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NOA 19-1126.01
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy PGT Industries, Inc. 1070 Technology Drive, North Venice, Fl. 34275 SCOPE. This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "SGD-670" Aluminum Sliding Glass Doors w/ 90° & 1350 corners -NI APPROVAL DOCUMENT: Drawing No. PGT0128 Rev C. titled "Series 670 Alum SGD-Non-Impact", sheets 1 through 22 of 22, prepared by manufacturer, dated 02-0244 and last revised on 11/22/179, signed and sealed by 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: None: Approved Hurricane Protection devices, complying w/ FBC, as applicable are required. Limitations: 1. Max eight (8) panels configuration unit is allowed, having max nominal panel size not to exceed tested height & width per tables 1 thru 3. See sheets 6, 7 and 8 for Design Pressures (DP), glass types, Sill type for Positive DP limits, applicable Standard or Heavy Duty parts and anchorage requirements. See Typ. Installation in sheet 10 for straight configured units, sheet 11 for corner units and sheet 14 for pocketed units. Pockets & Egress requirements to be reviewed by Building official. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 17-0420.09 and consists of this page I 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. PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous approvals A. DRAWINGS 1. Manufacturer's die drawings and sections (submitted under files See below) 2. Drawing No. PGTO128 Rev B, titled "Series 670 Alum SGD-Non-Impact", sheets 1 thru 22 of 22, prepared by manufacturer, dated 02-02-14 and last revised on 06/08/16, signed and sealed by Lynn Miller, P.E. B. TESTS 1. REF 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/ TPS, Super, Cardinal & Duraseal Spacers), prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s) FTL-8717, FTL-8970 and FTL-8968, dated 02/15/16, 06/07/16 and 06/20/16, all signed & sealed by Idalmis Ortega, P.E. 2. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94. 4) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202-94 Along with marked -up drawings and installation diagram of Aluminum Sliding Glass Doors, prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s) FTL-5979, FTL-5980, FTL- 5994, FTL-6002, FTL-6034 & FTL-6035, dated 08/10/09, all signed & sealed by Julio Gonzales, P.E. (All above test reports submitted under files # 14-0123.11, #114018.17/09-0826.13) 2. Reference Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, 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 (b) and TAS 202-94 Along w/ marked -up drawings and installation diagram of Aluminum Sliding Glass Doors, prepared by Fenestration Testing Laboratory, Inc., Test Reports NoFTL4554, dated 11/01/13, signed & sealed by Marlin D. Brinson, P.E (This file has addendum letter dated 08/14/14 & marked -up drawings dated 08/19/14 & revised interior astragal marked -up Dwgs dated 11-11-13, all issued by Fenestration Testing 3. Additional REF supporting test # FTL 5254, FTL 5980, FTL 5987 and ATI72138.0140148. 4. Additional, Reference Fixed window test report FTL4897 (cardinal spacer) per TAS 201, 202 & 203-94, issued by Fenestration Testing lab (Test report submitted under file #15-0430.08). C. CALCULATIONS (submitted under file #14-0123.11) 1. Anchor verification and comparative analysis dated 03/18/14, 06/25/14 and last revised on 01/30115, sheets 1 thru 67, prepared by PGT, signed and sealed by Lynn Miller, P. E. 2. Glazing complies with ASTME4300-02, -04 & -09. D. QALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER) ` Ishaq I. Chanda, P.E. Product Control Unit Supervisor NOA No. 19-1126.01 Expiration Date: April 07, 2025 Approval Date: January 09, 2020 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1 None. F. STATEMENTS (submitted under file #14-0123.11) 1. Statement letter dated 10/08/15 of compliance to FBC 2014 (51h Edition) and "No financial interest", prepared by PGT, signed & sealed by Lynn Miller, P.E. 2. Letter of lab compliance, part of the above test reports. G. OTHER 1. This NOA revises # 15-1013.14, expiring Apri107, 2020. 2. Test proposal # 16-0125 dated 03/09/16 approved by RER. 3. AAMA's Technical Paper for SGD & Bi-fold doors referenced to FBC 2014 (5th edition). 4. Test proposal dated 6/4/13 & 08/12/13 approved by Jaime Gascon, P.E. 5. Test proposals No(s) 09-0177, 0177-A, B & C approved by BCCO. 2. Evidence submitted under previous submittal A. DRAWINGS 1. Drawing No. PGT0128 Rev C, titled "Series 670 Alum SGD-Non-Impact", sheets 1 through 22 of 22, prepared by manufacturer, dated 02-0244 and last revised on 04/18/17, signed and sealed by Lynn Miller, P.E. B. TESTS 1. None. C. CALCULATIONS 1. Anchor verification calculations and structural analysis dated 04/18/17 and last revised on 08/09/17, complying with FBC-217 (6th Edition), prepared by PGT, signed and sealed by Lynn Miller, P.E. 2. Glazing complies with ASTME-1300-02, -04 &-09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatoryand Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance to FBC 2014(Sth edition) &FBC 2017(6th Edition) and letter of no financial interest, prepared by PGT, dated 04/18/17, signed and sealed by Lynn Miller, P.E. G. OTHER 1. This NOA revises NOA # 16-0629.03, expiring April 07, 2020. 3. New Evidence submitted A. DRAWINGS 1. Drawing No. PGT0128 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. I4haq I. Chanda, P.E. Product Control Unit Supervisor NOA No. 19-1126.01 Expiration Date: April 07, 2025 Approval Date: January 09, 2020 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1 None. F. STATEMENTS (submitted under file #14-0123.11) 1. Statement letter dated 10/08/15 of compliance to FBC 2014 (5th Edition) and "No financial interest", prepared by PGT, signed & sealed by Lynn Miller, P.E. 2. Letter of lab compliance, part of the above test reports. G. OTHER 1. This NOA revises # 154013.14, expiring April 07, 2020. 2. Test proposal # 16-0125 dated 03/09/16 approved by RER. 3. AAMA's Technical Paper for SGD & Bi-fold doors referenced to FBC 2014 (51h edition). 4. Test proposal dated 6/4/13 & 08/12/13 approved by Jaime Gascon, P.E. 5. Test proposals No(s) 09-0177, 0177-A5 B & C approved by BCCO. 2. Evidence submitted under previous submittal 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 02-0244 and last revised on 04/18/17, signed and sealed by Lynn Miller, P.E. B. TESTS 1. None. C. CALCULATIONS 1. Anchor verification calculations and structural analysis dated 04/18/17 and last revised on 08/09/17, complying with FBC-217 (611 Edition), prepared by PGT, signed and sealed by Lynn Miller, P.E. 2. Glazing complies with ASTME4 300-02, -04 &-09. 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 to FBC 2014(Sth edition) &FBC 2017(6th Edition) and letter of no financial interest, prepared by PGT, dated 04/18/17, signed and sealed by Lynn Miller, P.E. G. OTHER 1. This NOA revises NOA # 16-0629.03, expiring Apri107, 2020. 3. New Evidence submitted A. DRAWINGS 1. Drawing No. PGT0128 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. Ishaq I. Chanda, P.E. Product Control Unit Supervisor NOA No. 194126.01 Expiration Date: April 07, 2025 Approval Date: January 09, 2020 E-3 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS 1. None. C. CALCULATIONS (submitted under file #17-0420.09) 1. None 2. Glazing complies with ASTME-1300-02, -04 &-09. 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 to FBC 2017 (61h Edition) and letter of no financial interest, prepared by PGT, dated 11/22/19, signed and sealed by Lynn Miller, P.E. G. OTHER 1. This NOA renews NOA # 17-0420.09, expiring Apri107, 2025. ` Ishaq I. Chanda, P.E. Product Control Unit Supervisor NOA No. 19-1126.01 Expiration Date: April 07, 2025 Approval Date: January 09, 2020 TARI F A• SERIES 670, NON -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 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-5254, FTL-5979, FTL-5980, FTL-5987, FTL-5994, FTL-6002, FTL-6034, FTL-6035, FTL-7554 AND ATI 72138.01-1401-18 TABLE B. SEE DETAILS ON SHEETS 4 & 5: Glass Type Description (Listed from Exterior to Interior) G1 3/16" TEMPERED GLASS G1A 1/4" TEMPERED GLASS G2 1" I.G.: 3/16" TEMPERED GLASS + 5/8" AIRSPACE + 3/16" TEMPERED GLASS G2A 1" I.G.: 1/4" TEMPERED GLASS + 1/2" AIRSPACE + WORRIES 1/4" TEMPERED GLASS DESIGN PRESSURE RATING IMPACT RATING SEE TABLES 1, 2 & 3 ON NOT RATED FOR MISSILE SHEETS 6, 7 & 8 IMPACT RESISTANCE CODES /STANDARDS USED: 02017 FLORIDA BUILDING CODE (FBC), 6TH EDITION 02014 FLORIDA BUILDING CODE (FBC), 5TH EDITION oASTM E1300-09 °ANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION °ALUMINUM DESIGN MANUAL, ADM-2015 oAISI S100-12 oAISC 360-10 JR I 04/05/17 C I UPDATED TO FBC 2017: REV, TABLES ron By.' Da[e: Checked By: Date: JR 02/20/94 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.......11118519 PARTS LIST ....................... 20 EXTRUSIONS .................... 21,22 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941) 480-1600 CERT, OF AUTH. #29296 An Group Anchor Type Frame Member Substrate Min. Edge Distance Min. O.C. Distance Min. Embedment or Metal Thickness A #12 18-8 SMS, (Fy=60 ksi, F = 95 ksi) #12 410 SS SMS, (Fy= 90 ksi, F,= 110 ksi) All Southern Pine (SG = 0.55) 9/16" 7/8" 1-3/8 to 6063-T5 Aluminum 3/8" 9/16" 0.090" 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 It Jamb / P-hook Filled Block (ASTM C90) 2" 3" 2" Jamb / P-hook Hollow Block (ASTM C90) 2" 3" 1-1/4" All Southern Pine (SG = 0.55) 1" 1" 1-3/8" B #12 Steel SMS (Gr. 5) (min. of 3 threads beyond metal substrate) All Southern Pine (SG = 0.55) 9/16" 7/8" 1-3/8" 6063-T5 Aluminum 318" 9/16" 0.090" A36 Steel 3/8" 9/16" 0.050" Gr. 33 Steel Stud 318" 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" 1Elco UltraCon® /4" raC /4"Fy=El ksi, 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 / P-hook Concrete (min. 3.35 ksi) 1" 6" 1-3/4" Jamb / PR -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. I. 3) FOR STEEL STUDS, MIN. FU = 45 KSI, MIN FY = 33 KS 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 WOMIN OD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2" THICK. rt cawtpC� fat Ith the ® as eocrtr3; irg sw-�sh iris Fietldfr PROPERLY SECURED, 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS %;tWrArcwle li- tt26oO1 INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS AceLptartce Na DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER, 1X AND 2X BUCKS Expirianon Date (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER 8y e LOADS TO THE STRUCTURE, BUCK DESIGN AND INSTALLATION IS MiamiD3W "tictcolaw 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, � N , 7, MAX. 1/4" THICK & 3400 PSI MIN., (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO �� . ' L,CENs THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE, IF No. 58705 ON ONO, SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED so BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. �1 11� 144/ \ Description NotoO� j4<ORID \�so No�� ,GENERAL NOTES AND MAP .,FSS . , .... �G SERIES 670 ALUM. SGD - NON -IMPACT �'�� ��NAL t\ \\\`� Series/model Scaie: Sheet: Drawing No. Rev: A. LYNN MILLER, P.E. O SGD-670 NTS 1 of 22 PGTO128 C P.E.# 58705 EXAMPLE CONFIGURATIONS MAX. UINIT WIDTH NUM. PANEL WIDTH PER TABLES 1-3 MAX. UNIT HEIGHT PER TABLES 1-3 1-PANEL I I Jw Jc 14 14 Iwow Kw Kc IZ�� 14 14 IWww �x °Qw a POCKET I -1\T CONFIGURATIONS NOM. PANEL WIDTH PER TABLES 1-3 MAX. UNIT E HEIGHT PER TABLES 1-3 MAX. UNIT WIDTH 3-PANEL CONFIGURATIONS NOM. PANEL WIDTH PER TABLES 1-3 MAX. UNIT HEIGHT PER TABLES 1-3 JR 04/05/17 Drawn By.' Date: JR 02/20/14 NOM. PANEL WIDTH PER TABLES 1-3 MAX. UNIT WIDTH MAX. UNIT HEIGHT PER TABLES 1-3 MAX. UNIT WIDTH lu 2-PANEL CONFIGURATIONS NOM. PANEL WIDTH PER TABLES 1-3 I j I W o W loop 2 IW�w x °Qw I w 5-PANEL CONFIGURATIONS C NO CHANGES THIS SHEET. rked By: Date: MAX. UNIT HEIGHT PER TABLES 1-3 Jw Jc I 14 14 I -' Q Kw Kc ISO 14 14 loop �QCc IW�w x ID�w laa'- POCKET CO 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941) 480-1600 CERT. OF AUTH. #29296 I I I Q g c4 w wc� 14 iwww �_ jaQw a POCKET cWi� MAX. UNIT WIDTH 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) 135° CORNER CONFIGURATIONS CAN BE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. 3) FOR NOM. PANEL WIDTH, SEE TABLES 1-3. "X" =OPERABLE PANEL, =INOPERABLE PANEL, "p" =POCKET DETAIL LETTER w" = WOOD OR METAL INSTALLATION "c" = CONCRETE INSTALLATION SHEET NUMBER i Bc Cw Cc 13 12 13 4-PANEL CONFIGURATIONS MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES 1-3 MAX. UNIT HEIGHT PER TABLES 1-3 DLO WIDTH = NOM. PANEL WIDTH - 7" DLO HEIGHT = DOOR UNIT HEIGHT - 106125" PANEL HEIGHT = DOOR UNIT HEIGHT - 1,866" I Jw Jc I 14 14 � w Kc IWow 14 14 l o CL I�Q� IwLuW x IaQW a POCKET CO CORNER, TYP. L- (OUTSIDE CORNER SHOWN, INSIDE CORNER SIMILAR) SEE 2, THIS SHEET. Description: EXAMPLE CONFIGURATIONS Title: SERIES 670 ALUM. SGD - NON -IMPACT Series/Model 2-PANEL CONFIGURATIONS NOM. PANEL WIDTH PER TABLES 1-3 I j I W o W loop 2 IW�w x °Qw I w 5-PANEL CONFIGURATIONS C NO CHANGES THIS SHEET. rked By: Date: MAX. UNIT HEIGHT PER TABLES 1-3 Jw Jc I 14 14 I -' Q Kw Kc ISO 14 14 loop �QCc IW�w x ID�w laa'- POCKET CO 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941) 480-1600 CERT. OF AUTH. #29296 I I I Q g c4 w wc� 14 iwww �_ jaQw a POCKET cWi� MAX. UNIT WIDTH 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) 135° CORNER CONFIGURATIONS CAN BE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. 3) FOR NOM. PANEL WIDTH, SEE TABLES 1-3. "X" =OPERABLE PANEL, =INOPERABLE PANEL, "p" =POCKET DETAIL LETTER w" = WOOD OR METAL INSTALLATION "c" = CONCRETE INSTALLATION SHEET NUMBER i Bc Cw Cc 13 12 13 4-PANEL CONFIGURATIONS MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES 1-3 MAX. UNIT HEIGHT PER TABLES 1-3 DLO WIDTH = NOM. PANEL WIDTH - 7" DLO HEIGHT = DOOR UNIT HEIGHT - 106125" PANEL HEIGHT = DOOR UNIT HEIGHT - 1,866" I Jw Jc I 14 14 � w Kc IWow 14 14 l o CL I�Q� IwLuW x IaQW a POCKET CO CORNER, TYP. L- (OUTSIDE CORNER SHOWN, INSIDE CORNER SIMILAR) SEE 2, THIS SHEET. Description: EXAMPLE CONFIGURATIONS Title: SERIES 670 ALUM. SGD - NON -IMPACT Series/Model Scale: Sheet Drawing No. SGD-670 NTS 2 of 22 PGT0128 ks r.Goupdving with the lPbll;� �teidiesgi�de h�eceptante Ids l/ Ercpira3ion Dates-zr �iiawi D:t+ie k' 000t1A' ��I41111))J1 oGEN&,,' Q'. _ No. 58705 ®� SATFh SS�ONAL Rev' IIII1,\\ A. LYNN MILLER, P.E. C P.E.# 58705 EXAMPLE CONFIGURATIONS CONFIGURATIONS NOTES: MAX. TESTED UNIT WIDTH = 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS 355-7/16" @ 96" HEIGHT — POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB 300-1/4" @ 120" HEIGHT LOCATIONS USING DETAIL "Jw", "Jc", "Kw" OR "Kc" INSTALLATION. NOM. PANEL WIDTH Aw Ac w Bc Cw Cc EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE PER TABLES 1-3 pXXXXp, pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION CAN BE OXXXp. Gw Gc Jw Jc 1 12 13 19 19 19 19 19 14 14 I I > 2) 900 & 135° CORNER CONFIGURATIONS CAN BE A COMBINATION w He 12 13 19 19 19 19 19 w, Kc 14 14 i a o OF ANY 2 STRAIGHT CONFIGURATIONS. MAX. UNIT Iw Ic M M M M M z / Ira n HEIGHT, 12 13 19 19 19 19 19 I w W = 3) FOR NOM. PANEL WIDTH, SEE TABLES 1-3, 96" OR 120" / / / / / / U ¢ ~ ° a w "X" =OPERABLE PANEL, POCKET GO "O" = INOPERABLE PANEL, j "p" =POCKET &PANEL CONFIGURATIONS w Dc w Ec w Fc 13 12 13 12 13 fg�12 DETAIL LETTER of w" = WOOD OR METAL INSTALLATION MAX. UNIT WIDTH — "c" = CONCRETE INSTALLATION NOM, PANEL WIDTH Aw Ac w Bc Ow Cc SHEET NUMBER PER TABLES 1-3 12 13 12 13 12 13 Gw Gc Jw Jc i DLO WIDTH = NOM. PANEL WIDTH on 7" 12 13 19 19 19 19 19 14 14 i DLO HEIGHT = DOOR UNIT HEIGHT - 10.125" C 19 9 19 19 19 19 K4 �4 a a o t PANEL HEIGHT =DOOR UNIT HEIGHT - 1.866" MAX. UNIT 12 13 Iw Ic M M M M IM / I Z) co N HEIGHT 12 13 19 19 19 19 19 I Q PER TABLES 1-3 / �oLUa POCKET 7-PANEL CONFIGURATIONS w Dc w Ec w Fc 12 13 12 13 12 13 t'RODUCi RE149WED as complying with the F1109 w — Braiding Code vi t 2 •61 MAX. UNIT WIDTH ALeceptanccNO uL gxpim:iou D3ft,,,goJ f=1 02-407r Bc Cw Cc l \44a NOM. PANEL WIDTH Aw Ac w �, . PER TABLES 1-3 12 13 12 13 12 13 Gw Gc L1 L1 L1 Jw Jc I I 12 13 19 19 19 14 14 I Q c t t L2 L2 tt L2 Kw Kc I CC o 19 19 19 14 14 Ip cc oMAX. UNIT "1213 M IM M / I jaHEIGHT 19 19 19 / j w w PER TABLES 1-3 w CL LY NA, a 0 0 .lee POCKET \\\�00 C /� i �1 /' —s\�---� F l� Q�' 8-PANEL CONFIGURATIONS w Dc w Ec w 10 Fc No.58705 = �'• 12 13 12 13 12 13 - �= 111,F44 �O 441 1070TECHNOLOGYDRIVE N. VENICE, FL 34275 Description. ,� •,ATE OF EXAMPLE CONFIGURATIONS P,. ' ��\o (941) 480-1600 Tille: go 4 * 61 // S \ \ �'� Revsd By.. Date: Revisions: CERT. OF AUTH.#29296 SERIES 670 ALUM. SGD - NON -IMPACT �dIVAL EN �� I I ! 1 I I t. I � JR 04105117 C NO CHANGES THIS SHEET. Series/Modes Scale: sheet: DrswollNo. Rev: A. LYNN MILLER, P.E. Drawn By: Date: Checked By: Date: SGD-670 NTS 3 22 PGT0128 C P.E.# 58705 JR 02120/14 GLAZING DETAILS (G1 & G1A) 3/16" T GLASS 74 EXTERIOR 82 a � 3/4" NOM, GLASS BITE 78 EXTERIOR 54 3/16" TEMPERED GLASS, TYPE G1 1/4" T GLASS PRODUCT RENEWED FWii 6 compb'�with *4' EXTERIOR 82 as ��a�ce e t �` a � r3/4"NOM, I 54 1/4" TEMPERED GLASS, TYPE G1A Ly"VA/ \\�.��`f LICENSE No.58705 Description: 1ILZcry © '• ST TE OF GLAZING NOTES: 1070 TECHNOLOGY DRIVE N. VENICE, FL34275 GLAZING DETAILS T � •' � ` i FLORIDP•• "T" = TEMPERED (941) 480-1600 rue: S RevsdBy: Date: Revisions: CERT. OFALITH. #29296 SERIES 670 ALUM. SGD - NON -IMPACT - ®NAL JR 04105117 C NO CHANGES THIS SHEET. Sedes/Modes Scale. Sheet: Drawing No. r 1 Rev: A. LYNN MILLER, P.E. Drawn By: Date: Checked By. Date: JR ate: 14 O SGD-670 NTS 4 at 22 PGTO128 C P.E.# 58705 GLAZING DETAILS (G2 & G2A) 3/16" T GLASS — 5/8" AIR SPACE 3/16" T GLASS EXTERIOR a83 1241 1271` 79 74 3/4" NOM. GLASS BITE 1" I.G. GLASS, TYPE G2 1 /4" T GLASS — 1/2" AIR SPACE- 1/4" T GLASS EXTERIOR a83 GLAZING NOTES: "T" =TEMPERED JR 04/05/17 C Drawn By: Date: Checke JR 02/20/14 1" NOM. 55 SILICONE STRUCTURAL POLYISOBUTYLENE WITH DESICCANT EXT. GLASS KODISPACE 124 4SG TPS BUTYL & DESICCANT FOAM EXT. GLASS 1/4" NOM. INT. GLASS ALUMINUM REINFORCEMENT 5/16" NOM: INT. GLASS D U RAS EAL® 74 126 SPACER GLASS BITE 1" I.G. GLASS. TYPE G2A NO CHANGES THIS SHEET. Date: 55 1070 TECHNOLOGY DR1VE N. VEN/CE, FL 34275 (941) 480-1600 T. OF AUTH. #29296 STRUCTURAL SILICONE FOAM WITH DESICCANT EXT. GLASS HOT -MELT BUTYL INT. GLASS �zs SUPER C SPACER®NXTTM NOM. POLYISO- DESICCANT FILL AREA BUTYLENE SEAL SILICONE SEAL ROLL -FORMED STAINLESS STEEL INT. GLASS EXT. GLASS XL TM 127 SPACER 5/16" NOM. Part # Description Material 124 Kommerling 4SG TPS Spacer System 125 Quanex Super Spacer nXT with Hot Melt Butyl See this Sheet for Materials 12 3 Quanex Duraseal 127 Cardinal XL Edge Spacer REFERENCE TEST REPORTS: FTL-8717, 8968 & 8970 Description: GLAZING DETAILS Title: SERIES 670 ALUM. Series/Model Scale: Sheet: SGD-670 NTS 5 SGD -NON-IMPACT Drawing No. of 22 PGT0128 as complying wide tbt Suiding lode r1 � O' Acceptance . No � f Expiration ►ate t �.�.2 gy IC l.. e�iarai Q+�:e ' Illlfllrr LICENSE No. 58705 !��- 0 SATE OF /rrlf I III ReV A. LYNN MILER, P.E. C P.E.# 58705 TABLE 1A: TABLE 1: 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 Table applies to all Glass types and the Stile/Astragal Types shown below. Positi\e (+) DP may be limited by Table 1A. Door Unit Height 80" 84" 90" 96" 69-7/8" DLO 73-7/8" DLO 79-7/8" DLO 85-7/8" DLO Anchor Group Anchor Group Anchor Group Anchor Group A B C D A B C D A B C D A B C D Design Pressure +90.0 / -127.1 +90.0 ; 420 +90.0 ! 410. 8 +90.0 ! 402.9 24 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 DLO Jamb 10 8 8 8 10 8 8 8 10 8 8 8 10 8 8 8 P-hook 6+7 6+7 6+7 6+7 7+8 7+g 7+g 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 Design Pressure +90.0 / -106.3 +90.0 /-100.2 +90.01 -92.2 +85.3 i -85.3 30" 23" Head/Sill C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 DLO Jamb 10 8 8 8 10 8 8 8 10 8 8 8 10 8 8 8 P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+g 7+8 7+8 7+8 7+g Design Pressure +90.0 , -92.9 +87.3 :' -87.3 +80.0 : -80 +73.8 / -73.8 36" 23 DLO 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 Jamb 10 8 8 8 10 8 8 8 10 8 8 8 10 8 8 8 _ P-hook 6+7 6+7 6+7 g+7 7+g 7+8 7+8 7+8 7+g 7+8 7+8 7+8 7+g 7+8 7+8 7+8 Design Pressure +83.7 / -83.7 +78.4 ,/ -78.4 +71.6 / -71.6 +65.8 / -65.8 42 35" Head/Sill C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 0 DLO Jamb 10 8 8 8 10 8 8 8 10 8 8 8 10 8 8 8 c P-hook 6+7 6+7 6+7 g+7 7+g 7+g 7+g 7+g 7+g 7+8 7+g 7+g 7+g 7+8 7+g 7+g P c Design Pressure +77.1 ! -77.1 +72.0 ! -72 +65.5 / -65.5 +60.0 / -60 z 48 41" 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 DLO Jamb 10 8 8 8 10 8 8 8 10 8 8 8 10 8 8 8 P-hook 6+7 g+7 6+7 6+7 7+g 7+g 7+g 7+g 7+8 7+8 7+g 7+g 7+g 7+g 7+g 7+g Design Pressure +72.5 / -72.5 +67.4 i -67.4 +61.0 ; 61 +54.7 / -54.7 54" 47" Head/Sill C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 DLO Jamb 10 8 8 8 10 8 8 10 8 8 8 10 8 8 8 P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8111 q7+8 7+8 7+g 7+g 7+8 7+8 7+8 7+8 7+8Design Pressure +69.1 / -69.1 +64.0 / -64 +57.6 / -57.6 +50.6 / -50.6 60" 53 Head/Sill C4+3 C4+3 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 DLO Jamb 10 8 8 8 10 8 8 10 8 8 8 10 8 8 8 P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 FOR EXAMPLE ON USING TABLE, SEE SHEET 7. DLO WIDTH = NOM. PANEL WIDTH - 7" DLO HEIGHT =DOOR UNIT HEIGHT - 10.125" PANEL HEIGHT =DOOR UNIT HEIGHT - 1.866" 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" + 90.0 SEE NOTES 1-3 OH RATIO = OH LENGTH OH HE OH LENGTH OH RATIO >_ 1 SEE NOTE 3 NOTES: 1) POSITIVE PRESSURES IN TABLE 1 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 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. THE FOLLOWING STILE &ASTRAGAL TYPES SHALL BE USED FOR TABLE 1. SEE SHEETS 21 & 22 FOR PART DIMENSIONS AND SHEETS 18 & 19 FOR ASSEMBLY DETAILS Straight Astragal Lockstile @ 90° Astragal Lockstile @ 135° Astragal Lockstile @ Interlock P-hook Lockstile @Jamb Assembly Straight Astragal Assembly 900 Astragal Assembly 1350Astragal Standard Stiles Standard Stile Standard Stile Standard Stile Standard Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Standard Astragal Outside Corner Outside Inside Corner Corner jt� LMM 7 Inside ; Corner Outside Inside Corner Corner Part #60 (Stile) Part #61 (Stile) part #119 (Out.) Part #61 (Stile) Part #60 (x2) Part #60 Part #60 part #67 (Astragal) Part #60 Part #118 (Corner part #119 (In.) Parts #31 & #32 Part #61 Receiver) (Corn. & Fxd Mount) JR I 04/05/17 JR � 02/20/14 C REVISED TABLE 1. 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)480-1600 CERT. OF AUTH. #29296 Description: DP AND ANCHORAGE SERIES 670 ALUM. SGD -HON-IMPACT Series/Model: Scale: Sheet: Drawing No. SGD-670 NTS 1 6 of 22 PGTO128 ,�lllllll!// L\CENS�?��� _ o. 58705 1� ATE O Rev: �1/lil � j\\� A. LYNN MILL\R1, P.E. C P.E.# 58705 rre\"al ■Mel TABLE 2A: 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 Door Unit Height Table applies to all Glass types and Stile!Astragal types 80" 84" 90" 96" 102" 108" 114" 120" the shown below. Positive (+) DP may be limited by Table 2A. 69-718" 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 Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D Design Pressure +90.0 i -140.0 +90.0 / -133.0 +90.0 / -122.0 +90.0 / -114.0 +90.0 / -106.0 +90.0 / -99.0 +90.0 / -93.0 +88.0 / -88.0 17" Head,'Sill 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+i C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 24" DLO Jamb 10 8 8 S 10 8 8 8 10 8 8 8 10 8 8 8 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 P-hook 7+8 7+8 7+8 7+g 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 Design Pressure +90.0 ! -141.8 +90.0 / 433. 6 +90.0 ! -122.9 +90.0 / -113.8 +90.0 / 405.9 +90.0 / -99.1 +90.0 / -93.1 +87. 8 / -87.8 23" Head;Sill CS+2 C5+2 C5+1 C5+1 C +1 CS+i CS+1 C5+1 C5+1 C5+1 C5+1 C5+1 C5+1 C5+1 C5+1 C5+1 C5+1 C5+1 C5+1 C5+1 C5+1 C5+1 C5+1 C5+1 C5+1 C5+1 C5+1 C5+1 C5+1 C5+1 C5+1 C5+1 30" DLO Jamb 12 10 8 8 12 10 8 8 12 10 8 8 12 10 8 S 12 10 10 10 12 10 10 10 12 10 10 10 12 10 10 10 P-hook 8+9 8+9 8+9 8+9 8+g 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 Design Pressure +90. 0 i -123. 9 +90.0 i -116.4 +90.0 i -106.7 +90.0 / -98. 5 +90.0 / -91.4 +85. 3 ; -85.3 +80. 0 / -80.0 +75. 3 / -75.3 29" Head/Sill C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+1 C5+1 C5+1 C5+1 C5+1 C5+1 05+1 C5+1 CS+1 C5+1 C5+1 C5+1 C5+1 C5+1 C5+1M C5+1 C5+1 36" DLO Jamb 12 10 8 8 12 10 8 8 12 i0 8 8 12 10 8 8 1; 10 10 10 12 10 10 10 12 10 10 10 1210 10 P-hook 8+9 8+9 8+9 8+9 8+g 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+g 8+9 8+9 9+10 9+10 9+10 9+10 9+109+10 9+10 Design Pressure +90.0 / -411. 6 +90.0 / -104. 5 +90. 0 ; -95.4 +67. 8 / -87. 8 +84.3 / -81.3 +75. 7 i -75.7 +70. 8 / -70.8 +66. 5 / -66. 5 35" Head/Sill 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 35+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+1 C5+1 C5+1 C5+1 C5+ 1 C5+1 42 DLO Jamb 12 10 8 8 12 10 8 8 12 10 8 8 12 10 8 8 12 10 10 10 12 10 10 10 12 10 10 10 12 10 10 10 P-hook 8+9 8+9 8+9 8+9 8+o S+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 E 0 Design Pressure +90.0 i -102.9 +90 0 / -96.0 +87.3 :' -87.3 +80.0 / -80.0 +73.8 / -73.8 +68.6 ; -68.6 +64.0 / -64.0 +60.0 / -60.0 Z 41" Head,'Sill C5+2 C5+2 C5+2 C5+2 C +2 CS+2 CS+2 C5+2 C5+2 CS'2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 CS+2 CS+2 C5+2 CS+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 CS+2 C5+2 C5+2 C5+2 48" DLO Jamb 12 10 8 8 12 10 8 8 12 10 8 8 12 10 8 8 12 10 10 10 12 10 10 10 12 10 10 10 12 10 10 10 P-hook 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 S+9 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 54" 47" DLO Design Pressure +83.0! 83.0 +77.21-77.2 +69.8; -69.8 +63.8i -63.8 Not available in these sizes Head sill C4+3 C4+3 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 Jamb 10 8 8 8 10 8 8 8 10 8 8 8 10 8 8 8 P-hook 7+8 7+g 7+8 7+8 7+8 7+8 7-8 7+S 7+g 7+g 7+8 7+8 7+8 7+8 7+8 7+8 60" 53" DLO Design Pressure +79,2; -79.2 +73.3; -73.3 +66.0/ -66.0 +60.0; -60.0 Head;Sill C4+3 C4+3 C4+3 C4+3 C4+3 C4+3 C4+3 C4+3 34+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 Jamb 10 8 8 8 10 8 8 8 10 8 8 8 10 8 8 8 P-hook 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 EXAMPLE ON SHEET 9 THE FOLLOWING STILE &ASTRAGAL TYPES SHALL BE USED FOR TABLE 2. SEE SHEETS 21 & 22 FOR PART DIMENSIONS AND SHEETS 18 & 19 FOR ASSEMBLY DETAILS. Straight Astragal Lockstile @ 90°Astragal Lockstile @ 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 Corner Inside COutside Corner C Corner nr C Inside Corner Outside Inside Corner Corner Part (Stile) Part #61 (Stile) Part #120 (Out.) Part #61 (Stile) Part #61 (x2) Part #61 Part #61 67 ( Part #67 (Astragal) Part #61 Part #118 (Corner Part #120 (In.) parts #31 & #32 Part #61 Receiver) (Corn. & Fxd Mount) NOTES: 1) POSITIVE PRESSURES IN TABLE 2 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 PRES. UNCHANGED). SEE TABLE 2A, 3) 4"IPMMM , 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 T. 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. OH RATIO -_ OH LENGTH 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. OH HEIGHT JR I 04/05/17 Drawn By' Date: JR 02/20/94 C I REVISED TABLE 2. Checked By: Date: 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941) 480-1600 T. OF AUTH. #29296 Description: DP AND ANCHORAGE C • OH LENGTH �- OH RATIO >_ 1 SEE NOTE 3 Title: SERIES 670 ALUM. SGD -NON-IMPACT Series/Model: Scale: Sheet: Drawing No. Rev: SGD-670 NTS 7 or 22 PGTO128 C 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 " + 90.0 SEE NOTES 1-3 DLO WIDTH = NOM. PANEL WIDTH - 7" DLO HEIGHT = DOOR UNIT HEIGHT - 10,125" PANEL HEIGHT = DOOR UNIT HEIGHT - 1,866" t `tllllil/ `� ��� . • �tGENSF op '/ Q , < No.58705 � '•,S PATEOF) .• (� %'40RIDP.. ONAL I1j IIjILLER1. A. LYNt� M, P.E. P.E.# 58705 TABLE 3: TABLE 3A: Design Pressure (DP) and Anchor Quantities Required, (for all approved configurations on Sheets 2 & 3) For corner astragal anchorage on 90` or 1350 corner units, see sheet 11 Table applies to all Glass types and the Stile/Astragal types shown below. Positive (+) DP may be limited by Table 3A. Door Unit Height 80" 84" 90" 96" 69-7/8" DLO 73-7/8" DLO 79 7/8" DLO 85 7/8" DLO Anchor Type Anchor Type Anchor Type Anchor Type A B C D A B C D A B C D A B C D Design Pressure +90.0 / -140.0 +90. 0 / 433.0 +90.0 -122.0 +90.0 / -114. 0 24" 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 DLO Jamb 10 8 8 8 10 8 8 8 10 8 8 8 10 8 8 8 P-hook 7+8 7+8 7+g 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 Design Pressure +90.0 / -159.5 +90.0 / -150.3 +90.0 / -138.2 +90.0 / -128 30" 23" Head/Sill C6+2 C6+2 C5+2 C5+2 C6+2 C6+2 C5+2 C5+2 C6+2 C6+2 C5+1 C5+1 C6+1 C6+1 C5+1 C5+1 DLO Jamb 14 12 8 8 14 12 8 8 14 12 8 8 14 12 8 8 P-hook 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 Design Pressure +90. 0 / -139. 4 +90. 0 / -130. 9 +90, 0 / -120 +90.0 / -110. 8 36" 29" Head/Sill C6+2 C6+2 C5+2 C5+2 C6+2 C6+2 C5+2 C5+2 C6+2 C6+2 C5+2 C5+2 C6+2 C6+2 C5+2 C5+2 s DLO Jamb 14 12 8 8 14 12 8 8 14 12 8 8 14 12 8 8 P-hook 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 Design Pressure +90.0 / -125.5 +90.0 / -117.6 +90. 0 / 407.3 +90.0 / -98. 7 m 42 35" Head/Sill C6+2 C6+2 C5+2 C5+2 C6+2 C6+2 C5+2 C5+2 C6+2 C6+2 C5+2 C5+2 C6+2 C6+2 C5+2 C5+2 0 DLO Jamb 14 12 8 8 14 12 8 8 14 12 8 8 14 12 8 8 c P-hook 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 o Design Pressure +90.0 / -115.7 +90.0 / -108 +90.0 / -98.2 +90.0 / -90 z 48 41" Head/Sill C6+3 C6+3 C5+3 C5+3 C6+3 C6+3 C5+2 C5+2 C6+2 C6+2 C5+2 C5+2 C6+2 C6+2 C5+2 C5+2 DLO Jamb 14 12 8 8 14 12 8 8 14 12 8 8 14 12 8 8 P-hook 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 Design Pressure +83 / -83 +7 7.2 / -77.2 +69.8 / -69.8 +62.6 / -62.6 54" 47" Head/Sill C4+3 C4+3 C4+2 C4+2 C4+2 C4+2L7+ C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 DLO Jamb 10 8 8 8 10 8 8 10 8 8 8 10 8 8 8 P-hook 7+8 7+g 7+g 7+g 7+8 7+g 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 Pressure +79.2 / -79.2 ROORROORDesign +73.3 / -73.3 +66 / -66 +58 / -58 60" 53" Head/Sill C4+3 C4+3 C4+3 C4+3 C4+3 C4+3 C4+3 C4+3 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 DLO Jamb 10 8 8 8 10 8 8 8 10 8 8 8 10 8 8 8 P-hook 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+g 7+8 7+8 7+8 7+g FOR EXAMPLE ON USING TABLE, SEE SHEET 7, DLO WIDTH = NOM. PANEL WIDTH - 7" DLO HEIGHT =DOOR UNIT HEIGHT PANEL HEIGHT =DOOR UNIT HEIGHT - 1.866" 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" + 90.0 SEE NOTES 1-3 NOTES: OH LENGTH I� C7 � _ OH RATIO >_ 1 = p O OH RATIO = OH LENGTH OH HEIGHT 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. PRODUCT RENEWED Is THE FOLLOWING STILE &ASTRAGAL TYPES SHALL BE USED FOR TABLE 3. SEE SHEETS 21 & 22 FOR PART DIMENSIONS AND SHEETS 18 & 19 FOR ASSEMBLY DETAILS comply 1;uiding Code RON 1 I IITOM Interlock P-hook Lockstile @Jamb Straight Astragal Lockstile @ 90° Astragal Lockstile @ 135°Astragal Lockstile @ Assembly Straight Astragal Assembly 90° Astragal Assembly 135° Astragal Heavy-duty Stiles Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Astragal Outside Corner Inside Outside Corner Corner III- Inside �ttllllll� Inside Corner Corner Out\���` �N� LYNN��7�i�i Corner ?. ' OCEN& Part #61 (Stile) part #120 (In.) Part #61 (Stile) part #119 (Out.) Part #61 (Stile) Qom. Part #61 (x2) Part #61 Part #61 part #68 (Astragal) Part #61 Part #118 (Corner Parts #31 & #32 Part #61 No. 58705 OR O"M Receiver) (Corn. & Fxd Mount) - 3 l� �; Description: 1070 TECHNOLOGY DRIVE a� FCORIDP. •'' 0���000 N. VENICE, FL 34275 DP AND ANCHORAGE (941) 480-1600 Tills, O SS \0 " tvsd By. Date: Revisions: CERT. OFAUTH. #29296 SERIES 670 ALUM. SGD - NON -IMPACT 7'7/'ONAL JR 04/05/17 C REVISED TABLE 3. `! awn By: Date: Checked By: Dale: :IT Series/Model Scale: Sheet Drawing No. Rev: A." . LYNN I tIl LER, P.E. JR 0212C SGD-670 NTS 8 et 22 PGTO128 C P.E.# 58705 NO FRAME "8+9" P-HOOK ANCHORAGE CONSISTS OF: SEE "C5" CLUSTER SEE JAMB (8) P-HOOK ANCHORS, MAX. UNIT WIDTH DETAILS, SHEET 10 SEE 'C5" CLUSTER "C5" SPLICE REQUIRED @ (PERPENDICULAR TO GLASS SEE CLUSTER DETAILS, FOR ASTRAGAL NOTE, DETAILS, SHEET 10 FOR REQUIRES "C6" SHEET 10 FOR INTERLOCK EXTERIOR PLANE SEE TABLE 2, SHEET 7 24" MAX. O.C. ) THIS INTERLOCK POCKETS CLUSTER,SEE AND 42" NOM. SHEET SEE POCKET (g) P-HOOK - _ + PANEL WIDTH DETAILS, SHEET 11 x x � _ _ _ x x x x JAMB x x�x� x x x x x 6" MAX. MOUNTING x x x x x x x x x• INSTALLATION, ADAPTER 6" MAX. x _ x xxx xx x THIS SHEET ANCHORS MIDWAY O F o & SHEET 14 BETWEEN P-HOOK 4 PAIRS OF ANCHORS & AT 3" + o x - FRAME x ANCHORS A x FROM TOP & y 14 ANCHORS 96 (TOTAL 8 w 0� BOTTOM o MAX. O.0 o UNIT 21" MAX. ANCHORS) �® 14" MAX. O.C. 4,051 z o O.C. 8" MAX. TO OPENING � o f o-� (� ®- P-HOOK HEIGHT PER JAMB EDGE OF POCKET SEE w a ' ®' f O ANCHORS x (SEE JAMB x INSTALLATION Q ° i ; } DETAIL DETAILS 'JC' & 'Kc', I m o- P-HOOK BELOW) ,r co®' o END PANEL SHEET 14 &PART w ® MOUNTING x ANCHORAGE DETAILS'J' &'K'o, 3" MAX. ADAPTER x 24" MAX. (2 ANCHORS) SHEET 19 FOR ° _ I ANCHORS - O.C. P-HOOK L - MAX. l x x _ _ _ _6" +2 ANCHORS x x x x - - x x x xx xxx �' �� END PANEL Ile FANCHORAGE END PANEL x' x r x x x x x x x x x x x' 6" MAX. ANCHORAGE (SEE ANCHORAGE x ' x x x x `j' „+2„ �„ , SKETCH BELOW) �"+2" FOOFF (SEE SKETCH BELOW) +2' +2" ANCHORAGE ANCHORAGE LCENTERLINE 8" MAX., TYP. ANCHORAGE ANCHORAGE ANCHORAGE OF PANEL 1 2.04" 24" MAX. EXAMPLE: 5-PANEL, 2 TRACK, 900 OUTSIDE CORNER - pXX/XXO - EXT. MOUNT POCKET ANCHORAGE PLAN: O.C. 42" x 96" NOM. PANELS, ANCHOR GROUP C IN CONCRETE SUBSTRATE (SEE TABLE 2, SHEET 7) 6„ SPLICE NOTE: IrOOFFOOFANCHORAGE NON-STRUCTURAL EXAMPLE NOTES: END PANEL ANCHOR EXCEPTION, (°+1" ANCHORAGE ONLY): ANCHORS MAY BE ADDED l 1 APPROVED ANCHORS: SEE TABLE A, SHEET 1 ) DISTANCE TO NEXT AS NEEDED TO ALIGN THE OFF 1 TA I I 2) ANCHOR LOCATION SPACING FOR ANCHOR f CLUSTER TO BE i EXTERIOR HEAD OR SILL IF A SPLICE QUANTITIES SPECIFIED IN TABLES 1-3, SHEETS 6-8: 24" O.C., OR LESS 42„ CENTERLINE OF 21 E:> OCCURS AT THE P-HOOK. NOM. • , INTERLOCK HEAD & SILL: 8" MAX. FROM FRAME CORNERS. USE MAX. PANEL - SEE "C5" CLUSTER SPECIFIED CLUSTER FROM APPROPRIATE TABLES, O.C• rRODUC9' RENEWED WIDTH SHEETS 6-8 AT EACH INTERLOCK AND STRAIGHT fCENTERLINE OFEND PANEL aseomplyingwith the f DETAILS, SHEET 10 ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY Buiding Code AND CORNER ASTRAGAL LOCATION, PLUS I q - l ( 74 FOR INTERLOCK REQUIRED IF THE O.C. DISTANCE TO THE NEXT ANCHOR f Acceptance tea SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE 5.64" Expiration a p 2 r "+2" ANCHORAGE CLUSTER IS OVER 24", OTHERWISE ANCHORS ARE NOT ANCHORS PER PANEL. ADDITIONAL ANCHORS 24' REQUIRED AT THE MIDSPAN AS PER THE FIGURE ABOVE: 3.5" O.C. MAXIMUM, 6" MAX. f Miami Dade RJO&dCAMW LCENTERLINE JAMBS & P-HOOKS: 6" MAX. FROM BOTTOM, 21" MAX. ANCHOR PAIR O.C. (JAMBS), 14" MAX. ANCHOR t 2-TRACK OF PANEL 2 O.C. (P-HOOK) UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHEETS 6-8. SEE FRAME JAMB P-HOOK ANCHOR DETAILS ON SHEET 14. "+2" ANCHORAGE ANCHOR PAIR "C5" REQUIRES SEE CLUSTER END PANEL Ile... CENTERLINE CENTERLINE "C6" CLUSTER, SEE DETAILS, SHEET 10 ANCHORAGE -AOSTRAGAL OF --INTERLOCK (• DETAILS, SHEET 11 FOR ASTRAGAL(2 ANCHORS) g I 4.051 " I 3.5" I MAX. • _ A �ICEFGog - - � a : _ * ;' ND. 5870544 EXTERIOR CENTERLINE "+2" ANCHORAGE CENTERLINE "+2" ANCHORAGE CENTERLINE OF PANEL 3 OF PANEL 4 OF PANEL 5 _ _ SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS //// 1070 TECHNOLOGY DRIVE Description: I :1 �O ° , �1ATE OF 't,`{� ' ��� N. VENICE, FL 34275 ANCHORAGE SPACING &EXAMPLE PLANS % F . <ORIDP`., (941)480-1600 rue: j\`.1 \p��� /77V/S/` Re sd y ate; Revisions: CERT OFAUTH. #29296 SERIES 670 ALUM. SGD - NON -IMPACT \\ �\` 17 UPDATED EXAMPLE TO NEW ANCHOR QUANTITY. Series/Model: Scale: Sheet: Drawing No. Rev: /0NA't L� A. L/YNPU MILLC�\P. E. Drawn By: Date: Checked By: Dale: ® JR 02120/14 SGD-670 NTS 9 of 22 PGT0128 C P.E.# 58705 6" DIAG. ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR I (FOR SPLICE ASTRAGAL OR SPLICE LOCATION 2.04" �— INTERLOCK�i IF NEEDED INTERLOCK�I CONDITION, USE INTERLOCK -CIF NEEDED 2.04" CENTERLINE I CENTERLINE "C6" CLUSTER DETAIL) CENTERLINE i -- r 3.5" 1,75 1 1 EXTERIOR 6" DIAG. 7" 7" —� 3.5" 21,E 1.75" l 4" DIAG. + 1 4" DIAG, l 1 O C. EXTERIOR 2,04" 2.04" F2,4" MAX. 5.64"EXTERIOR 1;617 3'5" 4" DIAG. 73'5° r Q C' 7tt EXTERIOR 7„ EXTERIOR 11 � 6" MAX. f 75 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 5.64" ASTRAGAL OR INTERLOCK A ASTRAGAL OR INTERLOCK an ASTRAGAL OR INTERLOCK } 2-TRACK (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER FRAME JAMB f ANCHORS ARE REQUIRED, "C411) ANCHORS ARE REQUIRED, "C511) 6" MAX. ANCHORS ARE REQUIRED, "C61') ANCHOR PAIR 4-TRACK ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR (FOR SPLICE ASTRAGAL OR SPLICE LOCATION 6" DIAG, FRAME JAMB INTERLOCK IF NEEDED INTERLOCK CONDITION, USE INTERLOCK IF NEEDED EXTERIOR ANCHOR PAIR CENTERLINE I CENTERLINE I "C6" CLUSTER DETAIL) „ 2.04" CENTERLINE 3.5 3.5" 3.5" 7 it ANCHORS MAY BE INSTALLED 21" EITHER IN THE EXT, OR INT, 0 0-2.04" MAX. 14" DIAG. TRACK (INT. SHOWN) 4,08" 4.08" 1 O.C. 1 2.04" NOTES: 5.64" 1. ALL DIMENSIONS SHOWN ARE BASED ON MIN. EXTERIOR 7„ EXTERIOR 7 4" DIAG. EXTERIOR of j3.5" ALLOWED. 75 6" MAX. 2. FOR HEAD OR SILL SPLICE 3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEAD/SILL LOCATIONS/ANCHORAGE AT ASTRAGAL OR INTERLOCK ASTRAGAL OR INTERLOCK (a). ASTRAGAL OR INTERLOCK P-HOOK SEE SHEET 9. (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER 3-TRACK FRAME JAMB ANCHORS ARE REQUIRED, "C411) ANCHORS ARE REQUIRED, "C511) ANCHORS ARE REQUIRED, "C611) ANCHOR PAIR rRoDucT RENEWED FOR SPLICED as complying with the E� ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR II (FOR SPLICE (FOR SPLICE ASTRAGAL OR CONDITIONS ONLY: CONDITION, DO NOT BuwjngCode / I MD& a Acceptance iVO INTERLOCK IF NEEDED INTERLOCK RLOC K�-I CONDITION, USE INTERLOCK RLO C K � USE THIS DETAIL) SPLICE LOCATION .,_� >ExpiWionDste�,,1;q.�- CENTERLINE I CENTERLINE I "C6" CLUSTER DETAIL) CENTERLINE IF NEEDED S� .,..,•...� y 1 1375 , yJ 3.5" 3.5" 7„ 3.5' cI I 2.04" 4" DIAG, 2.04" 4" DIAG. T2,4" 2,04" 5,37" DIAG. } f + 4" DIAG. 4.08" I 2.04" 4" DIAG. Jo Q 3.5 t i111 r ��` NY LY+,vA/ EXTERIOR EXTERIOR 7 EXTERIOR 7" 3 5" \�� 10ENg j 4-TRACK FRAME HEAD/SILL 75 4-TRACK FRAME HEAD/SILL N7 4-TRACK FRAME HEAD/SILL @ ASTRAGAL OR INTERLOCK P. ASTRAGAL OR INTERLOCK P. ASTRAGAL OR INTERLOCK No. 58705 (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED, "C611) = ANCHORS ARE REQUIRED, "C4") ANCHORS ARE REQUIRED, "C511) WITH & WITHOUT SPLICE CONDITION = -D : �• _ 1070 TECHNOLOGY DRIVE Description: / 41 • 44 � ®� '. F� N. VENICE, FL 34275 ANCHORAGE, EXAMPLE CLUSTERS FATE (0 \ ; <ORIDP.•'' \1 ' (941) 480-1600 rue: / S ���` Revsd By: Date: Revisions: CERT. OFAUTH.#29296 SERIES 670 ALUM. SGD - NON -IMPACT ;��OI\fA� JR 04105117 C NO CHANGES THIS SHEET. senesrM°dec state: sheet Drawing N°. Rev. A. LYNN MILLE~F4� P,E. Drawn By: Date: Checked By: Date: JR ate: 14 SGD-670 NTS 1 °r 22 PGTO128 C P.E.# 58705 2,04" f 2.04 2.04" INTERIOR 2.04" NOTES: INTERIOR V 1, ALL DIMENSIONS SHOWN INTERIOR INTERIOR ° 7" ARE BASED ON MINIMUM 4" DIAG. 001\4" DIAL. 8 94 ALLOWED, 6.12" 6.12 3.5 3.5" 2, DETAILS DEPICT ANCHOR INTERIOR % ° INTERIOR ° 7 INTERIO INTERIOR / QUANTITY AND SPACING, '3. " 1 I 1 ° I 90° 13. 90° EXTERIOR AND WOULD BE IDENTICAL o EXTERIOR °: FOR EXTERIOR OR INTERIOR �EXTERIOR 4" DIAG. 4" DIAG. ° o o / CORNER CONFIGURATIONS. "+1"ANCHOR 3.5" 4, 3.5' 4„ 3.5" 35 " 4„ 2.04 EXTERIOR 2.04" 7" 2.04" EXTERIOR 4 2.04 7' 8,94" ° EXTERIOR 90° CORNER 90° CORNER 135° CORNER 135° CORNER CENTERLINE 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL OF PANEL (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER ANCHORS ARE REQUIRED, "C411) ANCHORS ARE REQUIRED, "C6") ANCHORS ARE REQUIRED, "C41f) ANCHORS ARE REQUIRED, "C6") "+2" ANCHOR 4.08" INTERIOR ° EXTERIOR INTERIOR 2.04" 4.08 "+1" ANCHOR 4" DIAG, 4�r 7.41 " INTERIOR 3.5" f INTERIOR 3•5" —� 135° CENTERLINE gp° 0 7 OF PANEL L.EXTERIOR ° ° 3 I 3 5„ "+3" ANCHOR 4.08" 4.08" 7, 5.37" DIAG. 5.37" DIAG. ° q ° CENTERLINE 2.04" ° 35' 4r, 3.5" 4 OF PANEL EXTERIOR 7If EXTERIOR 7" 4 INTERIOR L "+2" ANCHOR 7 4" DIAG. EXTERIOR CENTERLINE OF PANEL 90° CORNER 135° CORNER VIEWS 2-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEAD/SILL 75 ("C6" ANCHOR CLUSTER REQUIRED ("C6" ANCHOR CLUSTER REQUIRED INTERMEDIATE ANCHOR LAYOUT 0 AT ALL 3-TRACK CORNERS) AT ALL 3-TRACK CORNERS) 4" DIAG. MODUCT RENEWED ° as Cwnpiyieg with the Flal va 6.12" INTERIOR INTERIOR 2.04 �®gCode f l --I (24'OY / r Acceptance 1V8 2.04" 3 5' Espiraeion elj 6.12" 4,r FEXTERIOR 5 88" 12CENTERLINE l �_ ,t*k% ° ° INTERIOR OF PANEL miRIm DOW INTERIOR IL 90° 3 5„ f 1350 "+3" ANCHOR 4000 " 2.04" DIAG. j 7 ° i oil 6.12" + 4" DIAG. ° 6.12" G 3.5" 4.08" ° 000° ° 7" EXTERIOR o � 0 0 o o 2004" 3.5 4,r 3.5 �IIIIIIIr/;t / 4" DIAL. 3.5" I ��ONY LY"UiV��'.. 7' 4 1 / EXTERIOR / EXTERIOR oo 2.04" CENTERLINE \��� ' �� ° ° OF PANEL OCENS 90 CORNER 135 CORNER ' F ' Q�• ,lam 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL _ No. 58705 ("C8" ANCHOR CLUSTER REQUIRED ("C8" ANCHOR CLUSTER REQUIRED INTERMEDIATE ANCHOR LAYOUT AT ALL 4-TRACK CORNERS) AT ALL 4-TRACK CORNERS) = (3-TRACK SIMILAR) — "*4TE Description: a OF .' �1070TECHNOLOGYDRIVE , N. VENICE, FL 34275 ANCHORAGE, EXAMPLE CLUSTERS i"�<ORIDP .• �' (941)480-1600 Tile: �/// & �\��\ �QNAL ���� Revsd By: Date: Revisions: CERT.OFAUTH. #29296 SERIES 670 ALUM. SGD - NON -IMPACT �� I/ JR 04105117 C NO CHANGES THIS SHEET, I I I I 1 I Series/Model. Scale: Sheet: Drawing No. Rev: A. LYNN MILLER, P.E. Drawn By.: Date: Checked By: Date: O JR 02120/14 SGD-670 NTS 11 of22 PGT0128 C P.E.# 58705 INSTALLATION DETAILS EMBEDMENT: SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 MIN. OF 3 THREADS BEYOND EDGE DISTANCE: EDGE DISTANCE: EDGE DISTANCE: THE METAL SUBSTRATE SEE TABLE A, SHEET 1 SEE TABLE A, SHEET 1 SEE TABLE A, SHEET 1 2-1/16" * 2-1/16" * 2-1/16" * NOTES: EXTERIOR 1/4" 1/4" 1/4" 1, ALL DIMENSIONS a MAX. MAX. MAX. SHOWN ARE BASED SHIM EXTERIOR c SHIM EXTERIOR SHIM ON MIN. ALLOWED. 2, METAL OR WOOD a EMBEDMENT: f f SUBSTRATES MAY BE SEE TABLE A, J USED FOR ALL FRAME SHEET 1 TYPES PER TABLE A, NCHOR TYP., 2X WOOD SHEET 1, WOOD ANCHOR TYP., 2X WOOD WOOD ANCHOR TYP., METAL TYP., SEE7SEME TYP., SEE ANCHOR SEE ANCHOR NOTES TYP., SEE ANCHOR SEE ANCHOR NOTES TABLE A & ANCHORNCHOR NOTES NOTE 3, SHEET 1 & TABLE A, SHEET 1 NOTE 3, SHEET 1 & TABLE A, SHEET 1 NOTE 4, SHEET 1 & TABLE A, SHEET 1 `DIAGONAL O.C. IS a 2-TRACK FRAME HEAD pE 3-TRACK FRAME HEAD pE 4-TRACK FRAME HEAD MIN 4" (HEAD & SILL) Aw WOOD INSTALLATION Bw WOOD INSTALLATION Cw METAL INSTALLATION OR 6" (JAMB) SEE WOOD ANCHOR TYP., 2X WOOD WOOD ANCHOR TYP., 2X WOOD SMS ANCHOR TYP., METAL TYP., SEE DETAILS, SHEETS 10 & 11. SEE ANCHOR NOTES TYP., SEE ANCHOR SEE ANCHOR NOTES TYP., SEE ANCHOR SEE ANCHOR NOTES TABLE A & ANCHOR & TABLE A, SHEET 1 NOTE 3, SHEET 1 & TABLE A, SHEET 1 NOTE 3, SHEET 1 SEE & TABLE A, SHEET 1 NOTE 4, SHEET 1 SEE SEE ANCHOR ANCHOR ANCHOR MIN, OF 3 THREADS BEYOND NOTE 5, SHEET NOTE 5, NOTE 5, THE METAL SUBSTRATE 1 (1/41' MAX.) SHEET 1� 1 SHEET 1� (1/4" MAX.) 1 (1/4" MAX.) r EXTERIOR EXTERIOR EXTERIOR EMBEDMENT: SEE TABLE A, SHEET 1 2-1/16It " 2-1/16" " 2-1/16" EDGE DISTANCE: EDGE DISTANCE: EDGE DISTANCE: SEE TABLE A, SHEET 1 SEE TABLE A, SHEET 1 SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 2-TRACK FRAME SILL E 3-TRACK FRAME SILL@Fw: SWOOD INSTALLATION Ew WOOD INSTALLATION METAL INSTALLATION EMBEDMENT: SEE TABLE A, SHEET 1 rRODuctor ENEW90 as eomptyingwit� tit EMBEDMENT: SEE BuidtngCode Na ]di— I kzzkb TABLE A, SHEET 1 EDGE DISTANCE: Acceptance Expiration Date 1 SEE TABLE A, EMBEDMENT: SEE I METAL TYP., SEE SHEET 1 By `Lw a I TABLE A & ANCHOR MiAMI TABLE A, SHEET 1 EDGE DISTANCE: Dade dttctCa�hBB° EDGE DISTANCE: O SEE TABLE A, NOTE 4, SHEET 1 0 2X WOOD � SEE TABLE A, 2X WOOD SHEET 1 TYP., SEE ANCHOR TYP., SEE ANCHOR (� SHEET 1 NOTE 3, SHEET 1 NOTE 3, SHEET 1 + 2-1/16"' SMS ANCHOR TYP., ' SEE ANCHOR NOTES 2-1/16" * I WOOD ANCHOR TYP., 2-1/16" * & TABLE A, SHEET 1 SEE ANCHOR NOTES i WOOD ANCHOR TYP., i MIN. OF 3 & TABLE A, SHEET 1 SEE ANCHOR NOTES THREADS LY,`V1 & TABLE A, SHEET 1 BEYOND THE ��` ONY EXTERIOR " a • • • EXTERIOR EXTERIOR METAL �� .•' ��CENSF '••�� �� all1/4" MAX. SHIM �I 1/4" MAX. SHIM --�� �-75 SUBSTRATE Qom,' -f� 1/4" MAX. SHIM _ aw No. 58705 E 2-TRACK FRAME JAMB pE 3-TRACK FRAME JAMB 4a 4-TRACK FRAME JAMB who ft,m, Gw WOOD INSTALLATION Hw WOOD INSTALLATION Iw METAL INSTALLATION it C' ' ICE : ' 441\ lF I 1070 TECHNOLOGYDRIVE Description: . SATE ,• (v \ N. VENICE, FL 34275 ANCHORAGE DETAILS % �COR10F`.•' N�� w • (941) 480-1600 Tine: S� ONAL E RevsdBy: Date: Revisions: CERT. OFAUTH. #29296 SERIES 670 ALUM. SGD - NON -IMPACT '� ` I JR 04105117 C NO CHANGES THIS SHEET. I rr I � Series/MotleL Scale: Sheet Drawing No. Rev: A. LYt�t� �ILLER, P.E. Drawn By: Date: Checked By: Date: ® JR ate: 14 SGD-670 NTS 12 of 22 PGTO128 C P.E.# 58705 INSTALLATION DETAILS EMBEDMENT: SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 NOTES: EDGE DISTANCE: EDGE DISTANCE: 1. ALL DIMENSIONS EDGE DISTANCE: SEE CONCRETE CONCRETE SEE TABLE A, SHEET 1 CONCRETE SEE TABLE A, SHEET 1 SHOWN ARE BASED TABLE A, SHEET 1 PER TABLE PER TABLE * PER TABLE * ON MIN, ALLOWED, 2-1/16 2-1/16' 2-1/16" A, SHEET 1 1 ° 1 A, SHEET 1 A, SHEET 1 114" * DIAGONAL O.C. IS EXTERIOR ` , MAX. MIN 4" (HEAD &SILL) :do a ;;t CA a a EMBEDMENT: 1/4" EXTERIOR 1/4„ EXTERIO� DETAILS, SHEETS SEE TABLE A, MAX. MAX. 10 & 11. SHEET1 SHIM < SHIM PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY7SECUREDTCONCRETE ANCHOR TYP., PROPERLYSECURED1X CONCRETE ANCHOR TYP., WOOD BUCK TYP., SEE SEE ANCHOR NOTES & WOOD BU.,CHOR 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 E 2-TRACK FRAME HEAD pE 3-TRACK FRAME HEAD E 4-TRACK FRAME HEAD Ac CONCRETE INSTALLATION Bc CONCRETE INSTALLATION cc CONCRETE INSTALLATION CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X SEE ANCHOR NOTES & WOOD BUCK TYP., SEE SEE ANCHOR NOTES & WOOD BUCK TYP., SEE SEE ANCHOR NOTES & WOOD BUCK TYP., SEE TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET 1 SEE ANCHOR SEE ANCHOR SEE ANCHOR NOTE 5, SHEET NOTE 5, NOTE 51 1 (1/4" MAX.) SHEET 1� SHEETAI (1/4" MAX.) 1 (1/4" MAX.) � EXTERIOR EXTERIOR 1 EXTERIOR < CONCRETE a2-1/16" 2-1/16" * 2-1/16" * * PER TABLE EDGE DISTANCE:\........CONCRETE EDGE DISTANCE: CONCRETE EDGE DISTANCE: A, SHEET 1 SEE TABLE A, SHEET 1 PER TABLE SEE TABLE A, SHEET 1 PER TABLE SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 1 A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 E 2-TRACK FRAME SILL pE 3-TRACK FRAME SILL E 4-TRACK FRAME SILL Dc CONCRETE INSTALLATION kt,Ec CONCRETE INSTALLATION Fc CONCRETE INSTALLATION EMBEDMENT: SEE TABLE A, SHEET 1 �, PRODUCT RENEWED as complying with the Fkwd& EMBEDMENT: SEE suiWngCode ~� TABLE A, SHEET 1 EDGE DISTANCE: Acceptance Ns Expiration Date. )FmOZ-� EDGE DISTANCE: SEE TABLE A, PROPERLY SECURED �4�1... SHEET1 •��--5�-- EMBEDMENT: SEE CONC./CMU ANCHOR SEE TABLE A, 1X WOOD BUCK TYP., Dade TABLE A, SHEET 1 TYP., SEE ANCHOR SHEET 1 SEE ANCHOR NOTE 3, A SHEET1 PROPERLY SECURED / EDGE DISTANCE: NOTES & TABLE A, 1 1X WOOD BUCK TYP., I SEE TABLE A, SHEET1 * 2-1/16 , SEE ANCHOR NOTE 32 SHEET1 i CONC./CMU ANCHOR o 2-1/16" SHEET 1 TYP., SEE ANCHOR CONC./CMU ANCHOR 2-1/16" * PROPERLY SECURED NOTES & TABLE A, TYP., SEE ANCHOR 1X WOOD BUCK TYP., SHEET1 CONCRETE CONCRETE NOTES &TABLE A, SEE ANCHOR NOTE 3, OR CMU OR CMU SHEET 1 1 CONCRETE SHEET191'PER TABLE EXTERIOR PER TABLE n 77 LY,V/V�? EXTERIOR OR CMU EXTERIOR 1 A, SHEET 1 A, SHEET 1 \\`� pNY ` ��. ' v J� PER TABLE \'�CENSF '!�l 1/4" MAX. SHIM I \ ��= ' A, SHEET 1 ;/ 1/4 MAX. SHIM 1/4" MAX. SHIM _ No. 58705 DE 2-TRACK FRAME JAMB pE 3-pE TRACK FRAME JAMB 4-TRACK FRAME JAMB 'AAA Gc CONCRETE/CMU INSTALLATION He CONCRETE/CMU INSTALLATION Ic CONCRETE/CMU INSTALLATION AAA,- `�► '• AAAit : Description: �� 44) 1070 TECHNOLOGY DRIVE � Q '. STATE O 9 CAN, N. VENICE, FL 34275 ANCHORAGE DETAILSAAAAAAA �� cLORiflP.• 'A �do (941)480-1600 Title: / .... \ Revsd By: Date: Revisions: CERT OFAUTH. #29296 SERIES 670 ALUM. SGD - NON -IMPACT S�O1�I,�a9 JR 04105117 C NO CHANGES THIS SHEET. Series Modes scale: sheet Drawing No. Rev: I S A. LY�J?J'fv11LL�E'f�, P.E. Drawn By: Date: Checked By: Date: ® JR 02120114 SGD-670 NTS 13 of 22 PGTO128 C P.E.# 58705 INSTALLATION DETAILS NOTES: 1, ALL DIMENSIONS FRAME JAMB SHOWN ARE BASED REQUIRED AT ALL 2.693" MIN. ON MIN, ALLOWED. INSIDE POCKETS EDGE TO PREVENT DISTANCE 2, FIGURES ON THIS EMBEDMENT: SEE WATER 4 SHEET ARE FOR WOOD FRAMING TABLE A, SHEET 1 P-HOOK MOUNTING ADAPTER ILLUSTRATIVE WOOD ANCHOR TYP., INFILTRATION CONC./CMU PURPOSES ONLY, SEE Oo c SEE ANCHOR NOTES ANCHOR TYP., SEE TABLE A, SHEET 1 FOR EMBEDMENT: & TABLE A, SHEET 1 26 ANCHOR NOTES & ALL APPROVED SEE TABLE A, (ALSO SEE TYP. TABLE A, SHEET 1 SUBSTRATES. SHEET 1 2 ILLUSTRATION, SHEET 9) p .. ° ° 1-1/4" MIN, EDGE DISTANCE EDGE DISTANCE: SEE : • EXTERIOR 3. SEE TABES 1-3, TABLE A, SHEET 1 EMBEDMENT: , 2s SHEETS 6-8 FOR nj SEE TABLE A, P-HOOK MOUNTING REQUIRED P-HOOK 26 IN '�CK3V EXTERIOR SHEET 1 ADAPTER CONC./CMU AND P-HOOK PHOOK WOOD ANCHOR TYP., R ANCHOR TYP., SEE MOUNTING ADAPTER SEE ANCHOR NOTES V P-HOOK a I A ANCHOR NOTES & TABLE ANCHOR QUANTITIES. & TABLE A, SHEET 1 CONCRETE OR EMBEDMENT: SEE A, SHEET 1 ALSO SEE EXAMPLE (ALSO SEE TYP. CMU PER TABLE 2.693" MIN. TABLE A, SHEET 1 (ALSO SEE TYP. ON SHEET 9. ILLUSTRATION, SHEET 9) A ,SHEET 1 EDGE DISTANCE ILLUSTRATION, SHEET 9) E P-HOOK FOR USE WITH FLAT SILL RISERS E P-HOOK FOR USE WITH FLAT SILL RISERS �`^� PARTS #181 #209 #22 OR #24, Jc PARTS #181 #205 #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 & h 4 ANCHOR NOTES & TABLE BEYOND THE METAL ANCHOR NOTES A, SHEET 1 SUBSTRATE & TABLE A, SHEET 1 . °. NA%EMBEDMENT: ' (ALSO SEE TYP, 28 (ALSO SEE TYP. ° ILLUSTRATION, SHEET 9) rR(?i)UCf RENEWED ILLUSTRATION, SEE TABLE A, ° ° 28 as complying with theft ww EMBEDMENT: SHEET 9) SHEET 1 ode r 1 r0 SEE TABLE A, EDGE DISTANCE: SEE ° Accepted Expiration Datence No Expiration Date. y SHEET 1 TABLE A, SHEET 1 1-1/4" MIN. EDGE DISTANCE (Soo _ By f 30 f 30 1�tiami Dade ' P-SMS ANCHOR TYP., EXTERIOR P-HOOK CONC./CMU =j EXTERIOR LEHOOK SEE ANCHOR NOTES::j:V ANCHOR TYP., SEE Tial 75 & TABLE A, SHEET 1 ANCHOR NOTES & TABLE (ALSO SEE TYP. 2.693" MIN, A, SHEET 1 2.693" MIN. ILLUSTRATION, SHEET 9) EDGE DISTANCE (ALSO SEE TYP. EDGE DISTANCE ILLUSTRATION, SHEET 9) DE P-HOOK FOR USE WITH BOX SILL RISERS pE P-HOOK FOR USE WITH BOX SILL RISERS �� IV/V Kw PARTS #19, #21, #23 OR #25, Kc PARTS #199 #215 #23 OR #25, �N� �,`q ,. • " F " • • METAL INSTALLATION EXTERIOR CONCRETE INSTALLATION EXTERIOR . ' �IO`NSF •,�� (SEE TABLES 1A, 2A & 3A MOUNT (SEE TABLES 1A, 2A & 3ANOON MOUNT NOON NOONON,No.58705 FOR WATER RATINGS) ONLY FOR WATER RATINGS) ONLY = 1070N. VENICE,, FL TECHNOLOGY34 75 Description: ANCHORAGE DETAILS SATEOF�� o •• ON � O:ON `c40RIDP% •A'\ N�� (941)480-1600 Title: ///,SS/°'' �\ Revsd By: Date: Revisions: CERT. OFAUTH.#29296 SERIES 670 ALUM. SGD - NON -IMPACT '��� ®NIL 1 JR 04/05/17 C NO CHANGES THIS SHEET. NNNDrawn Senes/Model: Scale: Sheet: Drawing No. Rev: I I I A. LYNN P.E. By: Date: Checked By: Date: JR 02120/14 SGD-670 NTS 14 m 22 PGT0128 C P.E.# 58705 # 58705, CONFIG. EXAMPLES MAX. UNIT WIDTH MAX. UNIT WIDTH MAX. NOM. PANEL WIDTH HEADER DETAIL 'A', DLO TYP, PER TABLES 1-3 INTERIOR WIDTH SHEET 18; INSTALLATION —� DETAILS 'Aw' & 'Ac',� EXTERIOR SHEETS 12 & 13 900 PANEL PANEL PANEL TYPE TYPE PANEL CORNER DETAIL'N2', TYPE 1QS1 'AS' TYPE SHEET 19 & CORNER 'A' 'K' ANCHORAGE SHEET 11 NOM. MAX. UNIT Mom' PANEL ' PANEL MAX. HEIGHT DLO PER INTERLOCK DETAIL .,0000g/ 'M', SHEET 19 WIDTH TYP. HEIGHT SEE PER HEIGHT TABLES EXTERIOR IN NOTE 2 TABLES 1-3 1-3 JAMB DETAIL'G3', SHEET 18; INSTALLATION DETAILS Gw' &'Gc', SHEETS 12 & 13 90° SILL DETAIL'D', SHEET 18;7 INSTALLATION DETAILS EXAMPLE: 90' INSIDE CORNER, 4 PANELS - XX/XX 'Dw' &'Dc', SHEETS 12 & 13 DLO WIDTH = NOM. PANEL WIDTH - 7" DLO HEIGHT = DOOR UNIT HEIGHT as 10.125" SILICONE PANEL HEIGHT = DOOR UNIT HEIGHT - 1.866" BY OTHERS #8 X 1 if rRODUCT RENEWED #10 X 1-1 /2" PH SMS as complying with the Floes° PH SMS gnWng Code ago Alphas on Wic Expiration Dzte (tj& �1A41% � gag gY . iffi PANEL CORNER FRAME CORNER DETAIL DETAIL NOTES: \��� ANY LYil%JA//1 1) SEE SHEET 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE, SEE DP/ANCHOR TABLES, SHEETS 6-8 FOR MAX. �� ' ��GENSF'� %� PANEL HEIGHT AND WIDTH, SEE SHEETS 18 & 19 FOR SECTION DETAILS AND SHEETS 12-14 FOR INSTALLATION DETAILS.oak q�•' .- 2) (1) LOCK (ITEMS 75 & 107-110) AT EACH LOCKSTILE, LOCKING INTO KEEPER (ITEM 103) AT FRAME JAMB OR ASTRAGAL. go _ N0. 58705 a' 3) PLEASE SEE APPLICABLE ASTRAGAL & INTERLOCK COMBINATIONS PER DP/ANCHOR TABLES. "oft ' *ago go G l� I \ 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 Description: ANCHORAGE DETAILS / EXAMPLE ELEVATION � O� '. SATE F F a* •,F<ORIOP. • ' \��` �i (941) 480-1600 Titre. �lS a% • • • . ' Revsd By: Date: Revisions: CERT. OF AUTH. ##29296 SERIES 670 ALUM. SGD - NON -IMPACT JR 04105/17 C NO CHANGES THIS SHEET. Senes/Model. Scare: Sheet: Drawing No. Rev: ! -I-` t A. LYNN IVIILLVR, P.E. Drawn By., Date: JR 02120114 Checked By: Date: SGD-670 NTS 15 of 22 PGTO128 C P.E.# 58705 CONFIG. EXAMPLES INTERLOCK DETAIL FOR ALL DETAILS ON THIS SHEET, SEE NOTES ON SHEET 15 �'M', SHEET 19 OPERABLE JAMB DETAIL'G3', SHEET 18; n 4�INSTALLATION DETAILS 'Gw' & 'Gc', SHEETS 12 & 13 l �IXED JAMB DETAIL 'G2'7 / ASTRAGAL SHEET 18; INSTALLATION LDETAILS'L1' & DETAILS'Gw' &'Gc', L2, SHEET 19 SHEETS 12 & 13 HEADER DETAIL '/', SHEET 18; INSTALLATION DETAILS Aw' &'Ac', SHEETS 12 & 13 (iff PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE 'R' 'L' 'D' 'A' MA / NOM. PANEL / / UN HEIGHT MAX. DLO HEIGHT WIDTH TYP. PER TABLES 1-3 SEE NOTE 2, SHEET 15 PER TABLES 1-; a � a O X X X MAX. UNIT WIDTH � SEE FRAME & PANEL CORNER CONSTRUCTION DETAILS SHEET 15 HEADER DETAIL'/', SHEET 18; INSTALLATION DETAILS 'Aw' & 'Ac', SHEETS 12 & 13 / MAX. DLO WIDTI - YP. TYPE PANEL PANEL TYPE TYPE TYPE X. A' ,CS OS K IT / .HT SILL DETAIL NOM. R 'D', SHEET / PANEL / SEE 18; MAX. WIDTH TYP. 3 INSTALL DLO PER NOTE 2; DETAILS HEIGHT TABLES 1-3 SHEET 15 'Dw' & 'Dc', SHEETS 12 X IL < &13 X Xo SILL DETAIL 'D', SHEET 18; EXAMPLE: OXXX INSTALLATION DETAILS (2-TRACK) 'Dw' &'Dc', SHEETS 12 & 13 ASTRAGAL DETAILS 'L1' & L2, SHEET 19 oJAMB DETAIL'H2', SHEET 18; INSTALLATION DETAILS 'Hw' & 'Hc', SHEETS 12 & 13 MAX HE P TAI 1 INTERLOCK DETAIL'M', SHEET 19 P-HOOK DETAIL'J' 19; INSTALLATION DETAILS'Jw'I 'Jc', 'Kw' & 'Kc', SHEET 14 �HEADER DETAIL 'B', SHEET 18; INSTALLATION DETAILS 'Bw' & 'Bc', SHEETS 12 & 13 MAX. UNIT WIDTH UNIT HT ER 3LES -3 PANEL TYPE 'F' � PANEL TYPE 'R' MAX. DLO HEIGHT o PANEL TYPE 'L' SEE NOTE 2, SHEET 15 a PANEL TYPE 'M' NOM. PANEL WIDTH TYP, PER TABLES 1-3 X JR I 04/05/17 JR 102/20/14 EXAMPLE: OXXXp 3-TRACK. RIGHT POCKET C I NO CHANGES THIS SHEET. SILL DETAIL'E', SHEET 18; INSTALLATION DETAILS Ew' at LC, SHEETS 12 & 13 MAX. UNIT WIDTH MAX. UNIT HEIGHT PER TABLES 1-3 EXAMPLE: 90° OUTSIDE CORNER - XX/XX (2-TRACK INTERLOCK DETAIL'M', SHEET 19 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941) 480-1600 T. OF AUTH. #29296 JAMB DETAIL'11', SHEET 18; INSTALLATION DETAILS 'Iw' & 'IC', SHEETS 12 & 13 JAMB DETAIL'12', SHEET 18; INSTALLATION DETAILS 'Iw' & 'Ic', SHEETS 12 & 13 MAX. UNIT WIDTH Fitt PANEL TYPE IMF SEE OTE 21 SHEET 15 X PANEL TYPE ' F' MAX• DLO HEIGHT X PANEL TYPE Opp / O PANEL TYPE F' NOM. PANEL WIDTH TYP. PER TABLES 1-3 L� EXAMPLE: XXXO 4-TRACK. BY-PASS JAMB DE I AIL'G3', SHEET 18; INSTALLATION DETAILS Gw' &'Gc', SHEETS 12 & 13 m ° ° INTERLOCK DETAIL M', SHEET 19 900 OUTSIDE CORNER DETAIL'N1', SHEET 19 & CORNER ANCHORAGE SHEET 11 INTERIOR t EXTERIOR MAX. UNIT WIDTH NOM. PANEL WIDTH YP. PER TABLES 1-3 HEADER DETAIL'C', SHEET 18; INSTALLATION DETAILS Cw'&' o , SHEETS 12&13 MAX. UNIT HEIGHT PER TABLES 1-3 SILL DETAIL 'F', SHEET 18; INSTALLATION DETAILS 'Fc', SHEETS 12 & 13 Description: EXAMPLE ELEVATIONS Title: SERIES 670 ALUM. SGD mom NO Series/Motley Scale: Sheet: Drawing No. SGD-670 NTS 16 or 22 PGTO128 �I�IIfilf/j \ LiCENsF ••��� i to No.58705 =-�aat 4Gc _ %wO� i �� cCORIDP S /// /OVAL zav: A. LYNN'MILL�ERP.E. C P.E.# 58705 PANEL'S RIGHT STILE TYPE PANEL SINGLE SINGLE FIXED LOCKSTILE ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL INT CORNER EXT CORNER EXT CORNER INT CORNER EXT CORNER EXT CORNER INT CORNER INTERLOCK INTERLOCK STILE W/ HANDLE BOX OUT BOX IN BOX OUT BOX IN 90 LOCKSTILE 90 LOCKSTILE 90 RECEIVER 90 RECEIVER 90 RECEIVER 135 RECEIVER 135 RECEIVER TYPES OUT IN W/HANDLE W/HANDLE W/HANDLE W/HANDLE W/HANDLE W/HANDLE W/HANDLE W/HANDLE #118 #118 #31 #31 0i !0� #120 4119 #61 #118 #61 #61� 461 #61 SINGLE INTERLOCK F PP K L TR TQ TC TA TV TW OUT (BOX OUT) SINGLE INTERLOCK B E P A C C /C SQ Sc SA S V S W IN (BOX OUT (BOX IN) FIXED R S FD FC FV FW STILE RR (BOX OUT) (BOX IN) L LE W/HANDHANDLE D n A /�/I J I tJ 77 (BOX OUT) (BOX IN) uJ ASTRAGAL BOX OUT L R PANEL NOTES: >. W/ HANDLE t, (BOX OUT) 1. SEE DP TABLES 1-3, SHEETS 6-8 FOR PANEL i- ASTRAGAL IN A / / V SIZES & DESIGN PRESSURE. Q INTERIOR LEFT RIGHT 2. PANEL TYPES NOT SHOWN OR CROSSED OFF JBox W/ HANDLE (BOX IN) PANEL PANEL ARE NOT REQUIRED FOR ANY CONFIGURATIONS mommommo � ASTRAGAL T I I STILE EXTERIOR STILE AND ARE NOT AVAILABLE. U) BOX OUT v 3. 900 ASTRAGALS TO USE HEAVY-DUTY STILES FENNER (BOX OUT) (BOX OUT) "E" (#61), CORNER RECEIVER (#118) AND EITHER LL ASTRAGAL T I I PANEL SHOWN. SEE TABLE FOR OTHER PANEL TYPES AND EXTERIOR (#119) OR INTERIOR (#120) CORNER REQUIREMENTS, W BOX IN v APPLICABLE STILE/ASTRAGAL ASTRAGALS. J (BOX IN) (BOX IN) 4. 1350 ASTRAGALS TO USE HEAVY-DUTY STILES INT CORNER 90 LOCKSTILE RT Cl #61 AND CORNER ADDON #31 . () () J W W/ HANDLE #120 SILL RISERS 232" OPTIONS z EXT CORNER 90 LOCKSTILE Q T QS �{ 232" I Q W/ HANDLE #119 .232" EXTERIOR EXTERIOR a EXT CORNER #61 90 RECEIVER C T CS 232" EXTERIOR —� .062" EXTERIOR a L .062" as complying 4.055"complyingwit6titt%lo6 with the F W/ HANDLE a 062" 3.305" Raiding Code a #118 2.555" INT CORNER #61 90 RECEIVER AT AS DF ;156711 .062 I Acceptance Noll�C � Expiration D�otc W/HANDLE rr �'fLtA #118 By `>k` EXT CORNER*461 SILL RISER, FLAT ` SILL RISER, FLAT SILL RISER, FLAT SILL RISER, FL. 90 RECEIVER CF 18 OFLUSH, 1-1/2" 20 22 24 O LOW, 2-1/2" O MEDIUM, 3-1/4" OHIGH, 411 #31 ~1 fr .750" EXT CORNER 135 RECEIVER VT VS VF 750" EXTERIOR W/ HANDLE #61 EXTERIOR .750 EXTERIOR a 062" EXTERIOR *#31 C35 REOCEIVERWT WS WF a~I.906" 062"INT a062" a4.055" 1 3.305" W/HANDLE # 2.555" .062" rH 4 ANY LYNAI _ \��` ` \ so -. �� �10ENSF /4�(\'o SILL RISER, BOA* SILL RISER, BOX SILL RISER, BOX SILL RISER, BOX �� 21 23 25 19 FLUSH, 1-1/2" LOW, 2-1/2" MEDIUM, 3-1/4" HIGH, 4" toNo. 58705 * NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS, SEE SHEETS 6-8 = -o to 1070 TECHNOLOGY DRIVE Description: -: 4 \ O-c�'•, SATE F 4(; N. VENICE, FL 34275 (941) 480- 1600 PANEL TYPES .• rue. �s' •'c4ORIDP.• Revsd By: JR Date: Revisions: 04105117 C NO CHANGES THIS SHEET. CERT. OF AUTH. #29296 SERIES 670 ALUM. SGD - NON -IMPACT Scale: Sheet: Drawing No. Rev: 7AS ON L E`\\\ Series/Model: Drawn By: JR Date: Checked By: Date: 02120 1 O SGD-670 NTS 17 of 22 PGTO128 C P.E.# 58705 ASSEMBLY DETAILS 106 FULL PANEL JAMB LENGTH (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 60 OR 61 105 FULL LENGTH 14 LOCK PART 75 & 107-110 17 14 106 OF JAMB 60 OR 61 5 G3 60 OR 61 16 5 DE G1 60 OR 61 2-TRACK JAMB 2-TRACK JAMB (SHOWN 5 SEE DETAIL G1 6" LONG CLIP #105 WITH FOR FIXED 105 @ W/ RETAINER #106 OPERABLE 80 PANEL CLIP LOCK PART 75 & 107-110 113 MIDSPAN (SHOWN WITH PANEL) FIXED PANEL TO 103 LOCK PART SEE DETAIL G2 103 5 THE INTERIOR) EXTERIOR 113 75 & 107-110 FOR FIXED 5 600R61 PANEL CLIP 103 EXTERIOR 14 15 5 ;y 112 DE 16 17 #10 X 3/4° 123 FULL LENGTH G2 OF JAMB 40 G4 60 OR 61 �LEXTERIOR , SMS, X 3 2-TRACK JAMB 2-TRACK JAMB EXTERIOR EXTERIOR EXTERIOR ��// CLIP #80 OR #105 51 52 W/ SCREEN 6" LONG W/ RETAINER #123 al 3-TRACK JAMB 3-TRACK JAMB 4-TRACK JAMB 4-TRACK JAMB @ (SHOWN WITH eOPERABLE (SHOWN WITH pE (SHOWN WITH e(SHOWN WITH pE(SHOWN WITH 86 MIDSPAN �� FIXED PANEL TO PANEL) H2 FIXED PANEL TO 11 FIXED PANEL TO 12 OPERABLE PANEL) 60 OR 61 THE EXTERIOR) 53 THE EXTERIOR) THE INTERIOR) EXTERIOR 75 EXTERIOR 2 112 3 4 45 5 113 5 113 5 52 51 69 69 69 EXTERIOR EXTERIOR EXTERIOR PRODUCT RENEWED SHOWN WITH W/SCREEN 3-TRACK pE 4-TRACK MAX. UNITas complyingwith the l b" e2-TRACK BuktiCode OPT. SCREENFRAME HEAD B FRAME HEAD C FRAME HEAD HEIGHT PER AccepttaanceNa I `(- I(z,6•cl TRACK TABLES 1-3 ExpirasionDate ��C�sb+1A• hiiam�i i 53 69 69 69 EXTERIOR EXTERIOR 52 51 72 OR 73 < 72 OR 73 < VW 72 OR 73 46 11 113 9 10 11 11 48 47 p g EXTERIOR 112 5 113 113 i DE 2-TRACK W/SCREEN pE 3-TRACK pE 4-TRACK \,kCEN& FRAME SILL FRAME SILL F FRAME SILL No.58705 ma * ITEM 61 SHOWN, ITEM 60 ALSO APPLICABLE, SEE TABLES 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 Description: VERTICAL SECTION DETAILS s TATE F c�ORiDP.. 1-3, SHEETS 6-8 FOR DP (PSF) ASSOCIATED WITH STILE. �s41�4so-Isom ;��s • � title: 1i RevsdBy: Date: Revisions: CERT. OFAUTH. #29296 SERIES 670 ALUM. SGD - NON -IMPACT �,ONAL JR 04105117 C NO CHANGES THIS SHEET. Series/Model: Scale: Sheet: Drawing No. Rev: h ll A. LYf4N MILLEk" E' Drawn By: Date: Checked By. Date: SGD-670 NTS 18 of 22 PGTO128 C P.E.# 58705 JR 02/20/14 ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) INTERIOR 4 5 61 113 118 28 28 7 30 63 11 27 g11327 600R61 600R61 62 111 63 60 OR 61 29 65 29 14 M III 120 65 65 5 EXTERIOR 111 62 EXTERIOR 111 62 90° ff EXTERIOR E P-HOOK FOR FLAT SILLS DE P-HOOK FOR BOX SILLS EXTERIOR INTERIOR EXTERIOR (EXT. OR INTO MOUNT) eK EXT. MOUNT ONLY INTERIOR 75 60 OR 61 103 LOCK PART 103 LOCK PART LOCK PART 75 & 107-110 75 & 107-110 75 & 107-110 61 5 INTERLOCK em 14 113 60 60 61 61 118 5 113 113 EXTERIOR � EXTERIOR 11 88575 EXTERIOR 7 67 68 * ITEM #61 (HEAVY-DUTY STANDARD ASTRAGAL #67 D ASTRAGAL DN1 900 OUTSIDE CORNER 900 INSIDE ER STILE) SHOWN, ITEM #60 E WITH STANDARD STILES ILES #60 L2 WITH HEAVY-DUTY TI ES #61 2 TRACK SHOWN N2 2 TRACKS OWN (STANDARD STILE) ALSO EXTERIOR BOX ASTRAGAL SHOWN EXTERIOR BOX ASTRAGAL SHOWN APPLICABLE, SEE TABLES (BOX -OUT) MAY ALSO BE INSTALLED (BOX -OUT) MAY ALSO BE INSTALLED 1-3, SHEETS 6-8 FOR DP TOWARDS INTERIOR (BOX -IN) TOWARDS INTERIOR (BOX -IN) (PSF) ASSOCIATED WITH STILES. 4 INTERIOR 31 vRJDUCP RENEWBD LOCK PART 75 & 107-110ARM as complying withlk WAb INTERIOR 4 5 gig Code Acceptance;4 j ^ (j Z/a • 0 r 1350 5 Expiration Date—�,,EyZ s" 4 INTERIOR r� i . By ENRON 11 7 135° 14 5 61 32 103 61 EXTERIOR 61 32 11 5 .��illrrr , LOCK PART 31 103 61 �L EXTERIOR 7 �� ONo LY,0i�' 75 & 107-110 �/ 14 DE 1350 INSIDE CORNER �\�\ / i �� 02 2-TRACK SHOWN % � ��F 4' ��CENS'aOe 1350 OUTSIDE CORNER Q •. 00 01 2-TRACK SHOWN e y : No. 58705 - �, . . 1070 TECHNOLOGY DRIVE Description: Q S ATL F me N. VENICE, FL 34275 HORIZONTAL SECTION DETAILS, CORNERS ' (941)480-1600 Title: /��'s��®�►�,L ����` Revsd By: Date: Revisions: CERT OFAUTH. #29296 SERIES 670 ALUM. SGD - NON -IMPACT JR 04105117 C NO CHANGES THIS SHEET. Series/ModeF Scale: Sheet: ng No. R ev: J J; r t L 1\ L A. LYNN MIL'LEK, P.E. Drawn By: JR Date: Checked By: Date:2 02120/94 SGD-670 NTS 19 of 22TPGTO128 C P.E.# 58705 Item # PGT Dwg. # 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 SCREEN 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, 2-1/2" 21 17318 617318 SILL RISER - BOX LOW, 2-1/2" 22 17355 617355 SILL RISER - FLAT, MEDIUM, 3-114" 23 17354 617354 SILL RISER - BOX MEDIUM, 3-1/4" 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 17376 1::17378 617376 135 CORNER 32 1 617378 1135 FIXED MOUNT ITEMS 40-53 ARE SCREEN PARTS: 40 4319 612258 SCREEN SIDE RAIL - LOCKSTILE 41 7LOCKWGSK SCREEN LOCKSET 42 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 1726 1" X4" X 1/16" SET. BLOCK, NEOPRENE 85 +/-5 JR JR 04/05/17 C NO CHANGES THIS SHEET. a[e: Checked 8y: Date: 02/20/14 Item # PGT Dwg. # NOTES: 2) ITEMS # 3339 -, 56-59, 66, 81, 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 REIVEWF� as complying with tht' 8oidieg Code e, =L / 0 I Acceptaece � � q _' / Expiration Date �11111111/�/ LICENSE ������� No.58705 90 1070 TECHNOLOGY DRIVE Description: �4 ORIi�P. •' ��� N (94�)480-160075 Title: PARTS LIST '•SS G�\�� T. OFAUTH. #29296 SERIES 670 ALUM. SGD - NON -IMPACT / � ONAL 1'\ series/ModeC Scate: Sheet: Drawing No. Rev A. LYNN MILLER, P.E. SGD-670 NTS 20 of 22 PGT0128 C P.E.# 58705 5,069" 8.562" �� 1.36" 1.36" 0.080" 1 1 1.872" LL LLJL1.505" 1.211 " 0,081" 1.019" 0.081" O 10 L 0.081" f (6063 T6 AL) 6063 T6 AL) ( STIREEN 4o 6.198" (6063-T6 AL) 6.198" - 6.526" 5.069" 0.080" �FFI 1.045" L I 1.505" 1.211 " I '� 1 11 1.993" 0.062" o.os1° O2 2-TRACK HEAD W/ SCREEN TRACK (6063-T6 AL) 3-TRACK SILL (6063-T6 AL) 14 2-TRACK JAMB i SCREEN 45 TOP RAIL (6063-T6 AL) (6063-T6 AL) 7.105" - 2-TRACK JAMB W/ - 6.221" - I 15 SCREEN TRACK 0.080" (6063-T6 AL) 1.36" [P7� A 1.505" 0.875" 1.211" 7 1.36" 1.993" 0.062" 000811, O 3-TRACK HEAD O8 2-TRACK SILL W/ SCREEN TRACK - (6063-T6 AL) (6063-T6 AL) 0.081" SCREEN 46 BOTTOM RAIL (6063-T6 AL) 9.142" 0.081 " 4.49" --�I 0.080" �°i20l)UC1i RENEWED 1,505" 7.105" as CO3�plyingwith the 1.211 If �g guiding CodeAcceptance -� l 1 No ExpirationDete��--_1-.0-�32f'" 9.141' 0.081 " O4-TRACK HEAD (D TRACK SILL `� (6063-T6 AL) (6063-T6 AL) 1.5141 0.060" 1 II r 0.062 0.532" i 0,760" 1.260" o.060° } 1.516" If 1.990" s FRAME HEAD/JAMB SCREEN FRAME SILL 12 SCREEN FRAME SILL SCREEN 13 ��` 1 /� /moo ADD -ON ADD -ON END ADD -ON �6 3-TRACK JAMB ,• LIGENSF • lei 0000 000 (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) `� .joor REQUIRES MIN. #10 SMS REQUIRES MIN. #10 SMS y :' No. 58705 OR 3/16" MASONRY OR 3/16" MASONRY 17 4-TRACK JAMB - ANCHORS @ 24" MAX. O.C. ANCHORS @ 24" MAX. O.C. (6063-T6 AL) ® STATE F �(/ 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 Description: EXTRUSIONS , ,[�'• R of � %4�s . � OR f D P, SEE SHEET 17 FOR SILL RISERS. (941)480-1600 Title. 7i v' Revsd By: Date: Revisions: CERT. OF AUTH.#29296 SERIES 670 ALUM. SGD - NON -IMPACT 77'�Io��L,�`�` JR 04105117 C NO CHANGES THIS SHEET. Series/Model Scale: Sheet Drawing No. A. LYNN MILLER, P.E. Drawn By: Date: Checked By: Date: JR 02120114 O SGD-670 NTS 21 °t 22 PGT01287TeC� P.E.#58705 0.718" 0.83" 3.802" 2.304" 3.802" � I� 0.752" rl 0.752" + I 1 � Tc 0.885" 0.574" � 1.163 " 0.796" f 0.062 0.264" 0.080" f 1 UK" 0.233" � 0,062" J i 0.075 J O5 FRAME 11 SILL 26 - K OTRACK OP HOO 28 P-HOOK MOUNTING 29 P-HOOK SCREW 3o P-HOOK OADAPTOR OCOVER FOR BOX RISER SCREW COVER (6063-T6 AL) 0,080" (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) 4" l A55"/ 2.30 1.488" �4 1 0.080" � � 0.830" 0.062" 1.600 0.133" 1.600 0.062" 1.303" f 080" 1.870 l 1,888" .016' - 1 1 0.325" 1.974" i 3.125" �� 3.125" 1 0.062" f 2.44" O31 135° CORNER 32 135° FIXED MOUNT so O O STANDARD STILE 61 HEAVY DUTY STILE INTERLOCK s2 O O INTERLOCK s5ADAPTER (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) SCREW COVER (6063-T6 AL) (6063-T6 AL) 3.979" 3.979" 4.125" - � _ 1.050" 1.050" 1.050" 0.075" 0.075"ILI 1.645" 1.645" 0,062" 1.304 .289" � " .611 f.045" 849" q1 f .045" �- I3.25" .045" 0.12511" 0,281 " s7 STANDARD ASTRAGAL s8 HEAVY DUTY ASTRAGAL s9 TOP/BOTTOM RAIL NG 3/1611 11 8o 78 1/4 79 LAD (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (II G.) BEAD, FIXED GLAZING vRODUCT RENEWED (6063-T6 AL) PANEL CLIP BEAD as c0mph14mgw1y*01 (6063-T6 AL) (6063-T6 AL) stfliding Code _ 1.003" .acceptanceNO Expiaa4lon Dateel.�iZG�-C� 1.03" 1 4 5.621" Dade ' 0,757" 0.080" Mimini 0,050" 105 PANEFIXED L CLIP f 0.70 9 2.893" 0.133" (6063-T6 AL) 1.498" 0,133" 1 A98" L 0.080" .550" 0.863 4„ \ \ \ I ! I 0,709" 123 FIXED PANEL RETAINER, 7/8" 5.621" 120 900 INSIDE CORNER ASTRAGAL \ 7 �,�`�pNY•LY,hiN�� 0,080" �� (6063-T6 AL) 2.826 119 900 OUTSIDE CORNER ASTRAGAL (6063-T6 AL) ' uCEN. PANEL 118 900 INSIDE/OUTSIDE 3-T6 AL) P��:. v No. 8(606FIXED 106 RETAINER, 9/16" CORNER RECEIVER 58705 = (6063-T6 AL) (6063-T6 AL)be DRIVE Description: O� °. ST TE 0 •[/,�� 1070 TECHNOLOGY N. VENICE, FL 75 V QjZ�p ;��,` (941) 480-1600 FnTo Title %C� ��,��� NAB Revsd By: Date.: Revisions: CERT OF AUTH. #29296 - SERIES 670 ALUM. SGD - NON IMPACT / `\ �` f I JR 04105117 C NO CHANGES THIS SHEET. Series/ModeC Scale Sheet: Drawing No. Rev I I I J i I i\\ A. LYNN M{LLER, P.E. Drawn By: Date: Checked By: Date: JR ate: 94 SGD-670 NTS 22 of 22 PGTO128 C P.E.# 58705