Astragal Outside CornerInside Outside Corner C Corner Inside Corner Corner Outside Inside Corner Corner Part #61 (x2) Part #61 Part #61 Part #61 (Stile) Part #68 (Astragal) 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) TARI F 3A - Sill Height to Max. (+) DP (Water Infiltration Rating) Sill Riser Height (+) Design (Flat or Box, see Pressure, psf Sheet 17) Flush - 1-1/2" see note 3 Low - 2-112" +46.67 Medium - 3-1/4" +60.0 High - 4" +90.0 SEE NOTES 1-3 1070 TECHNOLOGY DRIVE Descrlptlon: N. VENICE, FL 34275 DP AND ANCHORAGE (941) 480-1600 Tine: so By.: Date: Revisions. CERT. OFAUTH. #29296 SERIES 770 ALUM. SGD — LM IMPACT JR 04/05/17 C REVISED TABLE 3, ADDED EXAMPLE. Series/Model: Scale: Sheet. Drawing No. Rev_ wn BY: Date: Checked By: Date: SGD-770 NTS 8 of 22 PGTO130 C JR 10110114 OH LENGTH H (D _ OOI OH RATIO >_ 1 O OH RATIO = OH LENGTH OH HEIGHT rRO.DUCT RENEWED as complying wftb The Fled& SuWilug Code AcceptanceNG 11-1124-o3 Expiration Date 'LI 11 By � 1 c�.�.�j,,,_�•.j� Miann' Dwde Plloduet Combd No. 58705 --0.� �— ®� •• ATS OF 441 /ONAL E� \ /1011111W\\ A. LYNN MILLER, P.E. P.E.# 58705 SEE SPLICE NOTE, THIS SHEET 4.051 " 24" MAX. O.C. 3.5" MAX. UNIT WIDTH SEE "C5" CLUSTER DETAILS, REQUIRES "C6" SHEET 10 FOR INTERLOCK CLUSTER SEE 48" NOM. DETAILS, SHEET 11 X x PANEL WIDTH x x c x x x x x x x / x x x x x x x x ANCHORAGE END PANEL x' x t x x x x x x ANCHORAGE '� x x x' x x x x �x (SEE SKETCH BELOW) \--„+2" CENTERLINE 8" MAX., TYP. ANCHORAGE ANCHORAGE SEE "C5" CLUSTER DETAILS, SHEET 10 FOR ASTRAGAL 24" MAX. O.C. x 6" MAX. X x f 4 PAIRS OF NO FRAME "9+10" P -HOOK ANCHORAGE CONSISTS OF: 2) ANCHOR LOCATION SPACING FOR ANCHOR JAMB REQUIRED @ EXTERIOR (9) P -HOOK ANCHORS, (PERPENDICULAR TO GLASS PLANE) SEE TABLE 2, SHEET 7 SEE"C5"CLUSTER DETAILS SHEET 0 FOR INTERLOCK 3.5" MAX. UNIT WIDTH SEE "C5" CLUSTER DETAILS, REQUIRES "C6" SHEET 10 FOR INTERLOCK CLUSTER SEE 48" NOM. DETAILS, SHEET 11 X x PANEL WIDTH x x c x x x x x x x / x x x x x x x x ANCHORAGE END PANEL x' x t x x x x x x ANCHORAGE '� x x x' x x x x �x (SEE SKETCH BELOW) \--„+2" CENTERLINE 8" MAX., TYP. ANCHORAGE ANCHORAGE SEE "C5" CLUSTER DETAILS, SHEET 10 FOR ASTRAGAL 24" MAX. O.C. x 6" MAX. X x f 4 PAIRS OF ° POCKETS AND 2) ANCHOR LOCATION SPACING FOR ANCHOR x x I SEE POCKET (10) P -HOOK - - - - - _ HEAD & SILL: 8" MAX. FROM FRAME CORNERS. 96 _ "TOTAL JAMB MOUNTING o STRAIGHT AND CORNER ASTRAGAL LOCATION, x x UNIT INSTALLATION, ADAPTER 21MAX.MAx. 6" MAX. _ (�� x THIS SHEET ANCHORS MIDWAY O.C. I o' 3" MAX. & SHEET 14 BETWEEN P -HOOK x (SEE JAMB 0 ANCHORS ANCHORS & AT 3" 1 } DETAIL z FROM TOP &14" BOTTOM Lli MAX. O.C.I - 101 I'l 8" MAX. TO OPENING °z Q 0 0 = P -HOOK o EDGE OF POCKET SEE w ao�-- .Zm7 MOUNTING INSTALLATION o W ® 014 MANX. O.C. DETAILS 'Jc'&'Kc', ro ®' I 1 END PANEL SHEET 14 & PART 'J' 'K',U Lu Q ANCHORAGE DETAILS & (2 ANCHORS) SHEET 19 FOR 14 ° , o , 3" MAX I I P -HOOK L - _ _ _ 6" MAX. low— - „+2tt ANCHORS -- x 3.5" MAX. UNIT WIDTH SEE "C5" CLUSTER DETAILS, REQUIRES "C6" SHEET 10 FOR INTERLOCK CLUSTER SEE 48" NOM. DETAILS, SHEET 11 X x PANEL WIDTH x x c x x x x x x x / x x x x x x x x ANCHORAGE END PANEL x' x t x x x x x x ANCHORAGE '� x x x' x x x x �x (SEE SKETCH BELOW) \--„+2" CENTERLINE 8" MAX., TYP. ANCHORAGE ANCHORAGE SEE "C5" CLUSTER DETAILS, SHEET 10 FOR ASTRAGAL 24" MAX. O.C. x 6" MAX. X x f 4 PAIRS OF OF PANEL 1 X x X x x �X x x x r END PANEL x r x x x x 6' MAX. ANCHORAGE (SEE „+2„ „+2„ SKETCH BELOW) "+2" ANCHORAGE ANCHORAGE ANCHORAGE =XAMPLE• 5 -PANEL 2 TRACK 90° OUTSIDE CORNER - pXX/XXO - EXT. MOUNT POCKET ANCHORAGE PLAN: 18" x 96" NOM. PANELS, ANCHOR GROUP C IN CONCRETE SUBSTRATE (SEE TABLE 3, SHEET 8) ANCHORAGE EXAMPLE NOTES: x=FRAME 2) ANCHOR LOCATION SPACING FOR ANCHOR x x I ANCHORS ANCHORS HEAD & SILL: 8" MAX. FROM FRAME CORNERS. 96 tt "TOTAL 8 o STRAIGHT AND CORNER ASTRAGAL LOCATION, FOR INTERLOCK UNIT "+2" ANCHORAGE 21MAX.MAx. ANCHORS) ADDITIONAL ANCHORS 24" O.C. MAXIMUM. HEIGHT O.C. PER JAMB 0 o= P -HOOK x (SEE JAMB 0 ANCHORS x } DETAIL z BELOW) 0 = P -HOOK .Zm7 MOUNTING ADAPTER x X ANCHORS OF PANEL 1 X x X x x �X x x x r END PANEL x r x x x x 6' MAX. ANCHORAGE (SEE „+2„ „+2„ SKETCH BELOW) "+2" ANCHORAGE ANCHORAGE ANCHORAGE =XAMPLE• 5 -PANEL 2 TRACK 90° OUTSIDE CORNER - pXX/XXO - EXT. MOUNT POCKET ANCHORAGE PLAN: 18" x 96" NOM. PANELS, ANCHOR GROUP C IN CONCRETE SUBSTRATE (SEE TABLE 3, SHEET 8) ANCHORAGE EXAMPLE NOTES: LCENTERLINE 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 P -HOOK ANCHOR DETAILS ON SHEET 14. "+2" ANCHORAGE REQUIRES SEE "C5" CLUSTER END PANEL CENTERLINE "C6" CLUSTER, SEE DETAILS, SHEET 10 CENTERLINE ANCHORAGE DETAILS, SHEET 11�O TERLOCK FOR ASTRAGAL �AOSTRAGAL (2 ANCHORS) 4.051 " I � 3.5" r r I/ o/ EXTERIOR OF PANEL 3E "+2" ANCHORAGE --/OF PANEL 4E SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941) 480-1600 Revsd By: Date: Revisions: CERT. OF AUTH. #29296 JR 04/05/17 C CORRECTED EXAMPLE TO UPDATED ANCHOR VALUES, Drawn By: Date: Checked By: Date: JR 10/10/14 • 1 • 2.04" 21" MAX. O.C. 6" SPLICE NOTE: NON- STRUCTURAL ANCHORS MAY BE ADDED AS NEEDED TO ALIGN THE EXTERIOR HEAD OR SILL IF A SPLICE OCCURS AT THE P -HOOK. 5.64" 6" MAX. I I I I f2 -TRACK FRAMEJAMB ANCHOR PAIR "+2" ANCHORAGE CENTERLINE OF PANEL 5 Description: ANCHORAGE SPACING & EXAMPLE PLANS SERIES 770 ALUM. SGD - LM IMPACT Series/Motley Scale: Sheet. Drawing No. Rev SGD-770 NTS 9 er 22 PGTO130 C PRODUCT RENL V0 as complying with the Fkv* Balding Code ( 1-2 443 AeoWmce No Espiralioo Date i ��-r By itliaa�i Oade dad Catabtal ,1\I!illli/ f No -58705 P444j. ()n A. LYNN MILLER, P.E. P.E.# 58705 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. LCENTERLINE 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 P -HOOK ANCHOR DETAILS ON SHEET 14. "+2" ANCHORAGE REQUIRES SEE "C5" CLUSTER END PANEL CENTERLINE "C6" CLUSTER, SEE DETAILS, SHEET 10 CENTERLINE ANCHORAGE DETAILS, SHEET 11�O TERLOCK FOR ASTRAGAL �AOSTRAGAL (2 ANCHORS) 4.051 " I � 3.5" r r I/ o/ EXTERIOR OF PANEL 3E "+2" ANCHORAGE --/OF PANEL 4E SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941) 480-1600 Revsd By: Date: Revisions: CERT. OF AUTH. #29296 JR 04/05/17 C CORRECTED EXAMPLE TO UPDATED ANCHOR VALUES, Drawn By: Date: Checked By: Date: JR 10/10/14 • 1 • 2.04" 21" MAX. O.C. 6" SPLICE NOTE: NON- STRUCTURAL ANCHORS MAY BE ADDED AS NEEDED TO ALIGN THE EXTERIOR HEAD OR SILL IF A SPLICE OCCURS AT THE P -HOOK. 5.64" 6" MAX. I I I I f2 -TRACK FRAMEJAMB ANCHOR PAIR "+2" ANCHORAGE CENTERLINE OF PANEL 5 Description: ANCHORAGE SPACING & EXAMPLE PLANS SERIES 770 ALUM. SGD - LM IMPACT Series/Motley Scale: Sheet. Drawing No. Rev SGD-770 NTS 9 er 22 PGTO130 C PRODUCT RENL V0 as complying with the Fkv* Balding Code ( 1-2 443 AeoWmce No Espiralioo Date i ��-r By itliaa�i Oade dad Catabtal ,1\I!illli/ f No -58705 P444j. ()n A. LYNN MILLER, P.E. P.E.# 58705 ASTRAGAL OR SPLICE LOCATION INTERLOCK_�_IF NEEDED CENTERLINE I EXTERIOR 2 -TRACK FRAME HEAD/SILL ASTRAGAL OR INTERLOCK (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, "C4") 4" ASTRAGAL OR SPLICE LOCATION INTERLOCK IF NEEDED CENTERLINE I EXTERIOR 15 3 -TRACK FRAME HEAD/SILL (a, ASTRAGAL OR INTERLOCK (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, "C4") ASTRAGAL ORSPLICE LOCATION INTERLOCK�IF NEEDED CENTERLINE ASTRAGAL OR I (FOR SPLICE INTERLOCK—, CONDITION, USE CENTERLINE I "C6" CLUSTER DETAIL) EXTERIOR 4" DIAG. 2 -TRACK FRAME HEAD/SILL ASTRAGAL OR INTERLOCK (USE WHERE 5 CLUSTER ANCHORS ARE REQUIRED, "C5") :2 ASTRAGAL OR SPLICE LOCATION INTERLOCK --IF NEEDED 2.04" �rnrrrrr Mir - EXTERIOR 15 2 -TRACK FRAME HEAD/SILL (c� ASTRAGAL OR INTERLOCK (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED, "C6") 21" MAX. O.C. 4" 6" MAX. ASTRAGAL OR (FOR SPLICE ASTRAGAL OR� SPLICE LOCATION INTERLOCK -1 CONDITION, USE INTERLOCK —IF NEEDED CENTERLINE I "C6" CLUSTER DETAIL) CENTERLINE �j 3.5" 2.04" �I 3.5" Ir I— 7" rt�l 8" EXTERIOR 15 4 -TRACK FRAME HEAD/SILL na, ASTRAGAL OR INTERLOCK (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, "C4") 2.04" 4" DIAG. I F 7' 3 -TRACK FRAME HEAD/SILL a ASTRAGAL OR INTERLOCK (USE WHERE 5 CLUSTER ANCHORS ARE REQUIRED, "C5") • •—�21 4.0811 �����•� ASTRAGAL OR II (FOR SPLICE INTERLOCKCONDITION, USE CENTERLINE "C6" CLUSTER DETAIL) 3.5" [-- 4" EXTERIOR V I 4" DIAG. I /t I 5.37" DIAG Imo- 7" �I 4 -TRACK FRAME HEAD/SILL 5) ASTRAGAL OR INTERLOCK (USE WHERE 5 CLUSTER ANCHORS ARE REQUIRED, "C5") 76" DIAG. 2.04" EXTERIOR 5.64" 6" DIAG. 21 "i111l0 O.C. 11111 5.64" 2 -TRACK I FRAME JAMB 6" MAX.tmr ANCHOR PAIR 4 I 4 -TRACK 6" DIAG. FRAME JAMB EXTERIOR /_\N ,1 -um r/Alm ANCHORS MAY BE INSTALLED EITHER IN THE EXT. OR INT. TRACK (INT. SHOWN) 5.64" TERIORyI 3.5" R 3.5" r 6" MAX. V 3 -TRACK FRAME HEAD/SILL (a� ASTRAGAL OR INTERLOCK (USE WHERE 6 CLUSTER 3 -TRACK FRAME JAMB ANCHORS ARE REQUIRED, "C6") ANCHOR PAIR 1 2.04" 4.08" ASTRAGAL OR (FOR SPLICE INTERLOCK- CONDITION, DO NOT r1CK1_rrD1 IAIG USE THIS DETAIL) EXTERIOR V FOR SPLICED CONDITIONS ONLY: SPLICE LOCATION TIF NEEDED 4 -TRACK FRAME HEAD/SILL P ASTRAGAL OR INTERLOCK (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED, "C6") WITH & WITHOUT SPLICE CONDITION 1070 TECHNOLOGY DRIVE Description: N. VENICE, FL 34275 ANCHORAGE, EXAMPLE CLUSTERS (941) 480-1600 Tdle: Revsd By Date: Revisions. CERT. OF AUTH. #29296 SERIES 770 ALUM. SGD - LM IMPACT JR 04/05/17 C NO CHANGES THIS SHEET. Series/Model: Scale Sheet. �7 �7 Drawing No. Rev: Drawn By: Date: Checked By: Date: O JR 10/10/14 SGD-770 NTS 10 °t GG PGT0130 C NOTES: 1. ALL DIMENSIONS SHOWN ARE BASED ON MIN. ALLOWED. 2. FOR HEAD OR SILL SPLICE LOCATIONS/ANCHORAGE AT P -HOOK SEE SHEET 9. rRODUCT RENEW as complying with the i Buiid'eng Code Acceptance N0_jj— l ilk ' G Expiration Date Z Mies pude 7 OCENtSF No. 5870.5 i � •'•FLOR4DA..•'�\�� s A'ONAI M�JIAII—ILLLOP.E.\\ P.E.# 58705 2.04" - 2.04" INTERIOR 2.04" INTERIOR INTERIOR n 1 4" DIAG. 4" DIAL. 8.94 6.12" 6.12" ^„7 IO 3.5' INTERIOR �, ° _ _ INTERIOR �/� ° INTERIO t ° I I ----1 3.5" 2.04" —J EXTERIOR 90° CORNER 2 -TRACK FRAME HEAD/SILL EXTERIOR 4 2.04" J L 7„ EXTERIOR 90° CORNER 2 -TRACK FRAME HEAD/SILL (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER ANCHORS ARE REQUIRED, "C4") ANCHORS ARE REQUIRED, "C6") 4.08" INTERIOR EXTERIOR INTERIOR 3.5" } INTERIOR 90° ° 7" 1 1 4.08"I( / 4.08" 5.37" DIAG. I \ 1 3.5" EXTERIOR 7'. —� 90° CORNER 3 -TRACK FRAME HEAD/SILL ("C6" ANCHOR CLUSTER REQUIRED AT ALL 3 -TRACK CORNERS) INTERIOR 6.12" If .O --.I 3.5 „ 2.04" EXTERIOR 4 135° CORNER 2 -TRACK FRAME HEAD/SILL (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, "C4") INTERIOR 7.41 " 135° I —� 3.5" � EXTERIOR 7" 4 135° CORNER 3 -TRACK FRAME HEAD/SILL ("C6" ANCHOR CLUSTER REQUIRED AT ALL 3 -TRACK CORNERS) INTERIOR 2.04" 4" EXTERIOR 5.88" INTERIOR INTERIOR/ 90° 135° o ^4"^3,5 7" 6.12" 1 � 4" 6.12" 2.04" -J 1 L--7'7�F' 3.4"4"DIAG. ' �1� 3.5"EXTERIOR EXTERIOR 4 90° CORNER 135° CORNER 4 -TRACK FRAME HEAD/SILL 4 -TRACK FRAME HEAD/SILL ("C8" ANCHOR CLUSTER REQUIRED ("C8" ANCHOR CLUSTER REQUIRED AT ALL 4 -TRACK CORNERS) AT ALL 4 -TRACK CORNERS) NOTES: 1. ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 1070 TECHNOLOGYDRIVE 2. DETAILS DEPICT ANCHOR QUANTITY AND SPACING, AND WOULD BE N. VENICE, FL 34275 IDENTICAL FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS. (941)480-1600 Revsd By: Date. Revisions: CERT. OF AUTH. #29296 JR 04/05/17 C NO CHANGES THIS SHEET. Drawn By: Date: Checked By: Date: JR 10/10/14 4.08" 1,EXTERIOR 1.5 7" 4 ON INTERIOR ALL EXTERIOR VIEWS 2.04" - 12" 2.04" 1 ..5 '\\ 7" EXTERIOR 4. 2.04" J 7"- 4" �. EXTERIOR- 8.94" 135° CORNER 2 -TRACK FRAME HEAD/SILL (USE WHERE 5 OR 6 CLUSTER ANCHORS ARE REQUIRED, "C6") +1" ANCHOR OF PANEL 1117-1 Antruno 4" DIAG. ° 3.5 CENTERLINE OF PANEL 11+3" ANCHOR 2.04" CENTERLINE OF PANEL 4 -TRACK FRAME HEAD/SILL INTERMEDIATE ANCHOR LAYOUT (3 -TRACK SIMILAR) Description ANCHORAGE, EXAMPLE CLUSTERS rine: SERIES 770 ALUM. SGD - LM IMPACT Series/Modeh Scale: Sheet: Drawing No. SGD-770 NTS 11 o+ 22 PGTO130 "+1" ANCHOR 0 CENTERLINE OF PANEL 1 "+2" ANCHOR 1 MI 2.04" 4" DIAL. 3.r5; CENTERLINE OF PANEL f "+3" ANCHOR LZ 0 �NL —1 2.04" 4" DIAG. o ° 3.5" 7" CENTERLINE OF PANEL 2 -TRACK FRAME HEAD/SILL INTERMEDIATE ANCHOR LAYOUT rRODUCT RENEWED as complying with the F118111ft SteidingCode i �_ 112`•03 Acceptance Na Expiration Dntt� Is(". 9f�»ti Dade @etMtnA `1111111!/// '% No. 58705 0. STATE O) 'v A. LYNN MILLER, P.E. c P.E.# 58705 INSTALLATION DETAILS EDGE DISTANCE: SEE TABLE A, SHEET 1 EXTERIOR 1/4" F MAX. SHIM EMBEDMENT: SEE TABLE A, JJJ 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., SEE ANCHOR NOTES & TABLE A, SHEET 1 SEE ANCHOR NOTE 5, SHEET -i AL, 1 (1/4" MAX.) EXTERIOR I a 2-1/16" EMBEDMENT: SEE TABLE A, SHEET 1 EDGE DISTANCE: ~� SEE TABLE A, SHEET 1 EXTERIOR <D 2X WOOD TYP., SEE ANCHOR NOTE 3, SHEET 1 2X WOOD TYP., SEE ANCHOR NOTE 3, SHEET 1 SEE ANCHOR NOTE 5, SHEET 1 (1/4" MAX.) EDGE DISTANCE: SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 E 2 -TRACK FRAME SILL Dw WOOD INSTALLATION EMBEDMENT: SEE TABLE A, SHEET 1 2X WOOD TYP., SEE ANCHOR NOTE 3, SHEET 1 WOOD ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 EXTERIOR —� a 1/4" MAX. SHIM a Ir FYTFR Inn 2-1/16" * 1/4" MAX. SHIM WOOD ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 3 -TRACK FRAME HEAD Bw WOOD INSTALLATION WOOD ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 2-1/16" EMBEDMENT: SEE TABLE A, SHEET 1 EDGE DISTANCE: SEE TABLE A, SHEET 1 01 2-1/16" * EXTERIOR a METAL TYP., SMS ANCHOR TYP., SEE ANCHOR ZSEEANCHORNOTES NOTE 4, SHEET 1 & TABLE A, SHEET 1 2X WOOD TYP., SEE ANCHOR NOTE 3, SHEET 1 SEE EDGE DISTANCE: SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 S 3 -TRACK FRAME SILL WOOD INSTALLATION EMBEDMENT: SEE TABLE A, SHEET 1 EDGE DISTANCE: SEE TABLE A, 2X WOOD SHEET 1 TYP., SEE ANCHOR NOTE 3, SHEET 1 2-1/16" * E 2 -TRACK FRAME JAMB Gw WOOD INSTALLATION JR 1 04/05117 C I NO CHANGES THIS SHEET. vn By: I Date: Checked By: Date: JR 10/10/14 WOOD ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 EXTERIOR_{� a 1/4" MAX. SHIM F� ANCHOR NOTE 5, 1 SHEET 1�fi 1 (1/4" MAX.) EXTERIOR a fa2-1/16" * EDGE DISTANCE: SEE TABLE A, SHEET 1 2-1/16" * O 3 -TRACK FRAME JAMB Hw WOOD INSTALLATION 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941) 480-1600 CERT. OFAUTH. x}29296 E 4 -TRACK FRAME HEAD Cw METAL INSTALLATION MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE NOTES: 1/4" 1. ALL DIMENSIONS MAX. SHOWN ARE BASED SHIM ON MIN. ALLOWED. 2. METAL OR WOOD SUBSTRATES MAY BE USED FOR ALL FRAME TYPES PER TABLE A, SHEET 1. SMS ANCHOR TYP., METAL TYP., SEE ANCHOR NOTES SEE ANCHOR & TABLE A, SHEET 1 NOTE 4, SHEET 1 E 4 -TRACK FRAME SILL Fw METAL INSTALLATION EMBEDMENT: SEE TABLE A, SHEET 1 METAL TYP., SEE ANCHOR NOTE 4, SHEET 1 SMS ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 EDGE DISTANCE SEE TABLE A, SHEET 1 2-1/16" * \--MIN. OF 3 THREADS EXTERIOR BEYOND THE METAL ID El L— SUBSTRATE 1/4" MAX. SHIM - 1-- 4-TRACK f4-TRACK FRAME JAMB Iw METAL INSTALLATION * DIAGONAL O.C. IS MIN 4" (HEAD & SILL) OR 6" (JAMB) SEE DETAILS, SHEETS 10 & 11. MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE EMBEDMENT: SEE TABLE A, SHEET 1 EDGE DISTANCE: SEE TABLE A, SHEET 1 Description: ANCHORAGE DETAILS Title: SERIES 770 ALUM. SGD - LM IMPACT Series/Model: Scale: Sheet Drawing No. Rev: SGD-770 NTS 12 of 22 PGTO130 C rAODUCT RENEWED as complying with the lRiotWi Balding Code Acceptance No Expiration Dste�iZ-jam aline, Dwk� ��Jtlllli// LYNAI �' No. 58705 �_0 !19A'�- S�\ '4ORMa.. rIIIIII\�� A. LYNN MILLER, P.E. P.E.# 58705 INSTALLATION DETAILS CONCRETE EDGE DISTANCE: SEE PER TABLE TABLE A, SHEET 1 CONCRETE A, SHEET 1 2-1/16" * PER TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 EDGE DISTANCE: SEE TABLE A, SHEET 1 CONCRETE 2-1/16" * PER TABLE A, SHEET 1 EXTERIOR NOTES: EDGE DISTANCE: 1. ALL DIMENSIONS €' a _1 a _ PROPERLY SECURED 1/4" * DIAGONAL O.C. IS SEE TABLE A, MIN 4" (HEAD & SILL) EMBEDMENT: SHIM OR 6" (JAMB) SEE 1=1I - a 1/4" MAX. SHIM 1/4" EXTERIOR SHEET 1 l 110 & 11. SHEETS 1/4 EXTERIOR SEE TABLE A, NOTES & TABLE A, SHEET 1 MAX. G] CONCRETE EXTERIOR OR CMU J� a MAX. a SHEET 1 PER TABLE SHIM SHIM PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X)EaCRETE ANCHOR TYP., WOOD BUCK TYP., SEE SEE ANCHOR NOTES & WOOD BUCK TYP., SEE ANCHOR NOTES & ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 E 2 -TRACK FRAME HEAD DE 3 -TRACK FRAME HEAD Ac CONCRETE INSTALLATION Bc CONCRETE INSTALLATION CONCRETE ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 SEE ANCHOR NOTE 5, SHEET 1 (1/4" MAX.) , C EXTERIOR a 2-1/16" PROPERLY SECURED 1X CONCRETE ANCHOR TYP., WOOD BUCK TYP., SEE SEE ANCHOR NOTES & ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 SEE ANCHOR NOTE 5, SHEET 1� 1 (1/4" MAX.) _ — f e- •. EXTERIOR a 2-1/16' EDGE DISTANCE: CONCRETE SEE TABLE A, SHEET 1 PER TABLE EMBEDMENT: SEE TABLE A, SHEET 1 A, SHEET 1 E 2 -TRACK FRAME SILL Dc CONCRETE INSTALLATION EMBEDMENT: SEE TABLE A, SHEET 1 EDGE DISTANCE: MENT: SEE �I CONC./CMU ANCHOR T�4 SEE TABLE A, TYP SEE ANCHOR SHEET 1 PROPERLY SECURED 1X WOOD BUCK TYP., SEE ANCHOR NOTE 3, SHEET 1 SEE ANCHOR NOTE 5, SHEET 1 (1/4" MAX.) EMBEDMENT: SEE TABLE A, SHEET 1 NOTES: EDGE DISTANCE: 1. ALL DIMENSIONS SEE TABLE A, SHEET 1 SHOWN ARE BASED 2-1/16" * ON MIN. ALLOWED. PROPERLY SECURED 1/4" * DIAGONAL O.C. IS SEE TABLE A, MAX. MIN 4" (HEAD & SILL) _ SHIM OR 6" (JAMB) SEE 1=1I I1"11 a 1/4" MAX. SHIM Ff SHEET 1 l 110 & 11. SHEETS PROPERLY SECURED 1X CONCRETE ANCHOR TYP., WOOD BUCK TYP., SEE SEE ANCHOR NOTES & ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 DE 4 -TRACK FRAME HEAD Cc CONCRETE INSTALLATION PROPERLY SECURED 1X WOOD BUCK TYP., SEE ANCHOR NOTE 3, SHEET 1 < a z • I EXTERIOR ' 2-1/16" CONCRETE ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 EDGE DISTANCE: CONCRETE SEE TABLE A, SHEET 1 PER TABLE EMBEDMENT: SEE TABLE A, SHEET 1 A, SHEET 1 DE 3 -TRACK FRAME SILL Ec CONCRETE INSTALLATION EMBED TABLE A, SHEET 1 CONCRETE SHEET 1 EDGE DISTANCE PROPERLY SECURED OR CMU SEE TABLE A, 1X WOOD BUCK TYP., � PER TABLE SHEET 1 SEE ANCHOR NOTE 3, A, SHEET 1 a 1/4" MAX. SHIM Ff SHEET 1 CONC./CMU ANCHOR TYP., SEE ANCHOR 2-1/16 NOTES & TABLE A, SHEET 1 CONCRETE EXTERIOR OR CMU J� a �- PER TABLE 1/ 1/4" MAX. SHIM A, SHEET 1 DE 2 -TRACK FRAME JAMB Gc CONCRETE/CMU INSTALLATION JR 04/05117 C NO CHANGES THIS SHEET. sn By: Date: Checked By: Date: JR 10/10/14 - --------------- NOTES & TABLE A, SHEET 1 2-1/16" PROPERLY SECURED —7n�j ([ 1X WOOD BUCK TYP.,11117 4 — SEE ANCHOR NOTE 3, CONCRETE SHEET 1 OR CMU PER TABLE EXTERIOR A, SHEET 1 a 1/4" MAX. SHIM Ff EDGE DISTANCE: SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 4 -TRACK FRAME SILL Fc CONCRETE INSTALLATION EMBEDMENT: SEE TABLE A, SHEET 1 '-'I EDGE DISTANCE: PROPERLY SECURED SEE TABLE A, 1X WOOD BUCK TYP., SHEET 1 SEE ANCHOR NOTE 3, SHEET 1 I CONC./CMU ANCHOR a 2-1/16" TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 CONCRETE OR CMU EXTERIOR PER TABLE A, SHEET 1 1/4" MAX. SHIM �- DE 3 -TRACK FRAME JAMB E 4 -TRACK FRAME JAMB He CONCRETE/CMU INSTALLATION Ic CONCRETE/CMU INSTALLATION 1070 TECHNOLOGY DRIVE Description: N. VENICE, FL 34275 ANCHORAGE DETAILS (941) 480-1600 Tide: CERT. OFAUTH. #29296 SERIES 770 ALUM. SGD - LM IMPACT Senes/Model Scale: Sheet. Drawing No. Rev: SGD-770 NTS 13 of 22 PGTO130 C CONCRETE PER TABLE A, SHEET 1 rRODUC'T RENEWED as complying with the l'7orw Bedding Code Acceptance No Expiration Date�,0�-� By (IL'- fli wM Dwk C,@m" : ,\\ M 11111 � \\`t�o� GE;`Jtcr�,,��///�i Q.. _ nn No. 58705 O� STALE . tL ,711! tLIV���\\ ` A. LYN� MILLER, P.E. P.E.# 58705 INSTALLATION DETAILS 2.693" MIN. (ALSO SEE TYP. EDGE DISTANCE NOTES: DE P -HOOK FOR USE WITH BOX SILL RISERS Kc PARTS #19, #21, #23 OR #25, CONCRETE INSTALLATION 1. ALL DIMENSIONS (SEE TABLES 1A, 2A & 3A MOUNT FRAME JAMB ONLY SHOWN ARE BASED REQUIRED AT ALL 2.693" MIN. ON MIN. ALLOWED. INSIDE POCKETS EDGE FIGURES THIS EMBEDMENT: SEE TO PREVENT DISTANCE FOR SHEET ARE FOR S WOOD FRAMING TABLE A, SHEET 1 I P -HOOK MOUNTING ADAPTER WATER ILLUSTRATIVE WOOD ANCHOR TYP., INFILTRATION CONC./CMU PURPOSES ONLY. SEE Oo c SEE ANCHOR NOTES ANCHOR TYP., SEE LE A, SHEET 1 FOR EMBEDMENT: & TABLE A, SHEET 1 z6 ANCHOR NOTES & ALLBAPPROVED SEE TABLE A, (ALSO SEE TYP. TABLE A, SHEET 1 SUBSTRATES. SHEET 1 28 ILLUSTRATION, SHEET 9) 1-1 /4" MIN. EDGE DISTANCE L EDGE DISTANCE: SEE _ ° EXTERIOR 28 3. SEE TABES 1-3, SHEETS 6-8 FOR -1 1s TABLE A, SHEET 1 EMBEDMENT: REQUIRED P -HOOK SEE TABLE A, °° P -HOOK M�NTING AND P -HOOK 26 ExrERIOR SHEET 1 ADAPTER CONC./CMU MOUNTING ADAPTER PHOOK WOOD ANCHOR TYP.,C�E35 n P ANCHOR TYP., SEE ANCHOR QUANTITIES. SEE ANCHOR NOTES V -HOOK CONCRETE OR ANCHOR NOTES & TABLE ALSO SEE EXAMPLE & TABLE A, SHEET 1 CMU PER TABLE EMBEDMENT: SEE � ASHEET 1 , ALSO SEE TYP. ON SHEET 9. (ALSO SEE TYP. ILLUSTRATION, SHEET 9) 2.693" MIN. A, SHEET 1 TABLE A, SHEET 1 ILLUSTRATION, SHEET 9) EDGE DISTANCE -HOOK FOR USE WITH FLAT SILL RISERS DE P -HOOK FOR USE WITH ANY SILL RISER PARTS #18, #20, #22 OR #24, eP Jc 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 P -HOOK MOUNTING CONCRETE OR EMBEDMENT: SEE ADAPTER CONC./CMU NOTE 4, SHEET 1; EMBEDMENT: SEE ADAPTER SMS CMU PER TABLE TABLE A, SHEET 1 ANCHOR TYP., SEE MIN. OF 3 THREADS TABLE A, SHEET 1 ANCHOR TYP., SEE A, SHEET 1 ANCHOR NOTES & TABLE BEYOND THE METAL ANCHOR NOTES A, SHEET 1 SUBSTRATE & TABLE A, SHEET 1 (ALSO SEE TYP. EMBEDMENT: (ALSO SEE TYP. ILLUSTRATION, SHEET 9) rRODUCT RENEWED EMBEDMENT: ILLUSTRATION, SHEET9) ) ri SEE TABLE A, SHEET 1 p 28 as complying with the FlwMS Suiding Code Aece tanceNo r _�-2 Expiration Date SEE TABLE A, SHEET 1 DISTANCE: SEE E A, SHEET 1 ° ° ° ° ' 1-1 /4" MIN. EDGE NCE Z �f ► — a 1 wand Dade CeaftrA P -HOOK SMS ANCHOR TYP., / EXTERIOR SEE ANCHOR NOTES J & TABLE A, SHEET 1 (ALSO SEE TYP. 2.693" MIN. ILLUSTRATION, SHEET 9) EDGE DISTANCE E 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 CONC./CMU / EXTERIOR ANCHOR TYP., SEED/ ANCHOR NOTES & TABLE A, SHEET 1 2.693" MIN. (ALSO SEE TYP. EDGE DISTANCE ILLUSTRATION, SHEET 9) DE 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 1070 TECHNOLOGY DRIVE Description: N. VENICE, FL 34275 ANCHORAGE DETAILS (941) 480-1600 Title: Revsd By: Date: Revisions: CERT. OF RUTH. 629296 SERIES 770 ALUM. SGD - LM IMPACT JR 04/05117 C NO CHANGES THIS SHEET. Series/Model: Scale: Sheet: Orawin° No, Rev' Drawn By: Date: Checked By: Date: SGD-770 NTS 14 °� 22 PGTO 130 C JR 10/10/14 \,��lttttt/1� LYNN 10EN No 58?OS 4) A!L-Yf fI IL �1 P.E: 66 05 CONFIG. EXAMPLES HEADER DETAIL'A', SHEET 18; INSTALLATION DETAILS 'Aw' & 'Ac', 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; INSTALLATION DETAILS 'Dw' & 'Dc', SHEETS 12 & 13 PANEL CORNER DETAIL MAX. PANEL HEIGHT ro #10 X 1-1/2" PH SMS PANEL PANEL TYPE TYPE QS' A' SEE NOTE 2 a X MAX. UNIT_ WIDTH MAX. DLO_ WIDTH NOM. PANEL WIDTH TYP. PER TABLES 1-3 a 90° PANEL TYPE 'AS' NOM. PANEL WIDTH TYP. PER TABLES 1-3 PANEL Description TYPE 124 Kommerling 4SG TPS Spacer System 125 MAX. UNIT See this Sheet for MAX. HEIGHT Quanex Duraseal Spacer DLO PER / HEIGHT TABLES 1-3 a X EXAMPLE: 90° INSIDE CORNER, 4 PANELS - XX/XX � SILICONE SILICONE STRUCTURAL HERS POLYISOBUTYLENE WITH DESICCANT FRAME CORNER DETAIL Part # Description Material 124 Kommerling 4SG TPS Spacer System 125 Quanex Super Spacer nXT with Hot Melt Butyl See this Sheet for 126 Quanex Duraseal Spacer Materials 127 Cardinal XL Edge Spacer KLF-LKLNUL I t5 I KtNUK I J: r I L-bl'I /, bf )U3 6, MICU JR 1 04/05/17 1 C I NO CHANGES THIS SHEET. Drawn By: Date: checked By: Date: JR 1 10110114 #8X1" PH SMS EXT. GLASS STRUCTURAL SILICONE 1/4" NOM. FOAM WITH DESICCANT EXT. GLASS—\, INT. GLASS 124 KODISPACE 4SG TPS BUTYL & DESICCANT FOAM EXT. GLASS MAX. UNIT WIDTH INTERIOR EXTERIOR k M, 31 CORNER DETAIL'N2',, SHEET 19 & CORNER ANCHORAGE SHEET 11 INTERLOCK DETAIL 'M', SHEET 19 EXTERIOR INTERIOR JAMB DETAIL'G3', SHEET 18; INSTALLATION DETAILS 'Gw' &'Gc', 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 125 SUPER SPACER@NXTTM ALUMINUM REINFORCEMENT POLYISO- BUTYLENE 5/16" NOME SEAL ROLL -FORMED STAINLESS STEEL EXT. GLASS INT. GLASS ,26; DURAS EAL® SPACER DESICCANT FILL AREA 5/16" NOM. SILICONE SEAL —INT. GLASS XL EDGETMSPACER 1070 TECHNOLOGY DRIVE Description: N. VENICE, FL 34275 ANCHORAGE DETAILS/ EXAMPLE ELEVATIOI (941) 480-1600 nue: CERT. OFAUTH. #29296 SERIES 770 ALUM. SGD - LM IMPACT Series/Motley Scale: Sheer Drawino No. Rev: SGD-770 NTS 15 of 22 PGTO130 C rRODUCT RENEWED as complying with the FkNrW Buiding Code Acceptance No / Expiration Dste 2 }' 4i—A i Prodna Comw Illil ��V LYNN�4 �10ENs'- • ��� No. 58705 ;L2 - TATE r EC7 \ �iORN 8/0 blu A. LYN�1fiA LL R. E. P.E.# 58705 INTERLOCK DETAIL I FOR ALL DETAILS ON THIS SHEET, SEE NOTES ON SHEET 15 CONFIG. EXAMPLES V, SHEET 19 OPERABLE JAMB DETAIL'G3', SHEET 18; '-INSTALLATION DETAILS'Gw' &'Gc', SHEETS 12 & 13 /FIXED JAMB DETAIL'G2', T�A:STRAGAL HEADER DETAIL'A', SHEET HEADER DETAIL'A', SHEET 18; ,SHEET 18; INSTALLATION ETAILS 'L1' & 18; INSTALLATION DETAILF INSTALLATION DETAILS 'Aw' & 'Ac', DETAILS'Gw' &'Gc', L2, SHEET 19 'Aw' &'Ac', SHEETS 12 & SHEETS 12 & 13 SHEETS 12 & 13 i 90' \ 4SEE FRAMiEi& MAX. UNIT WIDTH CONSTRUCTION EXAMPLE:OXXX DETAILS SHEET 15 2 -TRACK i MAX. UNIT HEIGHT PER TABLES 1-3 r SILL DETAIL 'D', SHEET 18; INSTALL DETAILS 'Dw' & 'Dc', SHEETS 12 &13 SILL DETAIL'D', SHEET 18; INSTALLATION DETAILS 'Dw' &'Dc', SHEETS 12 & 13 PANEL TYPE 'A' MAX. DLO HEIGHT a X PANEL TYPE 'CS' NOM. PANEL WIDTH TYP, PER TABLES 1-3 a X MAX. DLO WIDTI TYP. JAMB DETAIL 'G3', SHEET 18; INSTALLATION DETAILS 'Gw' &'Gc', SHEETS 12 & 13 � MAX. UNI I VVIU I H PANEL PANEL PANEL PANEL TYPE TYPE z TYPE TYPE 'R' 'L' � m 'D' 'A' / NOM. PANEL / / ,QS, WIDTH TYP. MAX. 'M' 'M', SHEET 19 MAX. PER UNIT SEE DLO TABLES 1-3 HEIGHT 21— HEIGHT PE PER MAX. DLO SHED TE15 a TABLESCORNER 3LES -3 a Q NOTE 2, 1-3 X SHEET 11 HEIGHT SHEET 15 O 4SEE FRAMiEi& MAX. UNIT WIDTH CONSTRUCTION EXAMPLE:OXXX DETAILS SHEET 15 2 -TRACK i MAX. UNIT HEIGHT PER TABLES 1-3 r SILL DETAIL 'D', SHEET 18; INSTALL DETAILS 'Dw' & 'Dc', SHEETS 12 &13 SILL DETAIL'D', SHEET 18; INSTALLATION DETAILS 'Dw' &'Dc', SHEETS 12 & 13 PANEL TYPE 'A' MAX. DLO HEIGHT a X PANEL TYPE 'CS' NOM. PANEL WIDTH TYP, PER TABLES 1-3 a X MAX. DLO WIDTI TYP. JAMB DETAIL 'G3', SHEET 18; INSTALLATION DETAILS 'Gw' &'Gc', SHEETS 12 & 13 � MAX. UNI I VVIU I H PANEL PANEL PANEL m z PANEL PANEL PANEL � m m TYPE TYKE TYPE ° INTERLOCK DETAIL ,QS, L' MAX. 'M' 'M', SHEET 19 / UNIT PANEL I NOM. HEIGHT 90' OUTSIDE CORNER GHT ER PE PER MAX. DLO DETAIL'N1', SHEET 19 & SEE TABLESCORNER 3LES -3 ANCHORAGE SEE NOTE 2, NOTE 2, 1-3 SHEET 11 X 11 MAX. UNIT WIDTH SHEET 15 EXAMPLE: 90° 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� '1 INTERLOCK DETAIL'M', SHEET 19 Ic', SHEETS 12 & 13� �✓ - � HEADER DETAIL JAMB DETAIL'H2', SHEET P HOOK DETAIL'J' &'K', SHEET 'B', SHEET 18; 18; INSTALLATION DETAILS 19; INSTALLATION DETAILS'Jw', 7' INSTALLATION DETAILS 'Bw' & 'Hw' & 'Hc', SHEETS 12 & 13 'Jc', 'Kw' & 'Kc', SHEET 14 , 13 / SHEETS 12 13 MAX HEI P TAE EXAMPLE: OXXXp (3 -TRACK, RIGHT POCKET) SILL DETAIL'E', SHEET 18; INSTALLATION DETAILS 'Ew' &'Ec', SHEETS 12 & 13 JAMB DETAIL'12', SHEET 18; INSTALLATION DETAILS 'Iw' &'Ic', SHEETS 12 & 13 MAX. UNI I VVIU I H MAX. UNI I VVIU I H PANEL PANEL PANEL PANEL PANEL PANEL PANEL PANEL TYPE TYPE 'F' TYPE TYPE 'R' L' 'M' 'F' UN UNIT PANEL I NOM. WIDTH TYP. GHT ER PE SEE OTE 2, MAX. DLO PANEL WIDTH TYP. TABI 1 - SHEET 15 3LES -3 MAX. DLO SEE NOTE 2, PER TABLES 1-3 �\ a HEIGHT SHEET 15 O a a a O X X X EXAMPLE: OXXXp (3 -TRACK, RIGHT POCKET) SILL DETAIL'E', SHEET 18; INSTALLATION DETAILS 'Ew' &'Ec', SHEETS 12 & 13 JAMB DETAIL'12', SHEET 18; INSTALLATION DETAILS 'Iw' &'Ic', SHEETS 12 & 13 MAX. UNI I VVIU I H PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE M' 'F' 'F' IF MA NOM. UN PANEL I HEIG WIDTH TYP. / PE SEE OTE 2, MAX. DLO PER TABLES 1-3 TABI 1 - SHEET 15 HEIGHT �\ a X O EXAMPLE: XXXO (4 -TRACK, BY-PASS) INTERIOR EXTERIOR NOM. PANEL WIDTH TYP. PER TABLES 1-3 MAX. UNIT WIDTH HEADER DETAIL'C', SHEET 18; INSTALLATION DETAILS 'Cw' &'Cc', SHEETS 12 & 13 - , UCT RENEWED as coil)plying with the Fjori& Code Buiding Coe - t5-Erzb•o3 X. IT 'HT R -ES SILL DETAIL 'F', SHEET 18; INSTALLATION DETAILS 'Fw' &'Fc', SHEETS 12 & 13 1070 TECHNOLOGY DRIVE Description: N. VENICE, FL 34275 EXAMPLE ELEVATIONS (941) 480-1600 Title. so By: Date: Revisions: CERT. OF AUTH. #29296 SERIES 770 ALUM. SGD - LM IMPACT JR 04/05117 C NO CHANGES THIS SHEET. Series/Motley Scale: Sheet D.—No. wn By: Date: Checked By: Date: O SGD-770 NTS 16 01 22 PGTO 130 JR 10/10/14 Acceptance No Expiration Date 2 Z �" ByIs muum pada ac! CMIruA �IIIII r"W? LYS /V ``'•�. No. 58705 CA 4E1 J i���i` FCORIt7P • •�a`��� Rev_ A. LY�N MILLE�F�,`P.E. C P.E.# 58705 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 LOCKSTILE EXT CORNER 90 RECEIVER INT CORNER 90 RECEIVER EXT CORNER 90 RECEIVER EXT CORNER 135 RECEIVER INT CORNER 135 RECEIVER TYPES OUT IN STILE W/ HANDLE BOX OUT BOX IN W/ HANDLE W/ HANDLE W/ HANDLE W/ HANDLE W/ HANDLE W/ HAND#118 #118 W/ HAND #31 W/ HANDLE #61 #61 #61 0 120 #119 #61 , #118 #61" 1 C SINGLE INTERLOCK F PP K L TR TQ TC TA TV TW OUT (BOX OUT) SINGLES INTERLOCK C c P A C C I C SQ SC SA S V S W I N (BOX OUT (BOX IN) FIXEDRR STILE R S S FD FC FV FW (BOX OUT) (BOX IN) LOCKSTILE W/ HANDLE D M J (BOX OUT) (BOX IN) L1J ASTRAGAL/ BOX OUT p L /� PANEL NOTES: � } W/ HANDLE (Box OUT) 1. SEE DP TABLES 1-3, SHEETS 6-8 FOR PANEL ASTRAGAL `I I SIZES & DESIGN PRESSURE. Q INTERIOR RIGHT OR CROSSED OFF Lu BOX IN Y LEFT 2. PANEL TYPES NOT SHOWN J W/ HANDLE (BOX PANEL PANEL ARE NOT REQUIRED FOR ANY CONFIGURATIONS _ ASTRAGAL T U STILE EXTERIOR STILE AND ARE NOT AVAILABLE. (n Box OUT 3. 90° ASTRAGALS TO USE HEAVY-DUTY STILES LL ASTRAGAL (BOX OUT) (BOX OUT) T / (#61), CORNER RECEIVER (#118) AND EITHER PANEL "E" SHOWN. SEE TABLE FOR OTHER PANEL TYPES AND EXTERIOR (#119) OR INTERIOR (#120) CORNER STILE/ASTRAGAL REQUIREMENTS. uJ Box IN (,J APPLICABLE ASTRAGALS. J (Box W) (BOX IN) 4. 135° ASTRAGALS TO USE HEAVY-DUTY STILES INT CORNER 90 LOCKSTILE R T Cl (#61) AND CORNER ADDON (#31). J z W/ HANDLE #120 EXT CORNER 232" SILL RISERS OPTIONS .232" r-- 90 L HANDLE #1 W/ HANDLE #119 Q T `�'� QS —�j '232 � � .232" EXTERIOR vRJ9ibt)i � RF'V1Et%ED EXTERIOR a .062"a5 EXT CORNER #61 90 RECEIVER W/HANDLE #118 CT CS EXTERIOR I < EXTERIOR 062" c`•=+�aplying with the FlorW 4.055" � as3nielingCafe 2.555"062 3.305" Acceptance NtrI`l"I �'a3 (Expiration Wte__P4l_L-A,?02� INT CORNER #61 90 RECEIVERA W/ HANDLE T AS DF 1.567" .062' � 1 BV f 4 "L'� Dade rod"( CoMtw #118 EXT CORNER #118 CF FLAT 1$' LL RISER, AT 24 HIGH, 4 ER, FLAT FLAT 22 * 20 90 RECEIVER FSILL LUSHISER, LOWRIISIER MEDIUM, IFL #61 135 RECEIVER EXT CORNER #3]� V/ VS VF ---i f, .750" —� j� 750" I— EXTERIOR W/ HANDLE #61 EXTERIOR 750" EXTERIOR .062" EXTERIOR 062" INT CORNER #31 35 RECEIVER WT WS WF a� 1 •906" .062" 4.055" 3.305" y t �� I I I W/ HANDLE #61 yy .062" 2.555" 1 1.567" \„ICENS� 19* SILL RISER, OJ�FLUSH, 21 SILL RISER, BOX 23 SILL RISER, BOX 25 SILL RISER, BOX _ No. 58705 _ O O HIGH, 4" 1-1/2"O FLUSH, 1-1/2" LOW, 2-1 /2" MEDIUM, 3-1/4" -Ct * NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS, SEE SHEETS 6-8 >3�; ISS ATE i 1070 TECHNOLOGY DRIVE Description:c(�RIDA N. VENICE, FL 34275 i PANEL TYPES G (941)480-1600 /!!S ON c Revsd By: Date: Revisions: CERT OF RUTH. #29296 Title. -AL \: SERIES 770 ALUM. SGD - LM IMPACT /11111,1110\\ JR 04105/17 C NO CHANGES THIS SHEET. Series/Modes scale: Sheet —TrioN°. Rev: A. LYNN MILLER, P.E. Drawn By: JR Date: Checked By: Date: 10/10/14 SGD-770 NTS 17 °I 22PGT0130 C P.E.# 58705 ASSEMBLY DETAILS 106 FULL PANEL JAMB LENGTH (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 60 OR 61 105 106 FULL LENGTH 14 LOCK PART 17 75 & 107-110 14 OF JAMB 5 E60 OR 61 5 60 OR 61 DE 60 OR 61 2 -TRACK JAMB 16 EJ3G1 2 -TRACK JAMB (SHOWN 5 SEE DETAIL G1 CLIP #105 6" LONG W/ RETAINER #106 105 WITH OPERABLE FOR FIXED PANEL CLIP 80 7b & 107-110 113 MID PAN (SHOWN WITH PANEL) FIXED PANEL TO 5 EXTERIOR 103 LOCK PART 75 & 107-110 SEE DETAIL G2 103 FOR FIXED 60 OR 61 THE INTERIOR) 113 5 103 PANEL CLIP 91 ID EXTERIOR 14 15 5 e 112 DE 16 17 123 FULL LENGTH G2 #10 X 3/4" OF JAMB SMS, X 3 � 2 -TRACK JAMB 40 G4 2 -TRACK JAMB 60 OR 61 ,EXTERIOR EXTERIOR EXTERIOR EXTERIOR ��// 15 CLIP #80 OR #105 51 52 W/ SCREEN 6" LONG W/ RETAINER #123 @ 80 (SHOWN WITH MIDSPAN FIXED PANEL TO 3 -TRACK JAMB 3 -TRACK JAMB 4 -TRACK JAMB 4 -TRACK JAMB �E (SHOWN WITH D 2 (SHOWN WITH IE (SHOWN WITH eDE(SHOWN WITH OPERABL�tVE PANEL) FIXED PANEL TO FIXED PANEL TO OPERABLE PANEL) 60 OR 61 THE EXTERIOR) 53 THE EXTERIOR) THE INTERIOR) EXTERIOR EXTERIOR 2 112 t 3 4 45 5 113 5 113 5 52 51 69 EXTERIOR 69 EXTERIOR EXTERIOR 53 a a rRODUCT RENEWED complying iththeElarii4 SHOWN WITH DE 2 -TRACK W/SCREEN eFRAME E 3 -TRACK eFRAME HEAD DE 4 -TRACK MAX. UNIT gridngCode g C FRAME HEAD HEIGHT PER AcceptanoeNo�'v3 OPT. SCREEN HEAD Expiration Date �- TRACK TABLES 1-3 By 53 69 69 69 EXTERIOR EXTERIOR 52 51 72 OR 73 72 OR 73 A 72 OR 73 46 11 113 9 10 11 11 48 47 p 8 EXTERIOR 112 5 113 113 a5 5 DE 2 -TRACK W/SCREEN eDE 3 -TRACK e 4 -TRACK • ' L�CENs ��ff �% FRAME SILL FRAME SILL FRAME SILL No - 58705 1 * ITEM 61 SHOWN, ITEM 60 ALSO APPLICABLE, SEE TABLES -0 '.�` 1-3, SHEETS 6-8 FOR DP (PSF) ASSOCIATED WITH STILE. 1 :' 0- 1070 TECHNOLOGY DRIVE Description: © ', S A T E F N. VENICE, FL 34275 VERTICAL SECTION DETAILS (941)480-1600 i% ;Jl •�ORIQP.• Revsd By: Date: Revisions. CERT. OFAUTH. #29296 rue: 0���� SERIES 770 ALUM. SGD - LM IMPACT JR 04/05/17 C NO CHANGES THIS SHEET. Series/MotleL Scale: Sheet Drawing No. Rev: A./LYNnJ INIILL�R, P.E. Drawn By: Date: Checked By: Date: JR 10/10/94 � SGD-770 NTS 18 0/ 22 PGTO130 C P.E.# 58705 ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS)INTERIOR 5 IG,61 113 118 28 28 7 30 63 26 27 63 g1l11a—]27 62 111 63 60 OR 61 600R61 CP 600R61 65 29 14A 29 120 65 65 05 15 EXTERIOR 111EXTERIOR 111 62 j 62 EXTERIOR 90° INTERIOR EXTERIOR INTERIOR EXTERIOR n eE P -HOOK FOR FLAT SILLS DE P -HOOK FOR BOX SILLS e ° 90 v (EXT. OR INT. MOUNT) EXT. MOUNT ONLY LOCK PART 75 & 107-110 LOCK PART 75 & 107-110 61 260 LOCK PART 75 & 107-110 5 OR 61 DE M INTERLOCK 113 14 60 60 113 61 61 118 113 5 11 * ITEM #61 (HEAVY-DUTY EXTERIOR EXTERIOR 7 STILE) SHOWN, ITEM #60 113 103 5,DEXTERIOR, 67 s8 (STANDARD STILE) ALSO ASTRAAL #67APPLICABLE, UTY L #68 DL2 90' OUTSIDE CORNER 2 2 -TRACK SHOWDE N N1 2 TRACK SHOWN SEE TABLES 1-3, SHEETS 6-8 FOR DP WITHDARD STAN ARD STILES #60 STASTRAGIES #61 WITH HEAVY-DUTY (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 rRODUCT RENEWED .-Jy a5 complying With the Fkd& 31 LOCK PART IE 75 & 107-110 Buiding Code _ r�Z��03 Acceptance No (9 4 INTERIOR Expiration Date —5 i�— -;I ( 5 5 Q INTERIOR By'��—�rWiewdc;—z—wl- 135°Mia UziDuk 7 11 135° 14 5 61 32 103 61 EXTERIOR 61 32 11 5 LOCK PART 103 61 EXTERIOR 7 ' CENSF' 31 V_'� 75 & 107-110 14 DE 135° INSIDE CORNER . �I.!� � (� 02 2 -TRACK SHOWN DE 135° OUTSIDE CORNER No.58705 ' = 01 2 -TRACK SHOWN 11 Xx G 1070 TECHNOLOGY DRIVE Description: S ATE O � '•. N. VENICE, FL 34275 (941)480-1600 HORIZONTAL SECTION DETAILS, CORNERS Title. `�S,'' "ZORIOP•.•'N % Revsd By. Date: Revisions: CERT. OF RUTH. #29296 SERIES 770 ALUM. SGD - LM IMPACT // O hll l l 00"' JR 04/05/17 C NO CHANGES THIS SHEET. seriesrModec scale: Sheet DrawngN°. Rev. A. LYNN MILLER, P.E. Drawn By: Date: Checked By: Date: JR 10/10/14 SGD-770 NTS �9 °t 22 PGT0130 C P.E.# 58705 Item DWGT# 9 PGT # Description 1 17306 617306 2 -TRACK HEAD 2 17303 617303 2 -TRACK HEAD WITH SCREEN RAIL 3 17309 617309 3 -TRACK HEAD 4 17312 617312 4 -TRACK HEAD 5 17314 617314 FRAME SCREW COVER 6 17317 617317 FRAME HEAD/JAMB ADD-ON 7 17304 617304 2 -TRACK SILL 8 17301 617301 2 -TRACK SILL WITH SCREEN RAIL 9 17307 617307 3 -TRACK SILL 10 17310 617310 4 -TRACK SILL 11 17313 617313 FRAME SILL TRACK INSERT 12 17315 617315 FRAME SILL SCREEN ADD-ON (SEE NOTE 3) 13 17316 617316 FRAME SILL SCREEN END ADD-ON (SEE NOTE 3) 14 17305 617305 2 -TRACK JAMB 15 17302 617302 2 -TRACK JAMB WITH SCREEN RAIL 16 17308 617308 3 -TRACK JAMB 17 17311 617311 4 -TRACK JAMB 18 17322 617322 SILL RISER -FLAT. FLUSH, 1-1/2" 19 17319 617319 SILL RISER -BOX FLUSH, 1-1/2" 20 17321 617321 SILL RISER - FLAT, LOW, 2-112" 21 17318 617318 SILL RISER - BOX, LOW, 2-1/2" 22 17355 617355 SILL RISER - FLAT. MEDIUM, 3-1/4" 23 17354 617354 SILL RISER -BOX MEDIUM. 3-114" 24 17323 617323 SILL RISER - FLAT, HIGH, 4" 25 17320 617320 SILL RISER - BOX, 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 17348 617348 POCKET P -HOOK FOR BOX RISER 31 17378 617378 135 CORNER 32 17376 617376 135 FIXED MOUNT 110 1732 ITEMS 40-53 ARE SCREEN PARTS. 40 4319 612258 SCREEN SIDE RAIL - LOCKSTILE 41 1235 7LOCKWGSK SCREEN LOCKSET 42 1712 41818 SCREEN KEEPER SPACER SET 43 8152 68152 SCREEN INTERLOCK ADAPTER 44 4428 64428 SCREEN DOUBLE INTERLOCK 45 4317 612256 SCREEN TOP RAIL 46 4318 612257 SCREEN BOTTOM RAIL 47 668 7SRAZ STANDARD ROLLER 48 668 7SRAX STANDARD ROLLER - ST. STL. 49 4344 64344 SCREEN ASTRAGAL 50 17349 617349 OXO SCREEN ASTRAGAL ADAPTER 51 1692 61692 SCREEN SPLINE -.165" 52 1694 61694 SCREEN SPLINE -.150" 53 61816C20 SCREEN CLOTH 54 1725 1/2" X 4" X 1/16" SET. BLOCK, NEOPRENE 85 +/-5 55 1 1726 1" X4•' X 1/16" SET. BLOCK, NEOPRENE 85 +/-5 JR 1 04/05117 1 C I NO CHANGES THIS SHEET. wn BY: I Date: Checked By: Date.: JR 10110114 Item DWGT# 9 PGT # Description 60 17325 617325 PANEL STILE 61 17326 617326 PANEL STILE (HEAVY DUTY) 62 17327 617327 INTERLOCK ADAPTOR 63 1225 6TP248 VINYL BULB WSTP. - THIN (INSIDE INTERLOCK) 64 1729 71729 SILL END WEATHERSTRIP PAD 65 17328 617328 INTERLOCK SCREW COVER 67 17329 617329 ASTRAGAL 68 17339 617339 HEAVY DUTY ASTRAGAL 69 17324 617324 TOP & BOTTOM RAIL 70 17350 417350 WEATHERSTRIP EXTENSION (INJECTION MOLDED) 71 1695 71695 1-1/2" X1" X314" HIGH FIN SEAL DUST PLUGS 72 8153 78153X TANDEM ST. STL. ROLLER ASSY. 73 8153 78153N TANDEM NYLON ROLLER ASSY. 74 SILICONE DOW -899, DOW -995 OR GE -7700 75 8185 78185X GEMINI MORTICE 3 -PLY DUAL LOCK W/LONG TRIM PLATE 76 71032X1FPFX #10-32 X 1" FL. SS SCREW W/ TYPE "F" TIP 77 7103239 10-32 STEEL ZINC U -NUT 79 17357 617357 1" IG BEAD 80 17359 617359 7/16" BEAD / FIXED PANEL CLIP 81 17360 617360 9/16" BEAD 82 1224 6TP247K VINYL BULB WEATHERSTRIP 83 61745 1745 LOWE INC, 112" X 1/16" SGL. SIDE ADH. TAPE, POLYETH. 100 8052 48052 ROLLER ADJ. HOLE PLUG 101 72087 JAMB BUMPER 102 1696 71696 DUST PLUG 103 8186 78186X 1" KEEPER 104 653 7SDKEEP SCREEN LOCK KEEPER 105 17344 617344 FIXED PANEL CLIP - 6" LONG 106 17352 617352 FIXED PANEL RETAINER - 9/16" 107 1739 71739 HANDLE KIT- INTERIOR RAISED WITH THUMB TURN 108 1740 71740 HANDLE KIT- RAISED EXTERIOR HANDLE 109 1731 78162SN HANDLE KIT- RECESSED INTERIOR WITH THUMB TURN 110 1732 78178 HANDLE KIT- RECESSED EXTERIOR PULL 111 710X34PPSDAX #10 X 3/4" PH. PN. TEK - S.S. 112 1235 67S16 WSTP, .270 X .170 -FIN SEAL 113 1712 64066 .187' X.230" FINSEAL 114 71OX115PPX #10 X 1-112" 115 710XPPT #10 X 1" 116 720XlX #14-20 X 1" S.S. 117 720X112X #14-20 X 1-1/2" S.S. 118 17336 617336 90 DEGREE CORNER RECEIVER 119 17337 617337 90 DEGREE OUTSIDE CORNER ASTRAGAL 120 17338 6117338 90 DEGREE INSIDE CORNER ASTRAGAL 123 1 17352 617352 FIXED PANEL RETAINER, 7/8" 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 3/16" MASONRY ANCHORS @ 24" MAX. O.C. wRODUCT RENEWED as complying with the Fk aW Buiding Code Acceptance No I / -/l u-0�3 Expiration IDate+_:3��%�"`�"� Miami fDAde ,TclaRt�t X1111;/ x�\{ LY/V/v No. 58705 '.� 1070 TECHNOLOGY DRIVE Description:i S ATE I N. VENICE, FL 34275 PARTS LIST '� F (941) 480-1600 rue: t O .... ''�'9N \ � CERT. OFAUTH. #29296 SERIES 770 ALUM. SGD - LM IMPACT �'���`����� �/ rte} ,i � Sedes/Modet Scale: sheet. Drawing Na Rev: A. LY<V MILLLR, P.E. ?nTe'SGD-770 NTS 20 01 22 PGTO130 C P.E.# 58705 5.069" 8.562" 0.080" 1.36" 1.36" 7 1.505" 7 1.872" ml I 1.211" 1 i 1 0.081" 0.062" 1.019" -Cl 0.081" O2-TRACK HEAD �0 4-TRACK SILL 0.081" SCREEN f 4o (6063-T6 AL) (6063-T6 AL) STILE 6.198" (6063-T6 AL) 6.198" 6.526" 0.080" 5.069" 1.045" 1.211"--J.505" L I1 � 1.993" 0.062" 0.081" O2 2-TRACK HEAD W/ SCREEN TRACK Os 3-TRACK SILL (6063-T6 AL) (6063-T6 AL) 14 2-TRACK JAMB i SCREEN 45 (6063-T6 AL) TOP RAIL (6063-T6 AL) 7.105"2-TRACK 6.221" JAMB W/ 15 SCREEN TRACK 0.080" 1 (6063-T6 AL) � 1.36" 1.505" 0.875" 1.211" A 7 1.36" � 1.993" 0.081 " O3 3-TRACK HEAD O 2-TRACK SILL W/ SCREEN TRACK 0.081" 0.062" iN- (6063-T6AL) (6063-T6 AL) SCREEN 46 BOTTOM RAIL (6063-T6 AL) 9.142" 0.0E�E 4.49" 0.080" rttODiJiT RENEWED LujBuWagCode 7,1.211 "L 1.505" TF1 7.105 as complying with the Fier �b yLTni Acecptaace No Pl--1 2(, •d3 " BxpiirWon Date 7- 0.081" O4-TRACK HEAD O7 2-TRACK SILL 9.141 BY. /$I- I. (6063-T6 AL) (6063-T6 AL) 1.514" 0.060" r 0.062 1 I 0.532 i 0.760" 1.260"- 0.060"1.9901, If 1.990" 1.516" ���i�it►// FRAME HEAD/JAMB SCREEN FRAME SILL SCREEN FRAME SILL SCREEN O ADD-ON 12 ADD-ON 13 END ADD-ON 76 3-TRACK JAMB:I xJ`( LYNrV ���1 AL) AL) S•. (6063-T6 AL) (6063-T6 AL) (6063-T6 (6063-T6 REQUIRES MIN. #10 SMS REQUIRES MIN. #10 SMS 17 4-TRACK JAMB * : No. 58705 OR 3/16" MASONRY OR 3/16" MASONRY (6063-T6 AL) - a SEE SHEET 17 FOR SILL RISERS. ANCHORS @ 24" MAX. O.C. ANCHORS @ 24" MAX. O.C. Descripti Qf '• ((� S. OF 1070 TECHNOLOGY DRIVE on: N. VENICE, FL 34275 EXTRUSIONS ` �i� '•,�L���O�,•' ���� (941) 480-1600 title: /� ,'9 j 'ir /or � Revsd By: Date: Revisions: CERT. OF RUTH. #29296 SERIES 770 ALUM?nF. SGD - LM IMPACT �%\, I I JR 04105117 C NO CHANGES THIS SHEET. Series/Model: Scale: sheet Drawing N°. Rev: (' A. LYNr MILLER. P.E. Drawn By: Date: Checked By: Date: JR 10/10114 SGD-770 NTS 21 °' 22 PGT0130 C P.E.# 58705 0.718" y 1 1 �- � 2.304" -�{ 1 jam-- 3.802 0.83" n�II:7:j + 3.802" l 1 0.752" 7 0.752" L- 1 1 I 0.885" 1.163 " Lj� 0.062" " _ 0.574 0.796" 0.062" � L f i 0.080" 0.062' f 0.264" 0.233' @5 FRAME 11 SILL 2 HOO 28 P -HOOK MOUNTING f 29 P -HOOK SCREW SCREW COVER @TRACK O( HOOK OADAPTOR OCOVER 0.080 3o P FOR BOX RISER (6063-T6 AL) 063-T (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) .l .155" t � 4t. _ 4 2.30" 1.488 1 1.739" 0.0801. -� 0.830" 0.062" 0.133" 0.062" 1.600 1.600 1.080" ji 1.303" l 1.888" 1.0 .016" 1 0.325" 1.974" f- 2.44" 3.125" �� 4� 3.125" 0.062 31 135° CORNER INTERLOCK 32 135° FIXED MOUNT so STANDARD STILE 61 HEAVY DUTY STILE 62 @ @ @ @ @ADAPTER INTERLOCK s5 SCREW COVER (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) 3.979" 3.979" 4.125" 0.075,. 1.050" 1.050" 1.050" f 0.075" f „ 0.062" 1.304" l 1 l 1.645" 1.645 1 1 ' •289�� " 611 485" qT - } .045" I f .045" f 045" 3.25„ 0.125"" 0.281 " s7 STANDARD ASTRAGALs8 HEAVY DUTY ASTRAGAL 69 TOP/BOTTOM RAIL 79 GLAZING (I G.) 8o BEAD, F XEING 81 BEAD LAZING wttODUCTRENE Ea (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) PANEL CLIP (6063-T6 AL) ascamplytagwith the !•'lar4k (6063-T6 AL) Balding Cale Acceptance No 1.003" 1.03" _ Expiration Da'�zr By 0.757" 0.050" 4" 5.621 " 0.080" >aei Prodret Com 105 FIXEDL CLIP PANE(6063-T6 AL) 9--0.709" 2.893"RL 0.133" 1.498" 0.133" 1.498" j L0.080" I 1 .550" - + 0.709" 0.863 r t 4 FIXED PANEL 5.621" - 123 ��111rrrIIl \ ��Ly /V / RETAINER, 7/8" 120 90° INSIDE CORNER ASTRAGAL 2'826 \\\� SAO ......... /j//r '•• 0.080" �I� (6063-T6 AL) ° 6063-T6 AL)'�� 119 90 OUTSIDE CORNER ASTRAGAL ( � ��..• ��GENSr % FIXED PANEL 106 118 90° CORNER RECEIVER (6063-T6 AL) AL) , �: No. 58705 RETAINER, 9/16" (6063-T6 AL) (6063-T6 1070 TECHNOLOGY DRIVE Description: N. VENICE, FL 34275 EXTRUSIONS i {� • ST TE )FF � � •. ` "40R10a. •' \� `� (941)480-1600Tie: Revsd By: Date: Revisions: CERT OF AUTH. #29296 SERIES 770 ALUM. SGD - LM IMPACT JR 04/05/17 C NO CHANGES THIS SHEET. des/Model scale: Sheet Drawin°Nc. Rev: Se 0• QtAL Drawn By: Date: Checked By: Date: JR 10/10/94 ® SGD-770 NTS 22 °i 22 PGT0130 C A. LYNN MILLER, P.E. P.E.# 58705