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Home My WebLink AboutSGD 670 NOAThis 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. 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 11/22/179, 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 1 and evidence pages E-1, E-2 & E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. MIAMI DADE COUNTY NOA No. 19-1126.01 E Expiration Date: April 07, 2025 Approval Date: January 09, 2020 �� 1 0 Page 1 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, #11-1018.17/#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 NoFTL-7554, 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 ATI72138.01-401-18. 4. 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 (submitted under file #14-0123.11) 1. Anchor verification and comparative analysis dated 03/18/14, 06/25/14 and last revised on 01/30/15, sheets 1 thru 67, prepared by PGT, signed and sealed by Lynn Miller, P. E. 2. Glazing complies with ASTME-1300-02, -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 (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 # 15-1013.14, 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 (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. 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 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 Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance to FBC 2014(5th 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. 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. I haq 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 914-0123.11) 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 # 15-1013.14, 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 (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. 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 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 (61h 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 Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance to FBC 2014(5"' 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. 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. 1 , �� 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-3 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS 1. None. C. CALCULATIONS (submitted under file 417-0420.09) 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 (6th 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 April 07, 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 E-4 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 + 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: o2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION o2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION oASTM E1300-09 oANSI/AF&PA NDS -2015 FOR WOOD CONSTRUCTION oALUMINUM DESIGN MANUAL, ADM -2015 oAISI S100-12 oAISC 360-10 JR I 04/05/17 I C I UPDATED TO FBC 2017: REV. TABLES 1; 2,3&A. mn By.: Date: Checked By: Date: JR 102120/14 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 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941) 480-1600 CERT. OF AUTH. #29296 TAR[ F 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, (Fy=60 ksi, F„= 95 ksi) #12 410 SS SMS, (Fy= 90 ksi, F,= 110 ksi) Southern Pine (SG = 0.55) 9/16" 7/8" 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" 3" 2" Jamb / P -hook Hollow Block (ASTM C90) 2" 3" 1 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) out ern Pine (SG = 0.55) 9/16" 7/8" 1-318" 6063-T5 Aluminum 3/8" 9/16" 0.090" All A36 Steel 3/8" 9/16" 0.050" Gr. 33 Steel Stud 3/8" 1 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 ! 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. 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 �� . ' L,CENs ' .l THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF No. 58705 SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION.S ST lij\ Descriptio" O� ,GENERAL NOTES AND MAP RID .,FSS <O . , . �G SERIES 670 ALUM. SGD - NON -IMPACT ��NAL Series/modes Scats: Sheet: Drawing No. Rev: A. LYNN MILLER, P.E. O SGD-670 NTS 1 0, 22 PGTO128 C P.E.# 58705 RENEWED 3 WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2" THICK. as eocrtr3yirg cw-�sh iris °Eiet'ldfr as caw- lyi _ 1wit PROPERLY SECURED, 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS Bailtrnncwle 17_ tt21,p1 b INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS AccLpt..Cc NO Expiration llate d d7,ote� 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 Miami Dwk r—luctt;vmw 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 �� . ' L,CENs ' .l THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF No. 58705 SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION.S ST lij\ Descriptio" O� ,GENERAL NOTES AND MAP RID .,FSS <O . , . �G SERIES 670 ALUM. SGD - NON -IMPACT ��NAL Series/modes Scats: Sheet: Drawing No. Rev: A. LYNN MILLER, P.E. O SGD-670 NTS 1 0, 22 PGTO128 C P.E.# 58705 EXAMPLE CONFIGURATIONS MAX. UNIT WIDTH NOM. PANEL WIDTH _ PER TABLES 1-3 Gw 12 Ge MAX. UNIT 13 HEIGHT PER TABLES 1-3 f 1 -PANEL I I NOM. PE I I 1 JW JC Iwow 14 14 IZC� Kw Kc 14 14 Jw Jc 1 Q 19 Www �x 14 14 Kw Kc I o p MAX E CLa POCKET 14 14 ij¢i 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 12 13 He 19 19 19 19 19 Jw JC 1 14 14 I w, Kc I > 2) 90° & 135° CORNER CONFIGURATIONS CAN BE A COMBINATION IV 12 13 19 19 19N 195 19 14 14 i z a o OF ANY 2 STRAIGHT CONFIGURATIONS. MAX. UNIT Iw Ic M M M M M 19 19 / I�acn I Q HEIGHT, 12 13 19 19 19 / Z) CC I w '�" = 3) FOR NOM. PANEL WIDTH, SEE TABLES 1-3. 96" OR 120" / / / / / / U ¢~ ° a w "X" =OPERABLE PANEL, POCKET "O" = INOPERABLE PANEL, "p" = POCKET 6 -PANEL CONFIGURATIONS w Dc w Ec w Fc 12 13 12 13 12 13 DETAIL LETTER 11 w" = WOOD OR METAL INSTALLATION MAX. UNIT WIDTH — "c" = CONCRETE INSTALLATION Ac Bc Ow Cc NUMBER NOM. PANEL WIDTH Aw w SHEET PER TABLES 1-3 12 13 12 13 12 13 Gw Gc JW JC i DLO WIDTH = NOM. PANEL WIDTH - 7" 12 13 19 19 19 19 19 19 14 14 i DLO HEIGHT = DOOR UNIT HEIGHT - 10.125" 19 19 19 19 19 19 ,1 14 a a o PANEL HEIGHT =DOOR UNIT HEIGHT - 1.866" MAX. UNIT 12 13 Iw Ic M M M M M M HEIGHT 12 13 19 19 19 19 19 19 / I Q i PER TABLES 1-3 / / / / / / / Y Q �oQw a POCKET 7 -PANEL CONFIGURATIONS w Dc w Ec w Fc 12 13 12 13 12 13 t'RODUCi RENEWED as complying with the Eieridw — guiding Code 1� t •0� 2— No 2 MAX. UNIT WIDTH Acceptance gxpim:iou DdftD44V74nr NOM. PANEL WIDTHAw Ac w Bc cw Cc %1'4i^, . \1- —I-,. PER TABLES 1-3 12 13 12 13 12 13 1 Gw Gc L1 13 19 L1 L1 L1 L1 L1 19 19 19 19 19 L1 19 Jw Jc 14 14 I I Q 512 c L2 12 13 19 L2 L2 L2 L2 L2 19 19 19 19 19 L2 19 Kw Kc 14 14 I o - Ip � o MAX. UNIT Iw Ic M M M M M M a HEIGHT 12 13 19 19 19 19 19 19 19 / j w w w PER TABLES 1-3�CL v��Illlllll� � �� LA � POCKET � �\\\��0....... CENIS��/�///i 8 -PANEL CONFIGURATIONSw Dc w Ec w Fc No.58705 = �'• 12 13 12 13 12 13 - �= ti � I �- 44i o STA 1070 TECHNOLOGY DRIVE Description. ,� •, TE OF '(/' N. VENICE, FL 34275 EXAMPLE CONFIGURATIONS F4OR10P,. ' (941) 480-1600 Tille: // S \ �'/ �dNAL EN Revsd By.. Date: Revisions: CERT. OF AUTH.#29296 SERIES 670 ALUM. SGD - NON -IMPACT l l ! I I I t. � JR 04/05/17 C NO CHANGES THIS SHEET. Series/M°dec Scale: sheet: DrawinoNo. Rev: A. LYNN MILLER, P.E. Drawn By: Date: Checked By: Date. JR 02/20/14 SGD-670 NTS 3 22 PG T0128 C P.E.# 58705 GLAZING DETAILS (G1 & G1A) 3/16" T GLASS 74 EXTERIOR 82 � a 3/4" NOM. GLASS 7s BITE EXTERIOR 54 3/16" TEMPERED GLASS, TYPE G1 1/4" T GLASS 74 PRODUCT RENEWED "comps? ngwi*tbgFfotiik EXTERIOR 82 ��ce e t a 11��L� 3/4" NOM. sly. . GLASS �lpde� BITE 78 I 54 1/4" TEMPERED GLASS, TYPE G1A • LICENSE: • �� i �� No -58705 3.Q _ 1� Iolk cr, GLAZING NOTES: "T" = TEMPERED Description: 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 GLAZING DETAILS © '• ST TE OF T � •' � ` i cLORION (941) 480-1600 rue: '- /ONAL RevsdBy: Date: Revisions: JR 04/05117 C NO CHANGES THIS SHEET. CERT. OFAUTH. #29296 SERIES 670 ALUM. SGD — NON—IMPACT Series/Modes Scate: Sheet: Drawing Na. r Rev: A. LYNN MILLER, P.E. Drawn By: Date: Checked By. Date: JR 02/20/14 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 1.051 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 1241 127), GLAZING NOTES: "T" = TEMPERED 1" NOM. 7A \ 3/4" NOM. GLASS BITE 1" I.G. GLASS. TYPE G2A Revsd By Date: I Revisions: JR 04/05/17 C NO CHANGES THIS SHEET. Drawn By: Date: Checked By: Date: JR 02120114 STRUCI POLYISOBUTl WITH DESIC EXT. GLA: SILICONE ,24 KODISPACE 4SG TPS BUTYL & DESICCANT FOAM EXT. GLASS 1/4" NOM. INT. GLASS _ALUMINUM REINFORCEMENT 5/16" NOM: U� —INT. GLASS 126 D U RAS EAL® SPACER HOT -MELT BUTYL STRUCTURAL SILICONE FOAM 3/16" NOM. WITH — DESICCANT 0 EXT. GLASS\ INT. GLASS ,25 SUPER SPACER®NXTTM POLYISO- DESICCANT FILL AREA BUTYLENE 5/16" NOM. SEAL SILICONE SEAL ROLL -FORMED STAINLESS STEEL INT. GLASS EXT. GLASS 127 XL EDGETM SPACER Part # Description Material 124 Kommerling 4SG TPS Spacer System 125 Quanex Super Spacer nXT with Hot Melt Butyl See this Sheet for Materials 126 Quanex Duraseal 127 Cardinal XL Edge Spacer REFERENCE TEST REPORTS: FTL-8717, 8968 & 8970 1070 TECHNOLOGY DRIVE Description: N.EN480-1600 I 75 ,GLAZING DETAILS CERT. OFALITH. #29296 SERIES 670 ALUM. SGD - NON -IMPACT nT 7 Series/ModeC Scale:TS Sheet: Drawing No. PGT0128 C Rev' SGD-670 N 5 et 22 as complying with the FjWW guiding Code Acceptance No f ExpiraRioo ►ate t �.�.2 By k l.. . Mini Q+eie ' 111111111 ��1Y LYN/v LICENSE P •' 3 No. 58705 !��- O-� SATE OF `IrI1 111\ A. LYNN MILER, P.E. P.E.# 58705 TABLE 1: Design Pressure (DP) and Anchor Quantities Required, (for all approved configurations on Sheets 2 & 3) (Water Infiltration Rating) Sill Riser Height Straight Astragal For comer astragal anchorage on 90` or 135` comer units. see sheet 11 Sheet 17) CERT. OF AUTH. #29296 Flush - 1-1/2" see note 3 Low - 2-1/2" +46.67 Medium - 3-1/4" + 60.0 High - 4" +90.0 Door Unit Height Standard Stile Standard Stile Standard Stile Standard Stile Table applies to all Glass types and Heavy-duty Stile Heavy-duty Stile Standard Astragal Outside Corner Outside Inside Corner 80" 84" Corner 90" FE 96" the Stile/Astragal Types shown below. Inside Corner Outside Inside Corner Corner 69-7/8" DLO Part #60 (Stile) 73-7l8" DLO Part #61 (Stile) Part #119 (Out.) 79-7/8" DLO Part #60 (x2) 85-7/8" DLO Part #60 Positive (+) DP may be limited by Part #60 Part #118 (Corner Part #120 (In.) Parts #31 & #32 Part #61 Receiver) (Corn. & Fxd Mount) Anchor Group Anchor Group Anchor Group Anchor Group Table 1A. A I B C I D A B C I D A I B I C F D A 1 B 1 C I D Design Pressure +90.0 / -127.1 +90.011-120 +90.0 / -110.8 +90.0 / -102.9 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+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 / -106.3 +90.0 1-100.2 +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+8 7+8 7+8 7+8 7+8 Design Pressure +90.0 / -92.9 +87.3!-87_3 +80-01-80 +73.8 / -73.8 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 36" Jamb 10 8 1 8 8 10 8 8 8 10 8 8 8 10 8 8 8 DLO _ P -hook 6+7 1 6+7 1 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 Design Pressure +83.711 -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 a DLO Jamb 10 1 8 8 8 10 8 8 8 10 8 8 8 10 8 8 8 c P -hook 6+7 1 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 1 7+8 7+8 7+8 7+8 7+8 7+8 7+8 EDesign c Pressure +77.111-7772.01-72 .1 + +65.5 / -65.5 +60.01-60 z 48 41" Head/Sill C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+21C4+2 C4+2 C4+2 C4+2 C4+2 G4+2 C4+2 DLO Jamb10 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 1 7+8 7+8 7+8 7+8 1 7+8 7+8 7+8 Design Pressure +72.51 -72.5 +67.4 i -67.4 +61.01-61 +54.71 -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 C4+2 DLO Jamb 10 1 8 8 8 10 8 8 8 10 1 8 8 8 10 8 8 8 P -hook 6+7 1 6+7 6+7 6+7 7+8 7+8 7+8 7+8 1 7+8 1 7+8 7+8 7+8 7+8 7+8 7+8 7+8 Design Pressure +69.1 / -69.1 +64.01-64 1 +57.6 / -57.6 +50.6 / -50.6 60" 53 Head/Sill C4+3 C4+3 C4+2 C4+2C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 04+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 6+7 6+7 6+7 7+8 7+8 1 7+8 1 7+8 1 7+8 1 7+8 1 7+8 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" TABLE 1A: Sill Height to Max. (+) DP (Water Infiltration Rating) Sill Riser Height Straight Astragal (Flat or Box, see (+) Design Lockstile @ Pressure, psf Sheet 17) CERT. OF AUTH. #29296 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 LENGTH OH LENGTH w OH RATIO = OH HEIGHT Lu 0 OH RATIO >_ 1 = p Ol I 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. TNF Fnl I n\A/INr DTII F R A.qTRAC;AI TYPFR SHAT I RF I I.qFD FOR TARI F 1 SFF SHFFTS 21 R 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 @ CERT. OF AUTH. #29296 CE) SERIES 670 ALUM. SGD - NON -IMPACT Assembly Straight Astragal Assembly 90° Astragal Assembly 135° Astragal Standard Stiles Standard Stile Standard Stile Standard Stile Standard Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Standard Astragal Outside Corner Outside Inside Corner Corner FE 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 #120 (In.) Parts #31 & #32 Part #61 Receiver) (Corn. & Fxd Mount) PRODUCT REMEM as complylln wit6 INS SuWng Code Acceptance Ns I1L( Expiration Date t1►l B ►t-�� 11 sad !kids P duct ' 0 C E N 36: _ o. 58705 =_-7U- 1� ATE OF! 'S�/OI VAL. "-\ \\\ \\\\� /1//11 r 1 A. LYNN MILLYR\, P.E. P.E.# 58705 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 Description DP AND ANCHORAGE (941) 480-1600 Title: CERT. OF AUTH. #29296 CE) SERIES 670 ALUM. SGD - NON -IMPACT sd By: JR Date: 04/05/17 Revisions: C REVISED TABLE 1. Series/Model: SGD-670 Scale: NTS Sheet: 6 et 22 Drawing No. PGTO128 Rev: C wn By: JR Date: 02/20/14 Checked By: Date: PRODUCT REMEM as complylln wit6 INS SuWng Code Acceptance Ns I1L( Expiration Date t1►l B ►t-�� 11 sad !kids P duct ' 0 C E N 36: _ o. 58705 =_-7U- 1� ATE OF! 'S�/OI VAL. "-\ \\\ \\\\� /1//11 r 1 A. LYNN MILLYR\, P.E. P.E.# 58705 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. Interlock P -hook Lockstile @ Jamb Straight Astragal Assembly Lockstile @ Straight Astragal Design Pressure (DP) and Anchor Quantities Required, (for all approved configurations on Sheets 2 & 3) Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile 5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. OH RATIO = OH LENGTH OH HEIGHT 1 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. COutside Standard AstragalOtid Outside Corner Inside Corner For comer astragal anchorage on 90` or 135' comer units.. see sheet 11 Drawn By Date: Checked By: Date: JR 02120114 SGD-670 NTS 7 e/ 22 PGT0128 C C Corner Inside Corner Outside Unit Height Corner Part #61 (Stile) Part #61 (Stile) Part #119 (Out.) Part #61 (Stile) Table applies to all Glass types andDoor Stile!Astragal types Part #61 80" Part #67 (Astragal) Part #61 84" Part #120 (In.) parts #31 & #32 90" 96" 102" (Corn. & Fxd Mount) 108" 114" 120" the shown 69-718" DLO 73-7/8" DLO 79-7:8" DLO 85-718" DLO 91-7/8" DLO 97-7.8" DLO 103-7/8" DLO 109-7/8" DLO below. Positive (+) DP may be limited by Table 2A. Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group A I B I C I D A I B I C T D A I B I C I D A I B I C I D I A B I C 1 D 1 A I B I C I D A 1 B 1 C I D I A I B I C T 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+i 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 8 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+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 1 7+8 7+8 1 7+8 8+9 1 8+9 8+9 8+9 8+9 1 8+9 8+9 1 8+9 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 Design Pressure +90.01 -141.8 +90.0 ; -133.6 +90.0 / -122.9 +90.0 / -113.8 +90.0 i -105.9 +90.01 -99.1 +90.0 i -93.1 +87.8 / -87.8 23" Head;Sill C5+2 C5+2 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+M8+98+9 5+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 8 12 10 1010 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 8+9 8+9 8+9 8+9+g 8+9 8+9 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 Design Pressure +90.0i -123.9 +90.0 i -116.4 +90.0 / -106.7 +90.0/ -98.5 +90.0/ -91.5.3 ; -85.3 +80.0 /-80.0 +753 /-75.3 29" HeadlSill C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 CS+2 CS+2 C5+2 C5+2 C5+2 C5+2 C5+1 C5+1 C5+1 C5+1 C5+5+1 C5+1 C5+1 C5+1 C5+1 C5+1 C5+1 C5+1 C5+1 C5+1 C5+1 36" DLO Jamb 12 10 8 8 12 10 8 8 12 10 8 8 12 10 8 8 12 10 1010 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+g 8+9 8+g 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9+g 1 8+9 8+9 9+1019+10 19+1019+10 9+10 9+10 9+10 9+10 Design Pressure +90.0.1 -111.6 +90.0:' -104.5 +90.0,1-95.4 +67.8,1-87.8 +81.3 / -81.3 +75.7 / -75.7 +70.8 / -70.8 +66.5 / -66.5 35" Head/Sill C5+2 I C5+2 C5+2 C5+2 C5+2 CS +2 C5+2 I C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+1 C5+1 C5+1 C5+1 C5+1 C5+1 C, 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 M P -hook 8+9 8+9 8+9 8+9 8+0 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 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 E 0 Design Pressure +90.0 i -'02.9 +9001-960 +87.3,, -87.3 +80.0 / -80.0 +73.8 / -73.8 +68.6,1-68.6 +64.0 ; -64.0 +60.0,1-60-0 Z 41" 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+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 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 1 8+9 8+9 8+9 1 8+9 1 8+9 1 8+9 8+9 8+9 1 8+9 1 8+9 8+9 8+9 8+9 8+9 9+10 9+1019+1019+10 9+10 9+10 9+10 9+10 Design Pressure +83.0; -83.0 +77.2/-77.2 +69.8,1-69.8 +63.81-63.8 47" 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 I C4+2 C4+2 C4+2 54" DLO Jamb 10 1 8 8 8 i0 1 8 1 8 18 10 8 8 8 10 8 8 8 P -hook 7+8 7+8 7+8 7+8 7+g 7+g 7-8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 Not available in these sizes Design Pressure ; +79.2,1-79.2 +73.3/ -73.3 +66.0,'-66.0 +60.0; -60.0 53" HeadlSill C4+3 C4+3 C4+3 C4+3 C4+3 1 C4+3 C4+3 C4+3 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 60" 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 1 7+8 1 7+8 1 7+8 1 7+8 1 7+8 1 7+8 1 7+8 1 7+8 1 7+8 1 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. Interlock P -hook Lockstile @ Jamb Straight Astragal Assembly Lockstile @ Straight Astragal 90° Astragal Assembly Lockstile @ 90° Astragal 135° Astragal Assembly Lockstile @ 135° Astragal Heavy-duty Stiles Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile 5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. OH RATIO = OH LENGTH OH HEIGHT 1 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. COutside Standard AstragalOtid Outside Corner Inside Corner - NON -IMPACT JR 04/05/17 C REVISED TABLE 2. Series/Model: Sle: Sheet: Drawing No. Rev: Drawn By Date: Checked By: Date: JR 02120114 SGD-670 NTS 7 e/ 22 PGT0128 C C Corner Inside Corner Outside 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) NOTES: (Water Infiltration Rating) 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. (+) Design WHEN USING THE 4" SILL, POSITIVE WATER DP IS 90.0 PSF MAX (NEGATIVE PRES. UNCHANGED). SEE TABLE 2A. OH LENGTH 3) 4", 3-1/4" AND 2-1/2" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2" SILL IS NOT AND MUST ONLY BE USED = WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS O PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FBC (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR = 00 OH RATIO >_ 1 WATER INFILTRATION. C)4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. O= 5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. OH RATIO = OH LENGTH OH HEIGHT 1 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. SEE NOTE 3 1070 TECHNOLOGY DRIVE Description: N. VENICE, FL 34275 DP AND ANCHORAGE (941) 480-1600 Tie: Revsd By: Date: Revisions: CERT. OFAUTH. #29296 SERIES 670 ALUM. SGD IT- - NON -IMPACT JR 04/05/17 C REVISED TABLE 2. Series/Model: Sle: Sheet: Drawing No. Rev: Drawn By Date: Checked By: Date: JR 02120114 SGD-670 NTS 7 e/ 22 PGT0128 C TABLE 2A: Sill Height to Max. (+) DP (Water Infiltration Rating) Sill Riser Height (Flat or Box, see (+) Design Sheet 17) Pressure, psf Flush - 1-1/2" see note 3 Low - 2-1/2" +46.67 Medium - 3-1/4" +60.0 -0 High - 4" ;--90 SEE NOTES 1-3 DLO WIDTH = NOM. PANEL WIDTH - T' DLO HEIGHT = DOOR UNIT HEIGHT - 10.125" PANEL HEIGHT = DOOR UNIT HEIGHT - 1.866" VRODUCT RENEWED as complying with the SIorl1 Building Code ' ! " � � Zre • � � Acceptance No Expiration Date„dZf By iaaa� Dare Grafi t%'Jii lil// NY LY"V/V �,ICENSF ' No.58705 0 SPA)T TEO(�� i Sj ' AL Ill Ili A. LYNd MILLER1,. P". E. P.E.# 58705 TABLE 3: Design Pressure (DP) and Anchor Quantities Required, (for all approved configurations on Sheets 2 & 3) (+) Design Sheet 17) Pressure, psf For corner astragal anchorage on 90` or 135° corner units, see sheet 11 +46.67 Medium - 3-1/4" +60.0 1 High - 4" +90.0 Assembly 135° Astragal Heavy-duty Stiles Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Door Unit Height Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Table applies to all Glass types and Heavy-duty Astragal Outside CornerInside Outside Corner IIS- � Corner Inside 80" 84" 90" 96" Outside the Stile/Astragal types shown Inside Corner Corner Part #61 (Stile) Part #61 (Stile) 69-7/8" DLO Part #61 (Stile) 73-7/8" DLO Part #61 Part #61 79-7/8" DLO Part #61 Part #118 (Corner 85-7/8" DLO Part #61 below. Positive (+) DP may be Receiver) (Corn. & Fxd Mount) Anchor Type Anchor Type Anchor Type Anchor Type limited by Table 3A. A I B C I D A B C I D A I B C I D A B C I D Design Pressure +90.0 / -140.0 +90.0 / -133.0 +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+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+g 7+g 7+8 7+8 7+8 7+8 Design Pressure +90.0 / -159.5 +90.0 / -150.3 +90.0 / -138.2 +90.01-128 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 1 12 1 8 1 8 14 12 8 8 P -hook 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+1019+1019+1019+10 9+10 9+10 9+10 9+10 Design Pressure +90.0 / -139.4 +90.0 / -130.9 +90.01-120 +90.01-11 0.8 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 1 8 8 14 12 8 8 14 12 8 8 14 12 8 8 P -hook 9+10 9+10 F9+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 / -107.3 +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 a DLO Jamb 14 12 8 8 14 12 8 8 14 12 8 8 14 12 8 8 c P -hook 9+10 9+10T-§-+1 0 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 +90.01 -115.7 +90.01-108 +90.0 / -98.2 +90.01-90 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 1 8 8 14 12 8 8 14 12 8 8 14 12 8 8 P -hook 9+10 9+10 F9+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 +831-83 +77.2 / -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+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 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 Design Pressure +79.2 / -79.2 +73.3 / -73.3 +661-66 +581-58 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 1 10 8 8 8 10 8 8 8 1 10 8 8 8 P -hook 7+8 7+8 7+8 7+8 1 7+8 7+8 7+8 1 7+8 7+8 1 7+8 7+8 7+8 1 7+8 7+g 7+g 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" TABLE 3A: Sill Height to Max. (+) DP (Water Infiltration Rating) Sill Riser Height Straight Astragal (Flat or Box, see (+) Design Sheet 17) Pressure, psf Flush - 1-1/2" see note 3 Low - 2-1/2" +46.67 Medium - 3-1/4" +60.0 1 High - 4" +90.0 SEE NOTES 1-3 OH LENGTH I� _ (7 _ 00 OH RATIO >_ 1 = p O OH RATIO = OH LENGTH OH HEIGHT 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. I PRODUCT RENEWED THE FOLLOWING STILE & ASTRAGAL TYPES SHALL BE USED FOR TABLE 3, SEE SHEETS 21 & 22 FOR PART DIMENSIONS AND SHEETS 18 & 19 FOR ASSEMBLY DETAILS Interlock P -hook Lockstile @ Jamb Straight Astragal Lockstile @ 90° Astragal Lockstile @ 135° Astragal Lockstile @ Assembly Straight Astragal Assembly 90° Astragal Assembly 135° Astragal Heavy-duty Stiles Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Astragal Outside CornerInside Outside Corner IIS- � Corner Inside Corner Outside Inside Corner Corner Part #61 (Stile) Part #61 (Stile) Part #119 (Out.) Part #61 (Stile) Part #61 (x2) Part #61 Part #61 Part #68 (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 T le, sd By. Date: Revisions: CERT. OFAUTH. #29296 SERIES 670 ALUM. SGD - NON -IMPACT JR 04/05/17 C REVISED TABLE 3. Ser wn By: Date: Checked By: Dale: O ies/Model: Scale: Sheet Drawing Na JR 02/20/14 SGD-670 NTS 8 el 22 PGT0128 as complying with the EloritM Suiding Code L7 Acceptance Noce -=-'6 1 Expiration Date -4"__24 - By B / s .\ . -, Miami Dade P duct Gmtett'eR �ttIIlI11� ANY LYA1/V'j � �'� • •• L�CENSF'•:��fi�� _ No. 58705 ' �13 l� �; O� SATE A. LYNNWILLER, P.E. 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 DETAILS, SHEET 10 FOR "C6" NOTE, REQUIRES SHEET 10 FOR INTERLOCK EXTERIOR PLANE SEE TABLE 2, SHEET 7 INTERLOCK 24" MAX. O.C. THIS POCKETS CLUSTER, SEE AND 42" NOM. SHEET SEE AMB POCKET (9) P-HOOK--_-_---� x + ~ PANEL WIDTH DETAILS, SHEET 11 x x x x x x Z \ x x x 6" MAX. MOUNTINGx x x x x xxx x x x x x INSTALLATION, ADAPTER 6" MAX. _ x x x x x x x f xxx xx THIS SHEET ANCHORS MIDWAY14 I O' 3" MAX. o' & SHEET 14 BETWEEN P -HOOK 4 PAIRS OF ANCHORS & AT 3" + A o x - FRAMEx x ANCHORS 01 74 FROM TOP & w 14" o� � ANCHORS 96 (TOTAL 8 BOTTOM 21" MAX. o MAX. O.C.y o UNIT ANCHORS) z �® 14" MAX. O.C. o 4.051" O.C. --8" MAX. TO OPENING co o f o-� (� ®- P -HOOK HEIGHT PER JAMB EDGE OF POCKET SEE w a 6' f O ANCHORS x x (SEE JAMB } INSTALLATION Q ° i DETAIL DETAILS 'Jc' & 'Kc', m � ®' I m o - P -HOOK BELOW) ,r o END PANEL SHEET 14 & PART w a ® ;U MOUNTING 11 x 24" MAX. ANCHORAGE DETAILS 'J' &'K',� 0 3" MAX. ADAPTER x (2 ANCHORS) SHEET 19 FOR ° _ I ANCHORS O.C. P -HOOK L-__ _6" MAX. l X x +2 ANCHORS x x x x - - x x x xxx �' �� END PANEL xx ANCHORAGE END PANEL x' x. x x x x x x x x x x x' 6" MAX. ANCHORAGE (SEE ANCHORAGE '� I x ' x x x x `j' �„+2„ �„ SKETCH BELOW) +2' �"+2" (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, 90° 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: ANCHORAGE EXAMPLE NOTES: 11j,NON-STRUCTURAL END PANEL ANCHOR EXCEPTION, (°+l" ANCHORAGE ONLY): ANCHORS MAY BE ADDED l 1 APPROVED ANCHORS: SEE TABLE A, SHEET 1 ) DISTANCE TO NEXT AS NEEDED TO ALIGN THE I I 1 T 2) ANCHOR LOCATION SPACING FOR ANCHOR f CLUSTER TO BE i EXTERIOR HEAD SILL IF A SPLICE 42" QUANTITIES SPECIFIED IN TABLES 1-3, SHEETS 6-8: 24° O.C., OR LESS CENTERLINE OF 21 OCCURSS 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 feENTERUNeoFeNDPaNeL auidingyingwiththe DETAILS, SHEET 10 BuidingCode FOR INTERLOCK AND CORNER ASTRAGAL LOCATION, PLUS ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY f Acceptance t 0 I q - l (_4 REQUIRED IF THE O.C. DISTANCE TO THE NEXT ANCHOR SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE 5.64" Expiration DR CLUSTER IS OVER 24", OTHERWISE ANCHORS ARE NOT p 2 r "+2" ANCHORAGE ANCHORS PER PANEL. ADDITIONAL ANCHORS 24' REQUIRED AT THE MIDSPAN AS PER THE FIGURE ABOVE: /( 3.5" DV ALL` O.C. MAXIMUM. 6" MAX. f�naiDatie ctaeDs�J' 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. ANCHOR PAIR REQUIRES "+2" ANCHORAGE SEE "C5" CLUSTER END PANEL (• "C6" CLUSTER, SEE CENTERLINE DETAILS, SHEET 10 ACENTERLINE ANCHORAGE DETAILS, SHEET 11 �I FOR ASTRAGL �AOSTRAGAL (2 ANCHORS) 8" I TERLOCK 4.051" I 3.5" I MAX. ��`( LYNN A _IGENgF Q _ * ;' ND. 58705 • • • • CENTERLINE "+2" ANCHORAGE ---/CENTERLINE "+2" ANCHORAGE—/CENTERLINE EXTERIOR � � OF PANEL 3 OF PANEL 4 OF PANEL 5 SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS _ � ° //// I a' �ATE 1070 TECHNOLOGY DRIVE Description: N. VENICE, FL 34275 ANCHORAGE SPACING & EXAMPLE PLANS �O . �441� OF (941)480-1600 Re sdy RevC'ons: SERIES 670 ALUM. SGD NON ?n(D /77V/S/` - -IMPACT ate; 17 UPDATED EXAMPLE TO NEW ANCHOR QUANTITY. CERT. OFAUTH. #29296 \\ Series/Model: Scale: Sheet: Drawing Na Rev: /®I��l L� A. L/Y�PU MIL- P.E. Drawn By: Date: Checked By: Dale: JR 02/20/14 SGD-670 NTS 9 e' 22 PGT0128 C , P.E.# 58705 6" DIAG.2.04" ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR I (FOR SPLICE R ASTRAGAL OSPLICE LOCATION F INTERLOCK—IF NEEDED INTERLOCK—, CONDITION, USE INTERLOCK_�_IF NEEDED 2.04" CENTERLINE I CENTERLINE "C6" CLUSTER DETAIL) CENTERLINE i 1.75 1 1 6" DIAG. -- r 3.5" EXTERIOR 1.751. 7" 7� —� 3.5" 21.. 4" DIAG. + l 1 P l 4" DIAG. 1 O.C. d EXTERIOR 2.04"Q 26 .04" y 2.04" 21 I I 5.64" MAX. EXTERIOR y 3'5„ 7tt EXTERIOR 4" DIAG. 7„ _� EXTERIOR 7" ~ 3.5 r Q C' 15 � 7 6" MAX. f 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILLH 5.64" ASTRAGAL OR INTERLOCK ASTRAGAL OR INTERLOCK (�D_ ASTRAGAL OR INTERLOCK } 2-TRACK (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER FRAME JAMB f ANCHORS ARE REQUIRED, "C4") ANCHORS ARE REQUIRED, "C5") 6" MAX, ANCHORS ARE REQUIRED, "C6") 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) CENTERLINE 3.5" 2.04" 3.5" 3.5.. 7.. _�; ANCHORS MAY BE INSTALLED —0 21" EITHER IN THE EXT. OR INT. 2.04" MAX. 14" DIAG. TRACK (INT. SHOWN) 4.08" 4.08" 1 O.C. 1 2.04" NOTES: 9 N1 5.64" 1. ALL DIMENSIONS SHOWN ARE BASED ON MIN. EXTERIOR 7,. EXTERIOR 7 4" DIAG. EXTERIOR 3.5" ALLOWED. 3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEAD/SILL 3.5 6" MAX. 2. FOR HEAD OR SILL SPLICE C� ASTRAGAL OR INTERLOCK a(� ASTRAGAL OR INTERLOCK (a)- ASTRAGAL OR INTERLOCK �3-TRACK LOCATIONS/ANCHORAGE AT (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER FRAME JAMB P-HOOK SEE SHEET 9. ANCHORS ARE REQUIRED, "C4") ANCHORS ARE REQUIRED, "C5") ANCHORS ARE REQUIRED, "C6") ANCHOR PAIR rRoDuc'a' R>EnEW" FOR SPLICED ascompiyingwiththe E ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR II (FOR SPLICE (FOR SPLICE ASTRAGAL OR CONDITIONS ONLY: CONDITION, DO NOT � BuwjngCode / I M.-0 Acceptance iVo.,� INTERLOCK IF NEEDED INTERLOCK RLOC K �-I CONDITION, USE INTERLOCK SPLICE LOCATION USE THIS DETAIL) >ExpiWion CENTERLINE I ' CENTERLINE I "C6" CLUSTER DETAIL) CENTERLINE IF NEEDED I S� - .,..,•...� y 1375 , yJ 3.5" 3.5" 7„ 3.5' � c� ibis I 2.04" 4" DIAG. 2.04" 4" DIAG. 2.04" 2.04" 5.37" DIAG. } f + 4" DIAG. 4.08" I 2.04" 4" DIAIG. i111 r 3.5 ` NY LY�V/y + EXTERIOR EXTERIOR 7 EXTERIOR 7" 3 5" \�� Q 4-TRACK FRAME HEAD/SILL 75 4-TRACK FRAME HEAD/SILL � 4-TRACK FRAME HEAD/SILL �� .KENSF Q- . @ ASTRAGAL OR INTERLOCK @_ ASTRAGAL OR INTERLOCK @ ASTRAGAL OR INTERLOCKNo. 58705 (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER "C5") (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED, "C6") = a ANCHORS ARE REQUIRED, "C4") ANCHORS ARE REQUIRED, WITH & WITHOUT SPLICE CONDITION _ = -D : 1070 TECHNOLOGY DRIVE Description: / � 41 • � ®� '. ATE 4J IF (44 N. VENICE, FL 34275 ANCHORAGE, EXAMPLE CLUSTERS F \ ; <ORIDP.• . Revsd By: Date: Revisions: (941)480-1600 Tle: SERIES 670 ALUM. SGD - NON-IMPACT / S /`/// JR 04/05/17C NO CHANGES THIS SHEET. CERT. OFAUTH. #29296 8edesrM°dec state: sheet Drawing N°. ,/ONAI- Rev. A. LYNN MILLE~F4� P,E. Drawn By: Date: Checked By: Date: JR 02/20/14 SGD-670 N0 0 22 PGT0128 C P.E.# 58705 2.04" .. 2.04" 2.04" INTERIOR INTERIOR 2.04" NOTES: V 1. ALL DIMENSIONS SHOWN INTERIOR i, INTERIOR ° 7" ARE BASED ON MINIMUM 4" DIAG. 01 4" DIAL. 8.94 ALLOWED. 6.12" 6.12" 3.5" 3.5" 2. DETAILS DEPICT ANCHOR INTERIOR % ° INTERIOR 90° 13. 0 7 INTERIOINTERIOR 90° 1 '3. " 1 I EXTERIOR / QUANTITY AND SPACING, AND WOULD BE IDENTICAL 'o EXTERIOR � °: FOR EXTERIOR OR INTERIOR o 4" DIAG. EXTERIOR o 4" DIAG.\i ° / CORNER CONFIGURATIONS. 'd "+1"ANCHOR 3.5" 3.5' 4„ 3.5" 5" 4, EXTERIOR 2.04" 2.04" 7" 2.04" EXTERIOR 4 L3 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, "C4") ANCHORS ARE REQUIRED, "C6") ANCHORS ARE REQUIRED, "C4") ANCHORS ARE REQUIRED, "C6") "+2" ANCHOR 4.08" INTERIOR ° EXTERIOR INTERIOR 4.08 2.04" "+1" ANCHOR 4" DIAG. 4�r INTERIOR 3.5" f 7.41 " INTERIOR 135° 3.5" —� CENTERLINE 90° 0 7 OF PANEL EXTERIOR ° o .3 1 . 3 5„ "+3" ANCHOR 0 4.08"4.08" 7" 5.37" DIAG. 5.37" DIAG. ° 2.04" ° CENTERLINE o 4r, 3.5"4 OF PANEL f 3.5' EXTERIOR 7 EXTERIOR 7" 4„ INTERIOR O L "+2" ANCHOR 7" 4" DIAG. 90° CORNER EXTERIOR 135° CORNER n VIEWS CENTERLINE OF PANEL 3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL ("C6" ANCHOR CLUSTER REQUIRED ("C6" ANCHOR CLUSTER REQUIRED 0 INTERMEDIATE ANCHOR LAYOUT AT ALL 3-TRACK CORNERS) AT ALL 3-TRACK CORNERS) 4" DIAG. MODUCT RENEWED ° as compVm with me Floe 6.12" / r INTERIOR 2.04®g Code (1-1 (2b' O.' SukUINTERIOR Acceptance 1V8 2.04" 3 5' ExpirationDate-?o2� 6.12" 4,r FEXTERIOR 5.88" �Fo NTERLINE ��OF l �_ A BYZI� ° INTERIOR PANEL I{ INTERIOR 90° 3.5" 1 135° .+3" ANCHOR 4" 2.04" ° ° DIAG. j 7 o 6.12" + 4" DIAG. ° 6.12" G 3.5" 4.08" ° 7" EXTERIOR ° 0 0 o o 2.04„ 3.5" 41r 7' 4" DIAL. 3.5" 4 3.5" I �IIIIIIIr/;t ��NY LY"��Vx'I EXTERIOR / / EXTERIOR 2.04„ CENTERLINE \�� 1 � ° 90 CORNER ° 135 CORNER OF PANEL OCENS '• 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL 1 _ 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) = — -0 :� 4R;17 Description: 1070 TECHNOLOGYDRIVE N. VENICE, FL 34275 ANCHORAGE, EXAMPLE CLUSTERS O �� ' , i"�<ORIDP .• �' (941)480-1600 'QNAL � Revsd By: Date: Revisions:// CERT. OFAUTH. #29296 SERIES 670 ALUM. SGD - NON-IMPACT I JR 04/05/17 C NO CHANGES THIS SHEET.I/ Series/Model Scat.: sheet: I I I I 1 Rev: A. LYNN MILLER, P.E. Drawn By Date: Checked By: Date: JR 02120/14 O SGD-670 FgNo. NTS 11 °t 22 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: EDG;SEE THE METAL SUBSTRATE SEE TABLE A, SHEET 1 2-1/16" * SEE TABLE A, SHEET 1 2-1/16" * SEE NOTES: EXTERIOR 1/4" 1/4" 1/4" 1. ALL DIMENSIONS a MAX. MAX. EXTERIOR c SHIM EXTERIOR MAX. SHOWN ARE BASED SHIM ON MIN. ALLOWED. SHIM f a ;ANCHiORNOTES 2. METAL OR WOOD EMBEDMENT: f SUBSTRATES MAY BE SEE TABLE A, J USED FOR ALL FRAME SHEET 1 TYPES PER TABLE A, 2X WOOD WOOD ANCHOR TYP., 2X WOOD WOOD ANCHOR TYP., METAL TYP., SEEP., SHEET 1. TYP., SEE ANCHOR SEE ANCHOR NOTES TYP., SEE ANCHOR SEE ANCHOR NOTES TABLE A & ANCHOR 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 (D--E-3-TRACK FRAME HEAD pE 4-TRACK FRAME HEAD cw METAL INSTALLATION MIN 4" (HEAD & SILL) Aw WOOD INSTALLATION Bw WOOD 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 NOTESTYP., SEE ANCHOR SEE ANCHOR NOTES TABLE A & ANCHOR & TABLE A, SHEET 1 NOTE 3, SHEET 1 SEE & TABLE A, SHEET 1 NOTE 3, SHEET 1 SEE & TABLE A, SHEET 1 NOTE 4, SHEET 1 SEE ANCHOR ANCHOR ANCHOR MIN. OF 3 THREADS BEYOND NOTE 5, SHEET 1 (1/4" MAX.) NOTE 5, SHEET 1� 1 NOTE 5, SHEET 1- THE METAL SUBSTRATE (1/4" MAX.) 1 (1/4" MAX.) r EXTERIOR EXTERIOR EXTERIOR EMBEDMENT: SEE TABLE A, SHEET 1 2-1/16" * 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 E 4-TRACK FRAME SILL S WOOD INSTALLATION Ew WOOD INSTALLATION & METAL INSTALLATION EMBEDMENT: SEE TABLE A, SHEET 1 rRODUC TRENEW90 ae eomptyingwm tbt EMBEDMENT: SEE BuidmgCode Acceptance Na TABLE A, SHEET 1 EDGE DISTANCE: g�iop sate 1 SEE TABLE A,Xp"lmi�l- l�c �.--. fiTABLE EMBEDMENT: SEE I EDGE DISTANCE:TABLE METAL TYP., SEE SHEET 1 A & ANCHOR By'- 84ade du¢tCaB° A, SHEET 1 EDGE DISTANCE: 10 SEE TABLE A, NOTE 4, SHEET 1 2X WOOD � SEE TABLE A, 2X WOOD SHEET 1 TYP., SEE ANCHOR (� SHEET 1 TYP., SEE ANCHOR 2-1/16" NOTE 3, SHEET 1 NOTE 3, SHEET 1 + SMS ANCHOR TYP., 2-1/16" * I I SEE ANCHOR NOTES 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,`V/lln� & TABLE A, SHEET 1 BEYOND THE ` ONY EXTERIOR EXTERIOR 1/4" MAX. SHIM —►I If EXTERIOR METAL �� .•' ��GENSF '• �� SUBSTRATE 1/4" MAX. SHIM No. 1/4" MAX. SHIM 58705 E 2-TRACK FRAME JAMB pE 3-TRACK FRAME JAMB 4a 4-TRACK FRAME JAMB Iw METAL INSTALLATION ' Gw WOOD INSTALLATION Hw WOOD INSTALLATION it I. �\ 1070 TECHNOLOGY DRIVE Description: N. VENICE, FL 34275 ANCHORAGE DETAILS SATE F I !' \ %c00F�lDP.•'` �� '" (941)480-1600 Tine: 177 S/0 '� NAL E RevsdBy: Date: Revisions: CERT. OFAUTH. #29296 SERIES 670 ALUM. SGD - NON-IMPACT �� I I ` 1 ` JR 04/05/17 C NO CHANGES THIS SHEET. rr I � __yy Series/MotleL Scale: Sheet Drawing No. Rev: A. LYt�t� �ILLER, P.E. Drawn By: Date: Checked By: Date: JR 02/20/14 ® SGD-670 NTS 12 a' 22 PGTO128 C P.E.# 58705 INSTALLATION DETAILS EMBEDMENT: SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 NOTES: EDGE DISTANCE: SEE EDGE DISTANCE: EDGE DISTANCE: 1. ALL DIMENSIONS CONCRETE CONCRETE SEE TABLE A, SHEET 1 CONCRETE SEE TABLE A, SHEET 1 TABLE A, SHEET 1 SHOWN ARE BASED PER TABLE PER TABLE * PER TABLE * 2-1/16" 2-1/16' 2-1/16" ON MIN. ALLOWED. A, SHEET 1 1 ° 1 A, SHEET 1 A, SHEET 1 1/4" *DIAGONAL O.C. IS EXTERIOR ` , a MAX. MIN 4" (HEAD & SILL) OR 6" (JAMB) SEE EMBEDMENT: 1/4" EXTERIOR 1/4„ EXTERIOR DETAILS, SHEETS SEE TABLE A, MAX. MAX. 10 & 11. SHEET 1 SHIM SHIM PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., WOOD BUCK TYP., SEE SEE ANCHOR NOTES & WOOD BUCK TYP., SEE SEE ANCHOR NOTES & WOOD BUCK TYP., SEE SEE ANCHOR NOTES & ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 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 5, 1 MAX.) SHEET 1� SHEET 1� (1/4" (1/4" MAX.) 1 (1/4" MAX.) 1 - � � EXTERIOR EXTERIOR EXTERIOR ' a2-1/16" CONCRETE 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 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 Ec CONCRETE INSTALLATION Fc CONCRETE INSTALLATION EMBEDMENT: SEE TABLE A, SHEET 1 PRODUCT RENEWED as complying with the Fkdd& EMBEDMENT: SEE TABLE A, SHEET 1 ~� EDGE DISTANCE: suiWngCod e Acceptance Ns I_ � 2%'b EDGE DISTANCE: SEE TABLE A, PROPERLY SECURED Expiration Date—'-t.� ' ly— SHEET 1•��--5�-- EMBEDMENT: SEE CONC./CMU ANCHOR SEE TABLE A, 1X WOOD BUCK TYP., TABLE A, SHEET 1 TYP., SEE ANCHOR SHEET 1 SEE ANCHOR NOTE 3, iaW Duk PROPERLY SECURED / EDGE DISTANCE: NOTES & TABLE A, 1 SHEET 1 1X WOOD BUCK TYP., I SEE TABLE A, SHEET 1 2-1/16 * SEE ANCHOR NOTE 3, SHEET 1 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., SHEET 1 CONCRETE CONCRETE NOTES & TABLE A, SEE ANCHOR NOTE 3, OR CMU I CMU III I 1 CONCRETE SHEET 1 SHEET 1 PER TABLE EXTERIOR PER TABLE EXTERIOR �� 77 pNY LY,nV/V�? OR CMU A, SHEET 1 J� PER TABLE EXTERIOR 1 A, SHEET 1 � I \ ` �0.' \_\CENSF 1/4" MAX. SHIM A, SHEET 1 I/ 1/4 MAX. SHIM 1/4" MAX. SHIM _ No. 58705 DE 2-TRACK FRAME JAMB pE 3-TRACK FRAME JAMB pE 4-TRACK FRAME JAMB_ �` Gc CONCRETE/CMU INSTALLATION He CONCRETE/CMU INSTALLATION Ic CONCRETE/CMU INSTALLATION - -10 '• Description: 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 ANCHORAGE DETAILS -� Q '. STATE O ��cLORiflP.• (941)480-1600 Tiiie: Revsd By: SERIES 670 ALUM. SGD NON-IMPACT/O1\I,,a9 / \ Date: Revisions: CERT. OFAUTH. #29296 - JR 04/05/17 C NO CHANGES THIS SHEET. Sene.lWdeC scale: sheet Drawing No. Rev: I/� S A. LY Mfv IL'—C �, P.E. Drawn By: Date: Checked By: Date: ® JR 02/20/14 SGD-670 NTS 13 �' 22 PGT0128 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 EMBEDMENT: SEE TO PREVENT DISTANCE 2. FIGURES ON THIS WOOD FRAMING TABLE A, SHEET 1 P-HOOK MOUNTING ADAPTER WATER SHEET ARE FOR 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 28 ILLUSTRATION, SHEET 9) p .. ° ° 1-1/4" MIN. EDGE DISTANCE : EDGE DISTANCE: SEE EXTERIOR 3. SEE TABES 1-3, SHEETS 6-8 FOR TABLE A, SHEET 1 EMBEDMENT: 2s SEE TABLE A, P-HOOK MOUNTING REQUIRED P-HOOK 26 EXTERIOR SHEET 1 ADAPTER CONC./CMU AND P-HOOK PHOOK WOOD ANCHOR TYP., R P-HOOK 3v ANCHOR TYP., SEE MOUNTING ADAPTER ANCHOR QUANTITIES. SEE ANCHOR NOTES V CONCRETE OR ANCHOR NOTES &TABLE ALSO SEE EXAMPLE & TABLE A, SHEET 1 CMU PER TABLE EMBEDMENT: SEE A, SHEET 1 ON SHEET 9. (ALSO SEE TYP. 2.693" MIN. A, SHEET 1 TABLE A, SHEET 1 (ALSO SEE TYP. ILLUSTRATION, SHEET 9) EDGE DISTANCE ILLUSTRATION, SHEET 9) E P-HOOK FOR USE WITH FLAT SILL RISERS E P-HOOK FOR USE WITH FLAT SILL RISERS �`^� PARTS #18, #20, #22 OR #24, 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 28 & TABLE A, SHEET 1 EMBEDMENT: °. (ALSO SEE TYP. (ALSO SEE TYP. ° ILLUSTRATION, SHEET 9) rRODUCf RENEWED ILLUSTRATION, SEE TABLE A, ° as complying with the NbWW EMBEDMENT: SHEET 9) SHEET 1 28 AcN 1 r0 y Acceptance !� SEE TABLE A, EDGE DISTANCE: SEE ° Excavation Dater Expiration - � SHEET 1 TABLE A, SHEET 1 1-1/4" MIN. EDGE DISTANCE By f30 f _ Miami Dade ' 30 P-HOOK SMS ANCHOR TYP., EXTERIOR P-HOOK CONC./CMU EXTERIOR SEE ANCHOR NOTES rn ANCHOR TYP., SEE & TABLE A, SHEET 1 ANCHOR NOTES & TABLE =ja (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) `,,It,li!Ilrrl . DE P-HOOK FOR USE WITH BOX SILL RISERSpE P-HOOK FOR USE WITH BOX SILL RISERS �� N� NIV "F " Kw PARTS #19, #21, #23 OR #25, Kc PARTS #19, #21, #23 OR #25, �`� ,. • ''•,�� METAL INSTALLATION EXTERIOR CONCRETE INSTALLATION EXTERIOR . ' �IO`NSF (SEE TABLES 1A, 2A & 3A MOUNT (SEE TABLES 1A, 2A & 3A�' MOUNT ; No. 58705 � FOR WATER RATINGS) ONLY FOR WATER RATINGS) ONLY = a _ A� o •• STE OF' Description: 10 TECHNOLOGY FL N. VENICE,,34 75 ANCHORAGE DETAILS , �� `ZORIDP' •A'\ \�� (941)480-1600 Title: Revsd By: Date: Revisions: CERT OFAUTH.#29296 SERIES 670 ALUM. SGD - NON-IMPACT JR 04/05/17 C NO CHANGES THIS SHEET. Series/Model: Scale: Drawing No. Rev: A. LYNN M�LLER, P.E. Drawn By: Date: Checked By: Date: JR 02120/14 SGD-670 NTS 1;� m 22 PGT0128 C P.E.# 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',� -w-') EXTERIOR SHEETS 12 & 13 90° PANEL PANEL PANEL TYPE TYPE PANEL CORNER DETAIL'N2', TYPE 'QST 'AS' TYPE SHEET 19 & CORNER 'A' 'K' ANCHORAGE SHEET 11 NOM. MAX. UNIT ' MAX' PANEL MAX. HEIGHT PANEL ' DLO PER INTERLOCK DETAIL 'M', SHEET 19 WIDTH TYP. HEIGHT SEE PER HEIGHT TABLES EXTERIOR INTERIOR 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 - 10.125" SILICONE PANEL HEIGHT = DOOR UNIT HEIGHT - 1.866" BY OTHERS #8 X 1" rRODUCT RENEWED #10 X 1-1/2" PH SMS as complying with the Floes° PH SMS gnWng Code Acceptance Na r1�zr Expiration Dzte t , PANEL CORNER FRAME CORNER DETAIL DETAIL NOTES: 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. q�•' - 2) (1) LOCK (ITEMS 75 & 107-110) AT EACH LOCKSTILE, LOCKING INTO KEEPER (ITEM 103) AT FRAME JAMB OR ASTRAGAL. _ N0.58705 ' 3) PLEASE SEE APPLICABLE ASTRAGAL & INTERLOCK COMBINATIONS PER DP/ANCHOR TABLES. - Description: 1070 TECHNOLOGY DRIVE \ O� '. S ATE F N. VENICE, FL 34275 ANCHORAGE DETAILS /EXAMPLE ELEVATION F<ORIDP. •'' \��` (941) 480-1600�lSsi/ ,oNp,L Revsd By: Date: Revisions: CERT. OF ALITH. #,;29296 SERIES 670 ALUM. SGD - NON -IMPACT �` JR 04/05/17 C NO CHANGES THIS SHEET. Series/ModeC Scate: Sheet: / ! � U r Drawing No. Rev: A. LYNN IVIILLVR, P.E. Drawn By.: Date: Checked By: Date: JR 02/20114 SGD-670 NTS 15 �t 22 PGTO128 C P.E.# 58705 CONFIG. EXAMPLES INTERLOCK DETAIL I FOR ALL DETAILS ON THIS SHEET, SEE NOTES ON SHEET 15 �'M', SHEET 19 OPERABLE JAMB DETAIL'G3', SHEET 18; n —q�—INSTALLATION DETAILS 'Gw' & 'Gc', SHEETS 12 & 13 IXED JAMB DETAIL'G2', T�ASETRAGAL HEADER DETAIL'A', SHEETDLO HEADER DETAIL'A', SHEET 18; MAX. SHEET 18; INSTALLATION ETAILS'L1' & 18; INSTALLATION DETAILS DETAILS'Gw' &'Gc', L2, SHEET 19 'Aw' &'Ac', SHEETS 12 & 13 INSTALLATION DETAILS'Aw' &'Ac', WIDTH SHEETS 12 & 13 TYP JAMB DETAIL'G3', SHEET 18; INSTALLATION DETAILS SHEETS 12 & 13 (- 90° — `�'Gw' &'Gc', SHEETS 12 & 13 PANEL PANEL PANEL PANEL PANEL PANEL m � X TYPE TYPE TYPE TYPE PANEL PANEL TYPE TYPE 'R' 'L' 'D' 'A' TYPE TYPE ° ° INTERLOCK DETAIL MAX. A 'CS' QS' K MAX. 'M', SHEET 19 NOM. UNIT PANEL HEIGHT SILL DETAIL NOM. UNIT HEIGHT 90° OUTSIDE CORNER 'N / WIDTH TYP. / / PER D', SHEET / PANEL I PER DETAIL 1', SHEET 19 & MAX. PER SEE TABLES 18; MAX. / WIDTHTYP. / SEE TAB3ES CORNER ANCHORAGE DLO TABLES 1-3 NOTE 2, 1-3 INSTALL DLO NOTE 2, SHEET 11 HEIGHT SHEET 15 DETAILS HEIGHT TABLES 1-3 SHEET 15 INTERIOR Dw' & 'Dc',�– a a EXTERIOR O X X SHEETS 12 NOM. PANEL & 13 XX X X WIDTH TYP. PER TABLES MAX. UNIT WIDTH 1-3 SEE FRAME & MAX. UNIT WIDTH PANEL CORNER SILL DETAIL'D', SHEET 18; MAX. UNIT WIDTH CONSTRUCTION EXAMPLE: OXXX INSTALLATION DETAILS DETAILS SHEET 15 (2 -TRACK) 'Dw' &'Dc', SHEETS 12 & 13 EXAMPLE: 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� INTERLOCK DETAIL'M', SHEET 19 'Ic', SHEETS 12 & 13–\ � HEADER DETAIL'C', SHEET u HEADER DETAIL "lh 18; INSTALLATION DETAILS �� - 'B', SHEET 18; JAMB DETAIL'H2', SHEET P HOOK DETAIL 'J' &'K', SHEET J7 18; INSTALLATION DETAILS 19; INSTALLATION DETAILS'Jw', INSTALLATION JAMB DETAIL'12', SHEET 18; INSTALLATION Cw' &'Cc', SHEETS 12 & 13 'Hw' & 'Hc', SHEETS 12 & 13 'Jc', 'Kw' & 'Kc', SHEET 14 DETAILS 'Bw' & 'Bc', DETAILS 'I%,' & 'Ic', SHEETS 12 & 13 SHEETS 12 & 13 MAX. UNIT WIDTH MAX. UNIT WIDTH ��'>RE�iIEWEari pbipg Wm the vbrw SHWing Code A�ptaece lax 1_ t�, 1 24-01 PANEL PANEL PANEL PANEL i PANEL PANEL PANEL PANEL 1Espirat s y �.7 7 .jr `-_� TYPE TYPE TYPE TYPE i TYPE TYPE TYPE TYPE 'F' 'F' B'`.~�*�f ,R' V 'M' 'F' i i Q M' P. MAX. MAX. UNIT NOM. W'o i NOM. UNIT HEIGHT / PANEL / ° a PER WIDTH TYP. Q i PANEL / / WIDTH TYP. / HEIGHT PER / uj /SEE TABLES MAX./ PER Q I SEE MAX. PER TABLES 1-3 DLONOTE 2, TABLES 1-3 ° i OTE 2, DLO TABLES 1-3 1-3 HEIGHT W SHEET 15 � i SHEET 15 HEIGHT i ��IIIIIrr1 oNY LYINN��, O X X X X X X O \\ .�� ........... \ LiGENSP EXAMPLE: OXXXp SILL DETAIL'E', SHEET 18-�� EXAMPLE: XXXO SILL DETAIL 'F', SHEET 18; = �; ;' No. 58705 (3 -TRACK, RIGHT POCKET) INSTALLATION DETAILS BY-PASS INSTALLATION DETAILS (4 -TRACK, ) 'Fw' = G 'Ew' &'Ec', SHEETS 12 & 13 &'Fc', SHEETS 12 & 13 •%�� 1070 TECHNOLOGYICE,FL4275 D—ription: O� '. TATE OF� ' N. VENICE, FL 34275 EXAMPLE ELEVATIONS (941)480-1600 Title: / / S ""' \ /'�/'OVAL Revsd By. Date: Revisions: CERT. OFAUTH. #29296 SERIES 670 ALUM. SGD - NON -IMPACT 111 JR 04/05/17 C NO CHANGES THIS SHEET. Sexes/Moder Scale: Sheet: Drawing N°. Rev: I + A. LYNN MILLER, P.E. Drawn By: Dale: Checked By: Date: JR 02/20/14 SGD-670 NTS �6 22 PGT0128 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/HANDLE W1 HANDLE W1 HANDLE Rs j� #118 #61 #118 #31 #31 !0 #120 #119 #61 #118 #61" #61� #61 SINGLE INTERLOCK F PP K L TR TQ TC TA TV TW OUT (Box Our) SINGLE INTERLOCK B E P A C C /C SQ Sc SA S V S W IN (BOX OUT (BOX IN) FIXED STILEa3r RR R S FD FC FV FW (BOX OUT) (BOX IN) L LE W/HANDHANDLE D n A /�/I J I tJ (BOX OUT) (BOX IN) uJ ASTRAGAL BOX OUT L R PANEL NOTES: >_ W/ HANDLE (BOX OUT) 1. SEE DP TABLES 1-3, SHEETS 6-8 FOR PANEL ASTRAGAL IN A / / V SIZES & DESIGN PRESSURE. Q INTERIOR RIGHT LEFT 2. PANEL TYPES NOT SHOWN OR CROSSED OFF JBOX W/ HANDLE (BOX IN) PANEL PANEL ARE NOT REQUIRED FOR ANY CONFIGURATIONS EXTERIOR AND ARE NOT AVAILABLE. ASTRAGAL T I I STILE v STILE (n BOX OUT 3. 90° ASTRAGALS TO USE HEAVY-DUTY STILES LL ASTRAGAL (BOX OUT) T (BOX OUT) (#61), CORNER RECEIVER (#118) AND EITHER PANEL "E" SHOWN. SEE TABLE FOR OTHER PANEL TYPES AND EXTERIOR (#119) OR INTERIOR (#120) CORNER REQUIREMENTS. U LLI BOX IN APPLICABLE STILE/ASTRAGAL ASTRAGALS. J INT CORNER (BOX /N) (B 4. 135° ASTRAGALS TO USE HEAVY-DUTY STILES 90 LOCKSTILE RT Cl ( #61) (#31). AND CORNER ADDON J W/ HANDLE #120 EXT CORNER SILL RISERS OPTIONS �{ 232„ 232" Z z 90 LOCKSTILEI QT QS _ Q a W/ HANDLE #119 EXT CORNER #61 90 RECEIVER` C T CS 232" EXTERIOR � .232" EXTERIOR EXTERIOR —� .062" � .062" 9'iioDt�C`�' RENEWED a 4.055" as complying with tk Fbww W/ HANDLE a .062" 3.305" #118 INT CORNER #61 1.567" 2.555" Raidi®g Code I Ex it tion Nil -LIZ -C J1 Ezpirrralion DaJotc TJJ0411 90 RECEIVER A T A S DF .062 �' LA W/ HANDLE #118 By `>�` EXT CORNER*461 CF 18� SILL RISER, FLAT ` 20 SILL RISER, FLAT 22 SILL RISER, FLAT 24 SILL RISER, FLA I OFLUSH, O O OHIGH, 4 90 RECEIVE 1-1/2" LOW, 2-1/2" MEDIUM, 3-1/4" EXT CORNER #31 135 RECEIVER VT VS VF 750" ~1 F — .750" EXTERIOR W/ HANDLE #61 EXTERIOR .750 EXTERIOR a 062" EXTERIO ER #31 1NT 35 REOCEIIVER W/ HANDLE #61 WT WS WF 062" < ~] j� .906" a .062" a 4.055" I ' F3.305" .062" 2.555" 1.567" � _ -d SILL RISER, BOXSILL RISER, BOX SILL RISER, BOX' 19 SILL RISER, BOX 23 21 25 HIGH, 4" FLUSH, 1-1/2" LOW, 2-1/2" MEDIUM, 3-1/4" No. 58705 * NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS, SEE SHEETS 6-8 = -0 �/ Description: :'�� 1070 TECHNOLOGY DRIVE - 7A; ,Z N. VENICE, FL 34275 PANEL TYPES O-c� '• SATE F .-- 4 -,Z- (941)480-1600 rue: �s' •'c�ORIDP.• 'G�� RevsdBy: Date: Revisions: CERT. OF AUTH. #29296 SERIES 670 ALUM. SGD - NON -IMPACT // 7AS �N L JR 04/05/17 C NO CHANGES THIS SHEET. �`\\\ O Series/Model: Scale: Sheet: Drawing No. Rev: Drawn By: JR Date: Checked By: Dale: 02/20/94 SGD-670 NTS 17 °I 22 PGT0128 C P.E.# 58 705 ASSEMBLY DETAILS 106 FULL PANEL JAMB LENGTH (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 60 OR 61 105 FULL LENGTH 14 106 OF JAMB 14 5 LOCK PART 17 75 & 107-110 OR 61 G3 60 5 60 OR 61 16 ffil 60 OR 61 2 -TRACK JAMB 2 -TRACK JAMB (SHOWN 5 SEE DETAIL G1 6" LONG CLIP #105 WITH FOR FIXED 105 �p W/ RETAINER #106 OPERABLE LOCK PART 80 PANEL CLIP 75 & 107-110 113 MIDSPAN (SHOWN WITH PANEL) FIXED PANEL TO 5 LOCK PART EXTERIOR 103 113 75 & 107-110 SEE DETAIL G2 103 FOR FIXED 60 OR 61 THE INTERIOR) 5 CLIP 103 EXTERIOR GirPANEL 14 15 5 � 112 DE 16 17 123 FULL LENGTH G2 #10 X 3/4" OF JAMB SMS, X 3 2 -TRACK JAMB 4o G4 2 -TRACK JAMB 60 OR 61 �L,EXTERIOR �L,EXTERIOR EXTERIOR EXTERIOR ��// CLIP #80 OR #105 51 52 W/ SCREEN ��// 6" LONG W/ RETAINER #123 80 �� (SHOWN WITH MIDSPAN FIXED PANEL TOIL 3 -TRACK JAMB 3 -TRACK JAMB 4 -TRACK JAMB 4 -TRACK JAMB DE (SHOWN WITH eH2(SHOWN WITH e(SHOWN WITH DE (SHOWN WITH H1 OPERABLE PANEL) FIXED PANEL TO I1 FIXED PANEL TO I2 OPERABLE PANEL) 60 OR 61THE EXTERIOR) 53 THE EXTERIOR) THE INTERIOR) ID EXTERIOR lu EXTERIOR 2 112 3 4 45 5 113 5 777 113 5 52 51 69 69 EXTERIOR EXTERIOR 69 EXTERIOR PRODUCT RENEWED SHOWN WITH�2-TRACK W/SCREEN OPT. SCREEN A FRAME HEAD e3-TRACK(ffi)4-TRACK FRAME HEAD MAX. UNITas complyingwith the l b" BuktiCode C FRAME HEAD HEIGHT PER AccepttaanceNis I `(- I(2,6•GI TRACK TABLES 1-3 Expiration Date By ��C�sb+1A• 53 69 69 hiiam�i i 69 52 51 72 OR 73 EXTERIOR � 72 OR 73 EXTERIOR � 72 OR 73 46 11 113 9 10 11 11 48 47 p 8 EXTERIOR 112 5 113 113 i 114 DE 2 -TRACK W/SCREEN pE 3 -TRACK pE 4 -TRACK q�' ' \,kCENSF FRAME SILL FRAME SILL F FRAME SILL NO, 58705 jq 44i Description: * ITEM 61 SHOWN, ITEM 60 ALSO APPLICABLE, SEE TABLES 1-3, SHEETS 6-8 FOR DP (PSF) ASSOCIATED WITH STILE. 70 TECHNOLOGY DRIVE s T,4TE F 10N. VENICE, FL 34275 VERTICAL SECTION DETAILS ��s c�OR.... (941480-1600 T;,,e: l Revsd By: Date: Revisions: CERT OFAUTH. #29296 SERIES 670 ALUM. SGD - NON -IMPACT ,,'CONAL JR 04/05/17 C NO CHANGES THIS SHEET.4 rh l Series/Motlel: Scale: Sheet: Drawing NaNRev: A. LYf�N MILIIE'\Y.E. Drawn By.: Date: Checked By. Date: JR 02/20/14 SGD-670 NTS 18 of 22 PGT0128 C P.E.# 58705 ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) EXTERIOR P -HOOK FOR FLAT SILLS j (EXT. OR INT. MOUNT) 60 OR 61 ID EXTERIOR E STANDARD ASTRAGAL #67 L1 WITH STANDARD STILES #60 EXTERIOR BOX ASTRAGAL SHOWN (BOX -OUT) MAY ALSO BE INSTALLED TOWARDS INTERIOR (BOX -IN) DE P -HOOK FOR BOX SILLS K EXT. MOUNT ONLY LOCK PART; 75 & 107-11( EXTERIOR a 4 INTERIOR OR 61 90° — EXTERIOR INTERIOR EXTERIOR aINTERIOR 90° LOCK PART 60 OR 61 75 & 107-110 5 DE M INTERLOCK �J u 61 61 118 113 11 15 EXTERIOR ^^ 113 103 119 5 � EXTERIOR 7 DE HEAVY-DUTY ASTRAGAL #68pE 90° OUTSIDE CORNER L2 WITH HEAVY-DUTY STILES #61 N1 2 -TRACK SHOWN EXTERIOR BOX ASTRAGAL SHOWN (BOX -OUT) MAY ALSO BE INSTALLED TOWARDS INTERIOR (BOX -IN) e135° OUTSIDE CORNER 01 2 -TRACK SHOWN 4 INTERIOR 5 11 ;35 7 1 14 5 61 32 103 EXTERIOR 11 5 7 DE 135° INSIDE CORNER 02 2 -TRACK SHOWN DE 90° INSIDE CORNER N2 2 -TRACK SHOWN LOCK PART: 75 & 107-11( 4 INTERIOR * ITEM #61 (HEAVY-DUTY STILE) SHOWN, ITEM #60 (STANDARD STILE) ALSO APPLICABLE, SEE TABLES 1-3, SHEETS 6-8 FOR DP (PSF) ASSOCIATED WITH STILES. vRoDucT RENEW911) as complying with tk Nkdk Buiding Code Acceptance Rb �� ^ (� Zia • r Expiration Date -4-2- -0 It �y NO. 58705 SE F (� A. LYNN' MILLE�2, P.E. P.E.# 58705 1070 TECHNOLOGY DRIVE Description: I 75 N.EN480-1600Title: HORIZONTAL SECTION DETAILS, CORNERS CERT. OFAUTH. #29296 ?n@FSerieslModet SERIES 670 ALUM. SGD - NON -IMPACT sdBy: Date: Revisions: JR 04/05/17 C NO CHANGES THIS SHEET. SGD-670 state: NTS sheet 19 °t 22 orawngno. PGT0128 Rev: C vn By: JR Date: 02120/14 Checked By: Date: * ITEM #61 (HEAVY-DUTY STILE) SHOWN, ITEM #60 (STANDARD STILE) ALSO APPLICABLE, SEE TABLES 1-3, SHEETS 6-8 FOR DP (PSF) ASSOCIATED WITH STILES. vRoDucT RENEW911) as complying with tk Nkdk Buiding Code Acceptance Rb �� ^ (� Zia • r Expiration Date -4-2- -0 It �y NO. 58705 SE F (� A. LYNN' MILLE�2, P.E. P.E.# 58705 Item it 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, 3-1i4" 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 617376 135 CORNER 32 17378 1 617378 1135 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 1726 1" X4" X 1/16" SET. BLOCK. NEOPRENE 85 +/-5 JR I 04/05/17 1 C I NO CHANGES THIS SHEET. wn By: Date: ICheckedByf Date: JR 1 02/20/14 Item # PGT Dwg. # 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" X 1" X 314" 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 71032X1 FPFX #10-32 X 1" FL. SS SCREW W/ TYPE "F" TIP 77 7103239 10-32 STEEL ZINC U -NUT 78 17358 617358 3/16 & 1/4" BEAD 79 17357 617357 1" IG BEAD 80 17359 617359 7/16" BEAD I FIXED PANEL CLIP 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, USED WITH #75 108 1740 71740 HANDLE KIT- RAISED EXTERIOR HANDLE, USED WITH #75 109 1731 78162SN HANDLE KIT- RECESSED INT. WITH THUMB TURN, USED WITH #75 110 1732 78178 HANDLE KIT- RECESSED EXTERIOR PULL, USED WITH #75 111 71OX34PPSDAX #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 1-1/2" 115 710XPPT #10 X 1" 116 720X1 #14-20 X 1" S.S. 117 720X1 12X #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 17352 617352 FIXED PANEL RETAINER, 7/8" NOTES: 1) ALL ALUMINUM = 6063-T6 2) ITEMS # 33-39, 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. PRODUCT RENEM as compiying with ft Soiding Code= / � 0 j ec Acceptae t q _' / Expiradon Date --.4444' 11111111/�/ LICENSE No.58705 G t Descripton: TE i 1070 TECHNOLOGY DRIVE 0� �� ORI>�. •' �� N (ENI CE, -FL 1600 75 TPARTS LIST P '• �'S CERT. OFAUTH. #29296 SERIES 670 ALUM. SGD - NON -IMPACT '"oNLj61F 1'\ series/M°deC Scate: Sheet: Drawing N°. Rev A. LYNN MILLER, P.E. SGD-670 NTS 20 °t 22 PGTO128 C P.E.# 58705 0. -, 5.069" 8.562" 1 �1 1.36" [ 0i 1 *V;„ ( 1 12- 1 KAUK HtzAU \� (6063-T6 AL) 6.198" 1" 1.211" 0.081" O2 -TRACK HEAD W/ SCREEN TRACK (6063-T6 AL) 7.105" 0.081" J O3 3 -TRACK HEAD (6063-T6 AL) 9.142" 0.081" J O4 -TRACK HEAD (6063-T6 AL) 1.514" 1.260" 0.060" OFRAME HEAD/JAMB SCREEN ADD-ON (6063-T6 AL) SEE SHEET 17 FOR SILL RISERS. JR 1 04/05/17 C I NO CHANGES THIS SHEET. Nn By: I Date: Checked By: Date: JR 02120/14 1.505" 10 4 -TRACK SILL (6063-T6 AL) O3 -TRACK SILL (6063-T6 AL) 15" - 6.221" _ 0.080" 1.211 " 1.505" r 0.062" 0'5323= .532" i } 1.516" FRAME SILL SCREEN 12 ADD-ON (6063-T6 AL) REQUIRES MIN. #10 SMS OR 3/16" MASONRY ANCHORS @ 24" MAX. O.C. Og 2 -TRACK SILL W/ SCREEN TRACK (6063-T6 AL) O7 2 -TRACK SILL (6063-T6 AL) -""'I 1 -*'- 0.060" 0.7x60" 1 I f 1.990" SFRAME SILL SCREEN 13 END ADD-ON (6063-T6 AL) REQUIRES MIN. #10 SMS OR 3/16" MASONRY ANCHORS @ 24" MAX. O.C. )5" 0.081" 0.( 6.198" 2 -TRACK JAMB W/ 15 SCREEN TRACK (6063-T6 AL) 0.( )5" 16 3 -TRACK JAMB (6063-T6 AL) 14 2 -TRACK JAMB (6063-T6 AL) 0.( 17 4 -TRACK JAMB (6063-T6 AL) 1070 TECHNOLOGY DRIVE Description: N. VENICE, FL 34275 EXTRUSIONS (941) 480-1600 True: CERT. OFAUTH. #29296 SERIES 670 ALUM. SGD - NON -IMPACT Series/Model Scale: Sheet: DIawing No. Rev: SGD-670 NTS 21 22 PGT0128 C 1.872" 0.062" LEI 1.019" SCREEN f 4o STILE (6063-T6 AL) >9" 1.045" 1.993" 0.062" i SCREEN 45 TOP RAIL (6063-T6 AL) 0.875" 1.993" i 0.062" _1:: SCREEN 46 BOTTOM RAIL (6063-T6 AL) r110DUC1i RENEWED as Complying with the ftsi& Buwing Code jj_ L 7L -01 Acceptance No --11- Expiration Date t_..}' • f •" 4 ,B,t Ica Dle ' 0 LICENSE No. 58705 - ;�3 ®� STATE F i "40RIDP.•' A. LYNN MILLER, P.E. P.E.# 58705 0.718" 0.83" I r + 1 3.802" 0.752" + 2.304"----��{{ 3.802" � I� 0.752" rl � I 1 0.885" _ 1.163 0.574" 0.796" f 0.062"0.0621, f 1 0.062" 0.080J i 0.062" 0.264" 0.075 J 0.233" SCREW COVER OTRACK OHOO O5 FRAME 11 SILL 26 P-HOOK P-HOOK SCREW 3o P-HOOK FOR BOX RISER 28 P-HOOK MOUNTING 29 OADAPTOR OCOVER 0.080" O (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) ( (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) 4" l 4 2.30" 1.488" .155"� �1 10.080" 0.830" 0.062" 1.600 0.133" 1.600 0.062" 080" l 1.888" f 1.870 1 1 1.303" 0.325" .016' 1.974" � 1 f 2.44" i 3.125" �� 3.125" 0.062" O31 135° CORNER 32 135° FIXED MOUNT O INTERLOCK so STANDARD STILE 61 HEAVY DUTY STILE s2 O O OADAPTER 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"I � - 1.050" 1.050" 1.050" 0.075" L 0.075" � � 1.645" 1.645" _ 0.062" 1.304" .289" 611 " f045" .849" .. L I3.25" f .045" .045" �- 0.125"" 0.281 -J s7 STANDARD ASTRAGAL s8 HEAVY DUTY ASTRAGAL s9 TOP/BOTTOM RAIL 79 LAD(IING G.) so BEAD, FIXED ING 78 /16"GLA1/4 (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) PANEL CLIP BEAD g-RODUCT RENEWED as comptvmgwit6*0 1.003" (6063-T6 AL) (6063-T6 AL) stfliding Code _ Acceptance No i �� .a 1.03" 5.621" Expiaa4lon Date-^-1 'yawl 0.757"4" 0.080" 0.050" FIXE105 PANEDL CLIP f 0.709 2.893" 0.133" 0.133" A#lmini Dade (6063-T6 AL) 1.498" 1.498" E0.08011 .550" 0.863 0.709" FIXED PANEL 5.621" 123 RETAINER, 7/8" 2.826 120 90° INSIDE CORNER ASTRAGAL �,�0A LY,hiN�� 0.080" �� (6063-T6 AL) 119 90° OUTSIDE CORNER ASTRAGAL (6063-T6 AL) ' \,,\CENSE FIXED PANEL 118 90° INSIDE/OUTSIDE 106 RETAINER, 9/16" CORNER RECEIVER 8 (6063-T6 AL) P��:. v = No. 58705 (6063-T6 AL) (6063-T6 AL) Description: 1070 TECHNOLOGY DRIVE N. CE, FL 75 SO -c� °. ST TE OC •[/,�� V ;�QjZUp TEXTRUSIONS - (941)480-1600 Revsd6y: Date. wo Revisions: CERT. OFAUTH. #29296 SERIES 670 ALUM. SGD - NON IMPACT Series/ModeC Scate: Sheet: Drawing No. Rev JR 04/05/17 C NO CHANGES THIS SHEET.FnT %C� ��,�,�� / NAL f I I I Drawn By: Date: Checked By: Date: JR 02/20/14 ® SGD-670 NTS 22 °t 22 PGTO128 C � A. LYNN MILLER, P.E. P.E.# 58705