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HomeMy WebLinkAboutNotice of AcceptanceCOUNTY REVIEWED FOR FILE COPY COMPLIANCE _ _ ST. LUCIE COUNTY BOCC PRODUCT CONTROL E EOCTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive, North Venice, Fl. 34275 SCOPE: 3 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 $Z www.miamidade.gov/economy 2Zv3-p-5SG 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/ 900 & 1W corners -NI APPROVAL DOCUMENT: Drawing No. PGTO128 Rev D, titled "Series 670 Alum SGD-Non-Impact", sheets 1 through 22 of 22, prepared by manufacturer, dated 02-02-14 and last revised on 04/22/20, signed and sealed by Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: 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 revises NOA # 19-1126.01 and consists of this page 1 and evidence pages E-1, E-2, E-3 & E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No. 20-0429.07 Expiration Date: April 07, 2025 Approval Date: OCT 08, 2020 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 ihm 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, 06/01/16 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) Watef 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 l 1/01/13, signed & sealed by Marlin D. Brinson, RE (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) 15t G7 I. L4yna" Ishaq I. Chanda, P.E. Product Control Unit Supervisor NOA No. 20-0429.07 Expiration Date: April 07, 2025 Approval Date: October 08, 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 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-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(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. Evidence submitted under previous approval. A. DRAWINGS 1. Drawing No. PGTO128 Rev C, titled "Series 670 Alum SGD-Non-Impact", sheets 1 through 22 of 22, prepared by manufacturer, dated 02-02-14 and last revised on 11/22/19, signed and sealed by Lynn Miller, P.E. B. TESTS 1. None. Ishaq I. Chanda, P.E. Product Control Unit Supervisor NOA No. 20-0429.07 Expiration Date: April 07; 2025 Approval Date: October 08, 2020 E-2 PGT Industries. Inc. V D. E. F. G. 4. A. B. B. U E. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED CALCULATIONS (submitted under file #17-0420.09) 1. None 2. Glazing complies with ASTME-1300-02, -04 &-09. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). MATERIAL CERTIFICATIONS 1. None. 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. OTHER 1. This NOA renews NOA # 17-0420.09, expiring April 07, 2025. New Evidence submitted DRAWINGS 1. Drawing No. PGTO128 Rev D, titled "Series 670 Alum SGD-Non-Impact", sheets 1 through 22 of 22, prepared by manufacturer, dated 02-02-14 and last revised on 04/22/20, signed and sealed by Lynn Miller, P.E. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of all PGT Industries, Inc. representative units listed below and tested to qualify Dowsil 791 and Dowsil 983 silicones, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.: FTL-7897, PGT PW5520 PVC Fixed Window (unit 6 iri proposal), dated 09/03/14 FTL-20-2107.1, PGT SGD780 Aluminum Sliding Glass Door (unit 7 in proposal) FTL-20-2107.2, PGT CA740 Alum. Outswing Casement Window (unit 8 in proposal) FTL-204107.3, PGT PW7620A Aluminum Fixed Window (unit 9 in proposal) and FTL-20-2107.4, PGT PW7620A Aluminum Fixed Window (unit 10 in proposal) dated 07/13/20, all signed and sealed by Idalmis Ortega, P.E. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 71h Edition (2020), dated 04/22/20, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-04, -09, -12 and -16. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). MATERIAL CERTIFICATIONS 1. None. Ishaq I. Chanda, P.E. Product Control Unit Supervisor NOA No. 20-0429.07 Expiration Date: April 07, 2025 Approval Date: October 08, 2020 E-3 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letters of conformance to FBC 2020(7th Edition), dated 04/18/20, prepared, signed & sealed by Lynn Miller, P. E. G. OTHER 1. This NOA revises NOA #19-1126.01, and updates to FBC2020 (711 Edition), expiring 04/07/25. 2. RER Test proposals #19-1155 dated 01/10/20 approved by Ishaq I. Chanda, P.E, expiring 04/14/21expiring 04/07/25. 1 s�G� � • L�i�n�k Ishaq I. Chanda, P.E. Product Control Unit Supervisor NOA No. 20-0429.07 Expiration Date: April 07, 2025 Approval Date: October 08, 2020 E-4 SERIES 670, NON -IMPACT RESISTANT SLIDING GLASS DOOR INCLUDING POCKETS & 900/1350 CORNERS GENERALNOTES 1) GLAZING TYPE OPTIONS: SEE TABLE B, THIS SHEET & GLAZING DETAILS ON SHEETS 4 & 5. 2) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM El300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 3) ANCHORAGE: THE 33-1/3e/ 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. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) REFERENCES: ELCO ULTRACON, DEWALT ULTRACON+, DEWALVELCO CRETEFLEX AND AGGREGATOR NOA'S, ANSI/AF&PA NOS 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-7664AND ATI 72138.01-1401-18 TARI F R RFF ❑FTAILS ON SHFFTS 4 A 5: Glass Type Description (Listed from Exterior to Interior) G1 3/16' TEMPERED GLASS G1A 1/4" TEMPERED GLASS G2 1' I.G.: 3116' TEMPERED GLASS + 5/8° AIRSPACE + 3/16" TEMPERED GLASS G2A 1" I.G.: 1/4' TEMPERED GLASS + 1/2' AIRSPACE + 1/4' TEMPERED GLASS IMPACT RATING DESIGN PRESSURE RATING NOT RATED FOR MISSILE SEE TABLES 1, 2 & 3 ON IMPACT RESISTANCE SHEETS 6,7 & 8 CODES / STANDARDS USED: • 2020 FLORIDA BUILDING CODE (FBC), 7TH EDITION • 2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION • ASTM E13OD-09 • ANSVAFBPA NDS-2018 FOR WOOD CONSTRUCTION • ALUMINUM DESIGN MANUAL, ADM-2015 • AI51 S100.16 • AISC 36D.16 GENERAL NOTES.............1 EXAMPLE CONFIGS.......... 2-3 GLAZING DETAILS ............ 4.5 ANCHORAGE ..................... 6-14 DESIGN PRESSURES 6-8 INSTALL DETAILS..............12-14 ELEVATIONS .....................15.16 PANEL / SILL TYPES.........17 CROSS SECTIONS ............ 18,19 PARTS LIST.............. ......... 20 EXTRUSIONS .................... 21.22 I JR 103/2620 I D I UPDATED TO FBC 2020. ANCHOR TYPE TABLE. I (941)460.1600 REG/87WtnONO2=6 TARI F A. Anchor Group Anchor Type Frame Member Substrate Min. Edge Distance Min. O.C. Distance Min. Embedmentor Metal Thickness #12 1" SMS or #12 410 SS SMS (min. of 3 threads beyond metal substrate) All southern Pine (SG = 0.5) 9/16" 7/8" 1-318" 6063-T5 Aluminum 3/8' 9/16" 0.071" (20 Ga) A$6 Steel 3/8' 9/16" 0.050, Gr. 33 Steel Stud 3/8, 9/16" 0.045' (18 Ga) A 1/4' DeWalt(Elco Aggre-GatorO All Concrete (min. 2.22 ksl) 1-1W 3" 13/8' 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' 1318" B #12 Steel SMS (Gr. 5) (min. of 3 threads beyond metal substrate) All Southern . Pine (SG = 0.55) 9/16" 7/8" 1318' 6063-T5 Aluminum 3/8" 9/16" 0.071" (20 Go) A36 Steel 318" 9116' 0.050" Gr. 33 Steel Stud 3/8" 9116' 0.045' (16. Ga) 14' Elco UltraCon® All Concrete (min. 2.85ksi) 1" 4° 1318" Jamb / P-hook Hollow Block (ASTM C90) 1" 6" 1-114" C 1/4' DeWalt UltraCorO + Head / Sill Concrete (min. 3 ksi) 15116° 4" 1-3/8" Jamb / P-hook Concrete (min. 3 ksi) 1' 4" 13/8' Jamb / P-hook Hollow Block (ASTM C90) 1-114" All Southern Pine (SG = 0:55) 1" 1" 1318" 1/4" Eico UltraCcrAD All Concrete (min. 2.85 ksi) 2-112" 4' 13/8' Jamb / P-hook Filled Block (ASTM C90) 2-112' 4' 13/4' Jamb / P-hook Hollow Block (ASTM C90) 2-112' 6" 1-1/4' D e WalVEl410 Be co CreteFlex® Head / Sill Concrete (min. 3.35 ksi) 1' 4" 1-3/4'D Jamb / P-hook Concrete (min. 3.35 ksl) 1' 6" 1314" Jamb / P-hook Hollow Black (ASTM C90) 2-1/2' 6' 1-1/4' All Southern Pine (SG = 0.55) 1' 1' 13/8" 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 THE MINIMUM STRENGTHS OF ANCHORS AND SUBSTRATES, SEE TABLE 5, SHEET 20. 4) HOLLOW BLOCK VALUES MAY ALSO BE USED IN FILLED BLOCK APPLICATIONS. 5) ANCHORS MUST BE OF SUFFICIENT LENGTH SO THAT MINIMUM OF 3 THREADS EXTEND BEYOND METAL SUBSTRATE ANCHOR NOTES 1) FOR CONCRETEICMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ANCHORS. SEE TABLE A ON THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. 2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A, THIS SHEET. 3) WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-112" THICK. PROPERLY SECURED, 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. I AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD & TO BE REVIEWED BY THE BUILDING OFFICIAL 4) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 5) IF SILL 15 TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT, MAX. 114"THICK & 3400 PSI MIN., (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. GENERAL Sao.= I NTS 11 1 22 1 POT0128 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0429.07 Expiration Date: 04/07/2025 Mlami-Dade Product Central IV N SGEN.... _ .•' F No. 58705 _ •: 7k — �0,.• S TEO 'O'NAL `E`NG��. A. LfIJ MILL R. P.E. P.E.# 68705 EXAMPLE CONFIGURATIONS CONFIGURATIONSNOTES: 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB MAX. UNIT WIDTH MAX. UNIT WIDTH LOCATIONS USING DETAIL "Jw", "Jc", "Kw" OR "Kc" INSTALLATION. EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE NOM. PANEL WIDTH PER TABLES 1-3 I �a NOM. PANEL WIDTH PER TABLES 1-3 �3 pXXXXp, pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION CAN BE OXXXp. } ' 2) 90" & 135" CORNER CONFIGURATIONS CAN BE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. MAX. UNIT 13 z a y MAX. UNIT 3 79 o a o 3) FOR NOM. PANEL WIDTH, SEE TABLES 1-3. HEIGHT / I HEIGHT PER TABLES 1-3 j x PER TABLES 1-3 j �' ju % "X" = OPERABLE PANEL, l o O 1 "O" = INOPERABLE PANEL, jaW� ia� "0"=POCKET POCKET 1 h POCKET I h DETAIL LETTER V = WOOD OR METAL INSTALLATION 1-PANEL 2-PANEL "d'=CONCRETE INSTALLATION CONFIGURATIONS 13 CONFIGURATIONS I SHEET NUMBER MAX. UNIT WIDTH MAX. UNIT WIDTH DLO WIDTH = NOM. PANEL WIDTH - 7" NOM. PANEL WIDTH NOM. PANEL WIDTH DLO HEIGHT= DOOR UNIT HEIGHT-10.125" L HEIGHT =DOOR UNIT HEIGHT-1.866" PER TABLES 1-3 13 13 PER TABLES 1-3 3 I 13 I 13 PANE I 1 13 MAX. UNIT 13 HEIGHT PER TABLES 1-3 in@ ml m m J I I J I 1 3 MAX. UNIT 3 7 I j n h HEIGHT w PER 13 u � � TABLES 1-3 POCKET i 7f � I m m m m m i1`7 I Jc 14 1 1 12�N wow Iv�� t o Luu, a a POCKET j y � I 3-PANEL CONFIGURATIONS -`r - 4-PANEL CONFIGURATIONS 13 '12 '13 3 3 NOM. PANEL WIDTH PER TABLES 1-3 MAX. UNIT HEIGHT PER TABLES 1-3 5-PANEL CONFIGURATIONS I JR 1 OWWO 1 D I NO CHANGES THIS SHEET. I WO TECMWXOGYDRNE N. VENICE FL 312T5 p411l480.1600 REG1SM77DINI23285 MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES 1-3 as complying with the Florida Building Code NOA-No. 20-0429.07 Expiration Date: 04/07/2025 Mlaml-Dade Product Control MAX. UNIT HEIGHT o o 2, TABLES 1-3HI PER �g ;' z, THIS o / SHEET. ``1111111I1//� CORNER, TYP.1- (OUTSIDE CORNER SHOWN, INSIDE CORNER SIMILAR) I SERIES 670 ALUM. SGD - NON -IMPACT I SGD•8770 I NTS 1 2 - 22 I PGTO128 ��'��O' LSGENS� ',•%IC�� - No.58705 ' %J3O�'. 5 ATE F "A, /ONAL 1S', \"� A LYNN MILLER, P.E. P.E.d58705 EXAMPLE CONFIGURATIONS MAX. TESTED UNIT WIDTH = 355-7/16" @ 96" HEIGHT 300-1/4" @ 120" HEIGHT NOM. PANEL WIDTH PER TABLES 1-3 13 tz t3 t 13 MAX. UNIT 13 1 13 - HEIGHT, t 13 96" OR 120" NOM. PANEL WIDTH _ PER TABLES 1-3 1 13 MAX. UNIT 1 13 HEIGHT 1 13 PER TABLES 1-3 NOM. PANEL WIDTH _ PER TABLES 1-3 c 13 MAX. UNIT t t HEIGHT 1 3 PER TABLES 1-3 1 m m m m m m m m iV iV r Jw Jc I 1 1 � Iu�ow 14 logo a POCKET j w —s\r-- 6-PANEL CONFIGURATIONS 1 13 12 1 L©lSa��aT�L� m �nnnnn� riF�'7 m m m Q7 m iE7 m Jw Jc I 14 14 � 1 1 iogo 0 I�W= POCKET f I — \r---J 7-PANEL CONFIGURATIONS 1 13 1 13 1 13 fE7®fE7®®iB7 .� m fE7 m fE7 m m m m m m m m m m rrmFy 8-PANEL CONFIGURATIONS 170TECMNOLOGYDRNE M VENM FL 3W5 (911)480.1500 REGl3TR17IWJ2B Jw JC I 1—iv�?Qo � m lR POCKET j i 1 t3 1 13 1 3 CONFIGURATIONS NOTES: 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB LOCATIONS USING DETAIL "Jy✓', "Jc", "Kw" OR "Kc" INSTALLATION. EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE pXXXXp, pXXXX OR XXXXp. OXXX IN POCKET.CONFIGURATION CAN BE OXXXp. 2) 90" & 135" CORNER CONFIGURATIONS CAN BE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. 3) FOR NOM. PANEL WIDTH, SEE TABLES 1-3. ")(!'= OPERABLE PANEL, "O" = INOPERABLE PANEL, "p" = POCKET DETAIL LETTER azi—I'W1 WOOD OR METAL INSTALLATION "d' = CONCRETE INSTALLATION SHEET NUMBER DLO WIDTH = NOM. PANEL WIDTH -7" DLO HEIGHT= DOOR UNIT HEIGHT - 10.125" PANEL HEIGHT= DOOR UNIT HEIGHT-1.866" EXAMPLE CONFIGURATIONS sia"m I AMS 1 3 - 22 PRODUCT REVISED as complying with the Florida Bulldina Code piration Date:04107/2025 _ Is-7. L L/,,.,. aml-Dada Product Control pNY LY/VA( \\ �� No. 58705 - —'° i TATE F 2L 20O� . '••"ZORID?.. MPACT /'SS/CNAL ENG A. LV<SI� 4�ILL�A', P.E. PGTO128 D P.E.153705 GLAZING DETAILS (G1 & G1A) 3/16" T EXTERIOR a 3/4" NOM. GLASS BITE EXTERIOR 3/16" TEMPERED GLASS, TYPE G1 1/4" TEMPERED GLASS, TYPE G1A GLAZING NOTES: 'T' = TEMPERED I JR 1 032620 1 D I NO CHANGES THIS SHEET. I M YROCE, FL 34275 (341)480.f&v RESISTR47ION92RM DETAILS Sm.= I NTS 1 4 d 22 PRODUCT REVISED as complying with the Florida Dallding Code NOA-No. 20-0429.07 Expiration Date: 04/07/2025 Miami -Dade Product Control z .r : No. 58705 /"01VAL LY lElNG�`. A. R MIUL R. P.E. P.E.B 58705 GLAZING DETAILS (G2 & G2A) 1+ 1" NOM. 3/16" T GLASS — 5/8" AIR SPACE 3/16" T GLASB EXTERIOR 83 3/4" NOM. GLASS BITE STRUCTURAL POLYISOBUTYLENE WITH DESICCANT EXT.GLASS—v 1 /4" NOM. U� \—INT. GLASS O124 KODISPACE ACr'_ roc HOT -MELT BUTYL STRUCTURAL SILICONE FOAM 3/16" NOM. WITH DESICCANT EXT. GLASS U� DINT. GLASS SUPER 125 cOnr1=019 hlvrTM rtcinr�rti.cmcni POLYISO- DESICCANT FILL AREA 1" I.G. GLASS, TYPE G2 BUTYLENE 5/16"NOM. 5116" NOM. SEAL BUTYL 8. SILICONE SEAL DESICCANT ROLL -FORMED FOAM STAINLESS STEEL EXT. GLASS I+ V NOM. EXT. GLASS 1 /4" T GLASS — 1/2" AIR SPACE 1/4" T GLASt EXTERIOR a83 3/4" NOM. GLASS BITE 1" I.G. GLASS, TYPE G2A GLAZING NOTES 'T' = TEMPERED JR 1 032820 1 D I NO CHANGES THIS SHEET, JR a.', ors a,.om o"' JR 02/10/f4 U� \—INT.GLASS v \—INT. GLASS PRODUCT REVISED as comp1yIng with the Florida �zs DURASEAL@ 127 XL EDGETM NOA-ng Code NOA-No. 20-0429.07 SPACER SPACER Expiration Date:04107/2025 BY: — 1. -•7 1. Ll,.," Miami -Dade Product Control Part # Description Material 124 Kommeding 4SG TPS Spacer System See this Sheet for Materials 125 Quanex Super Spacer nXTwith Hot Melt Butyl 126 Quanex Duraseal 127 Cardinal XL Edge Spacer REFERENCE TEST REPORTS: FTL-8717. 8968 8 8970 M v011CAFLSW7s GLAZING L& IAILS (B41)486f888 m REGISTRA7ION049P88 SERIES 670 ALUM. SGD - NON -IMPACT a.rrese sair — a.rek. ® .1.70 NTS 5 - 22 1 PGTO128 Y LYNN�.,�. z'a No. 58705 •1 =v G2 0 ORION.-' A. LS'I4N MIL`P.E. P.E.958705 TADI C +- Design Pressure (DP) and Anchor Quantities Required, (for all approved configurations on Sheets 2 & 3) For comer astragal anchorage on 90° or 1351 tourer units, see sheet 11 Table applies to all Glass types and the Stile/Astragal types shown below. Positive (+) OP may be limited by Table 1A. Door Unit Haight 80 89 90" 96- /g' DLO AnchorGmup - AnchorGmup AnchorGmup AnchorGmup A B C D A D C D A B C D A B C D Design Pressure -90.01427.1 +90.01420 +90.01410.6 +90.0/-1029 24" 17" Head/Sill C4+1 C4+1 C4+1 G1+1 C4+1 C4+1 C4+1 C4+1 C4+1 CA+1 C4+1 C4+1 C4+1 CA+1 C4+1 C4+1 DLO Jamb 10 8_ a 8 10 8 8 8 10 1 8 8 8 10 8 8 8 P-hook 8+1 ,B+7 8+7 6+7 7+8 7+6 7+11 7+8 1+13 7+8 7+8 7*g 7*8 T+0 7+8 7+8 Desgn Pressure *90.0/-106.3 +90.01-100.2 +90.01-92.2 +85.3/A5.3 3(„ 23° Head/Sell C4+1 G1+1 I C4+1 C4+1 C4+1 G4+1 C4+1 C4+1 C4+1 C4+1 C4+1 Ct+1 C4+1 C4+1 C4+1 C4*1 DLO Jamb 10 a 8 8 10 8 8 8 10 8 8 8 10 8 8 8 P-hook 8+7 8+1 8+7 8+7 7+8 1 7+8 1 7+8 1 7+8 1+8 7+8 7+8 7+g 7+8 7+8 7+8 7+8 Design Piessure +90.01-92.9 +87.31-87.3 +80.0/-80 -73.81-73.8 1. a. Head/S8i CA+1 I G4+1 I C4+1 1 C4+1 C4+1 CA+1 C4+1 Gt+1 C4+1 C4+1 C4+11.4+2.+2 C4+1 C4+1 C4+1 t DLO Jamb 10 8 B 8 10 8 8 a 10 8 8 8 8 8 Palook 6+7 8+7 6+7 6+7 1+8 7+8 7+8 7+8 7+8 7+0 7+0 7+8 7+8 7+8 42• 35- DesinPiessum +83.7/-83.7 +7a.4/-78.4 +71.6/-71.5+65.8/55.8 Head/SDI C4+2 C4+2 C4+2 CA+2 C4+2 CA+2 C4+2 GS+2 C4+1 G*1 C4+1 DLO Jamb 10 8 8 8 10 8 10 B 8 8 8 8 P-hook 6+7 0+7 8+7 6+7 7+0 T 1+8 7+0 7+8 7+8 7+8 7+8 oDesinPressure �� 41' +77.1/-77.1 +720 +65.51.65.5+60.0/50 Head/S01 CA+2 CA+2 C4+2 C4+2 C4+2 C4+2 F C4+2 C4+2 C4+2 CA+2 C4+2 C4+2 DLO Jamb 10 8 8 8 10 8 10 8 8 810 P-hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 1+a 7+8 7+8 7+8 &mlgn Pressure +725/-725 +67.4 +61.0/51 +54.7/54.7 1.47" DLO Head/Sill Gi+2 CA+2 C4+2 C4+2 C4+2 CA+2 C4+2 CA+2 C4+2 CA+2 C4+2 CA+2 C4+2 C4+2 Jamb 10 8 a 8 10%64,01-64 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+a Des' n Piessum +69.11-69.1 �.+2+2 +57.6157.6 -50.8150.6 53" Head/S81 CA+3 CA+3 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 6 10 8 8 8 10 1 8 1 8 1 8 P410ck 1 5+7 1 6+7 1 6+7 fi+7 7+8 7*8 7*8 7+8 7+8 1 7+8 1 7+8 1 7+8 1+8 1 7+8 1 7+8 1 7+8 t-UK tAAMYLt UN U'INU IAt3Lt, Jtt SKtt 1 1. DLO WIDTH = NOM. PANEL WIDTH - 7" DLO HEIGHT= DOOR UNIT HEIGHT - 10.125" TADI C IA - Sill Height to Max. (+) DP (Water Infiltration Rating) Sill Riser Height (+) Design (Flat or Box, see Pressure, psi Sheet 17) Flush-1-1/2" see note 3 Low - 2-l/2" + 46.67 Medium - 3-1/4° + 60.0 High-4" 1 +90.0 �7aaClull�-iC�] OH RATIO = OH LENGTH OH HEIGHT 9OH LENGTH N x t9 � s oI OH RATIO a 1 O � SEE NOTE 3 NOTES: 1) POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 4" SILL. 2) WHEN USING THE 2-112" 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. PANEL HEIGHT = DOOR UNIT HEIGHT - 1.866" TLJC Pni I r11AfiMr_ QT11 C A. AQTDAr-AI TVDCC QUAI I DC I IQ=n CnD TADI C " .......TO —R-10In Ale A KIM c.UCCTD 40 O Interlock P-hook Lockstile @ Jamb Straight Astragal Assembly Lockstile @ Straight Astragal 90° Astragal Assembly Lockstile @ 90" Astragal 135' Astragal Assembly Lockstile @ 135° Astragal Standard Stiles Standard Stile Standard Stile Standard Stile Standard Stile Heavy-dutyStlle Heavy-duty Stile Heavy-duty5tile Heavy-duty Stile Standard Astragal - Outside C In side Corner Outside Garner Inside — Corner - Inside Comer Outside Corner Part #60 (x2) Part#60 Part 060 Part #60 (Stile) Part #67 (Astragal) Part #60 Part #61(Stile) Part #128 (Comer Receiver) Part #119 (Out.) Part #120 (In.) Part 461(Stlle) Parts #31 & 031 (Corn. & Fxd Mount) Part #61 ALVENIC80FL .16W 5 �UYANUANL;HUKA(at NO CHANGES THIS SHEET. REGISM4710NA112M SERIES 670 ALUM. SGD - NON -IMPACT rae ® SGDs70 NTS 6 - 22 �� PGT0f28 PRODUCT REVISED as ca 1 Ing with the Florida Building Code NOA-No. 20-0429.07 Expiration Date: 04/07/2025 By: _ I s-7 1. Mlaml-Dade Product Control Illl Ill/ NY LYNrv"i ,11 P�.• �10ENSF••,��� ' �r ; No. 58705 ��T'•, ATE F : � ��� '. GCS, ''•:��ORIDP•. •'' \�: SZ01VAL ECG``• r/r 1111101\\ A LYNN MILLER, P.E. P.E.# 58705 TABLE 2: Design Pressure (DP) and Anchor Quantities Required, (for all approved configurations on Shoots 2 & 3) Forcomerestragal anchorage on 00' or 13S' comerunits, am shoat 11 Table applies to all Glass types and Door ONt Height the SIIIeJAstragel types shown below. Pasithe (+) DP may ba limited by Table 7A. 80" 69-7/0 DLO 1. 3- DLO 90" 78.718' DLO 96` g5-7/e' DLO 102` 91.7I8' DLO lug- 97-7 g DLO 114' 103-7I8` DLO 120' 1— / O Anehor Group Am or Group Anc orGmup Anchor Group Anchor Group Anchor Gmup Anchor Group Anc or Gmup A B C D A B C D A j B IC D A B C D A I B I C 1 D A B C D A B C D A B C D Design Pie s +90.0/440.0 490.01-133.0 +90A/-1220 +90.0/-714.u. +80.0/-106.0 +80.01-99.0 .90.01-93.0 +BflO/A8.0 17' Hmd/SIO C4+1 I C4+1 C4+1 1 C4+1 C4+1 C4N C4+i C4+1 C4+1 C4+1 C9+1 C4+1 C4r1 C4+1 Cq+1 G+1 C4+1 C4+1 C4+1 C4+1 C4+1 C9+1 C4+1 Cq+1 +1 c4+1 C4+1 C4+1 C4+1 C4+1 C4+1DLO 24. Jamb 10 e B B 10 B e 0 10 8 0 0 10 B e e 10 10 101010 10 10 10 10 10 10 10 10 IDP-hook 7+8 7+e 7+8 7+a 7+8 7+a7+8 7+B 7+0 7+B 7+8 7+8 7+8 7+8 7r8 7+8 0+9 8+9 8+9 B+9 8+9 . B+g 8+g 10 9N0 9+10 9+10 9+10 9+10 9+10Design Pressure +90.0/-141.8 +90.01-133.6 +90.01-122.9 +90.0/413.8 +90.0/4069 +90.0/59./ .01-93.1 +87.8/.87.630, 23' Headislll C5+2 C5+2 C5+1 C6+1 C5+1 C6r1 C6+1 C5+1 C5+1 C5+1 C5+1 C5+1 C5+1 C5+1 C5+1 C5+1 C5N CSrt C5+1 C5+1 C5+1 C5+1 C5+1 C5+1 +1 CSH C5+1 C5+1 C5+1 C5+1 C5+1OLD Jamb 12 10Be 12 10 e e 12 10 8 B 12 10 e B 12 10 10 10 12 10 10 10 0 10 iD MID12 12 10 10 10P-hook A a.e 8+9 8+9 8+9 8+9 8+9 8+9'0+9 9+B 0+9 8+9 B+9 8+9 8+9 8+9 8+9 BrB 8+9 8+9 8+9 a+9 8+9 8+9 10 9+10 9+10 9+10 9+10 9+10 9+10Design Pressure +90.01-1219 +90.0/-116.4 +90.01-106.7 +90.01-98.5 +90.0/51.4 +85.3/-85.3 .0/410.0 +763/-75.336"21" Head/Sill C5+2 C5+2 C5+2 C5+2 C5+2 C5r2 C5+2 CS+2 C5+2 C5+2 C5+2 CS+2 CS+2 C5+2 C5+1 C5+1 C5+1 C5+1 C5+1 C5+1 C5+1 C5+1 C5+1 C5+1 +1 CS+1 C5+1 C5+1 CSM C5+1 C5NDLO Jamb 12 10 B 8 12 - 10 B 8 12 10 e 8 12 10 a B 12 10 10 10 12 10 10 t0 0 d0 10 12 10 10 10P-ook 1+9 8+9 8+9 8+9 8+9 8+B 8+9 8+9 a+9 8+9 8+9 8+9 8+9 8+9 8+9 8+98+9 0+9 8+9 8+9 8+9 8+9 8+9 8+9 10 9+10 9+10 9+10 9+10 9+10 9+10Design Prestos +90.01-111.6 +90.01404.5 +90.0/-95.4 487.81.87.8 +B1.31.81.3 +75.7/-767 .8/-70.0 +66.5/56.5 35' Head/S19 C5+2 C5+2 CS+2 C5+2 C5+2 C5+2 CS+2 C5+2 C5+2 C5+2 CS+2 C5+2 C5+2 C5+2 C5+2 CS+2 C5+2 C5+2 05+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 a 42 DLO Jamb 12 8 B 12 10 e 8 12 10 8 e 12 10 6 e 12 10 10 10 12 10 10 10 12 10 10 10 12 10 10 10' P-hook 819 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 0+9 8+9 8+9 8+9 8+9 ar9 6+9 8+9 Us 9+10 9+10 9+10 9+10 8+10 9+10 9+10 9+10 Design Pressure +90.01402.9 +90.01.96.0 +87.31.87.3 +80.0/-MO +73.81.73.8 +68.. -6U.6 +64.9/-64.0 1 +60.0/-60.0 41' HeaNSia C5+2 C5+2 C5+2 CS+2 CS+2 CS+2 C5+2 CSr2 C5+2 Ott 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 4B' OLO Jamb 12 10 8 0 12 10 B B 12 10 B 8. .2 10 a 8 12 1 10 1 10 1 10 12 1 10 1 10 1 10 1 12 1 10 1 10 1 10 12 1 10 1 10 1 10 P-hook 8+9 8+9 1 8+9 1 8+9 0+9 1 8+9 1 5+9 1 8+9 8+9 1 8+9 1 8+9 8+B 8+9 B+9 1 8+9 1 B+9 8+9 1 8+9 1 8+9 1 8+9 8+9 1 8+9 1 8+9 1 8+9 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 64, 60' 4T DLO Design Pressure +83.01-83.0 +77.21-77.2 +69.81.69.8 +63.8/-61.8 Not available In these sizes Head/Sill C4+3 C4+3 C4+2 C4+2 C4+2 C4+2NC42 C4+2 C4+2 C4+2 09+2 C4+2 C4+2 04+2 C4+2 04+2 Jamb 10 a a a 10 a 0 10 B 8 B 10 B8eP-hook 7+8 7+B 7+8 7+8 7+8 7+8 7+8 7+e 7+5 7+8 7+8 7+8 7+8 7+8 7+8 S3' DLO Design Pressure +79.21-79.2 +73.3 +66.0/i6.0 +60.0/-60.0 Headisi0 C4+3 C4+3 C4+3 04+3 C4+3 C4+3 C4+3 C4+3 C4+2 C4+2 C4+2 C4+2 C4+2 CA+2 C4+2 Cq+2 Jamb 10 a 8 e 10 0 8 8 1 101 0 1 0 I B 1 10 a I 9 I a P-hook 7+8 1 7+8 1 7+0 1 7+8 7+8 7+e 1 7+8 1 7+8 1 7+8 1 7+e 1 7+8 t 7+e 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-duty5tile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Standard Astragal OutsideComer Inside Corner Outside Corner Inside Corner Insid e Corner Outside Corner Part #61(x2) Part #61 Part #61 Part #61 (Stile) part #6 (Astragal) Part #61 Part H61(Stile) Part #118 (Corner Receiver) Part #119 (Out.) part #120 (In.) Part #61(Stile) Parts #31 & #32 (Corn. & Fxd Mount) Part #61 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 PRIES. UNCHANGED). SEE TABLE 2A. 3) 4", 3-1/4" AND 2-12" SILL HEIGHTS ARE TESTED.FOR WATER.INFILTRATION WHEREAS THE 1-1/2" SILL IS NOT AND MUST ONLY BE USED s WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS C7 PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FBC (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR = WATER INFILTRATION. x0 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 LENGTH OH RATIO = 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. OH HEIGHT - K vavioE L14278 - DPAND ANCHORAGE f841J480-imo M NO CHANGES THIS SHEET. RESISM77ON929M SERIES 670 ALUM. SGD 8W4N4t 8r♦te so„e ® SGDe70 NTS 7 a 22 OH LENGTH I- - OH RATIO a 1 I SEE NOTE 3 W-IMPACT ,.ao PGT0128 TABLE 2A: 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 - 3-114" + 60.0 High-4' +90.0 SEE NOTES 1-3 DLO WIDTH = NBM. PANEL WIDTH -7" DLO HEIGHT = DOOR UNIT HEIGHT-10.125" PANEL HEIGHT = DOOR UNIT HEIGHT - 1.866" PRODUCT REVISED as comp)yIng with the Florida Bullding Code NQA-No. 20-0429.07 Expiration Date: 04/07/2025 BY: _1cr-7 i.L/r I. Mlaml-Dado Product Control ��•'• LICENSE ''����� 'ha No.58705 •� ;J. , yf�2J�p..��` ONAL A LEN�.�. VNN MILLW P.E. P.E.# 58705 TART P 1. Design Pressure (DP) and Anchor Quantities Required, (for all approved configurations on Sheets 2 & 3) For comer astragal anchorage an 90' or 135" comer units, see sheet 11 Table applies to all Glass types and the StielAstragal types shown below. Posiete (+) DP may be limited by Table 3A. Door Unit 80" 84' Height go' 96' 69-7/8' DLO 73-7/8" DLO 79-7/8' DLO 85-7/8" DLO Anchor Type Anchor Type Anchar Type Anchor Type A I B I C I D A B C D A 1 B 1 C I D I A 1 B 1 C ID Dsslgn Pressure + -74u.uV + -114.0 17" Head/Sill C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4r1 C4+1- C4+1 C4+1 C4+1 C4+1 C4+1 DLO Jamb 10 8 8 8 10 8 8 8 10 1 8 1 8 8 10 8 8 6 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+B 7+8 7+8 7+8 Design Pressure +90.01-159.5 +90.01-150.3 +90,0/-138.2 +90.0/-128 30° M. Head/Sill 06+2 C8+2 CS+2 CS+2 CB+2 CB+2 CS+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 B 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/-130.9WO/ 0/-120 +90.0/-110.8 36" 29" DLO Head/Sill C6+2 C6+2 C5+2 C5+2 C6+2 C8+2 C5+2 C5+2Cl C5+2 C5+2 C6+2 C6+2 C5+2 C5+2 Jamb 14 12 8 8 14 12 8 88 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 Design Pressure +90.0/-125.5 +90.01-117.6/-107.3 +90.0/-98.7 42' 35, Head/Sill C6+2 C6+2 C5+2 CS+2 C6+2 C6+2 CS+2 C5+22 CS+2 C5+2 C6+2 C6+2 C5+2 C5+2 a DLO Jamb 14 12 8 8 14 12 8 88 8 14 12 B 8 P-hook 9+10 9+10 9+10 9+10 9+10 9+10 9+10 5+10 9+10 9+10 9+10 9+10 9+10 9+10 E Design Pressure +90.01-115.7 +90.0/-108 +90.01-98.2 +90.01-90 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 CS+2 C6+2 CB+2 C5+2 C5+2 DLO Jamb 14 12 B 8 14 12 8 8 14 12 8 8 14 1 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 +831-83 +77.2/-77.2 +69.81-69.8 +62.61-62.6 54" 47' Head/Sill C4+3 C4+3 C4+2 C4+21 C4+2 C4+2 04+2 C4+2 C4+2 C4+2 04+2 C4+P 04+2 04+2 04+2 04+2 DLO Jamb 10 8 e B 10 B 8 8 10 8 8 8 10 8 8 8 P-hook 7+8 7+8 7+8 7+0 7+8 1 7+8 1 7+8 1 7+8 7+8 1 7+8 1 7+8 1 7+8 7+8 1 7+8 1 7+8 1 7+8 Design Pressure +79.21-79.2 +73.31-73.3 +Bfi/-66 +5B/•5B 80° 53, Head/Sill C4+3 C4+3 C4+3 (5+3 C4+3 C4+3 I C4+3 I C4+3 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 DLO Jamb 10 8 1 8 8 10 1 B 1 8 1 8 1 10 1 8 1 8 1 8 1 10 1 8 8 8 P-hook 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+11 1 7+8 1 7+8 1 7+8 1 7+8 17+8 TARI F RA• Sill Height to Max. (+) DP (Water Infiltration Rating) SIII Riser Haight (+) Design (Flat or Box, see Pressure, psi 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 LENGTH O II0 OH RATIO 21 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 OP 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', 3-14' 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 FUK IzAAMYLt UN USING IAtd Lt, Stt SKtt I /. ' 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL PRODUCT REVISED DLO WIDTH = NOM. PANEL WIDTH - 7" QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. as complying with the Florida Building code DLO HEIGHT =DOOR UNIT HEIGHT-10.125" NOA-No. 20-0429.07 Expiration Date: 04/07/2025 PANEL HEIGHT = DOOR UNIT HEIGHT-1.866" By: _ 11-7 1. Miamt-Dade Product Control 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 Assembly Lockstile @ Straight Astragal 90" Astragal Assembly Lockstile @ 90' Astragal 135" Astragal Assembly Lockstile @ 135' Astragal Heavy-duty Stiles Heavy-duty Stile Heavy-dutyStlle Heavy-dutyStile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Effe Heavy-duty Astragal Outside Comer � Insideide Comer' I l Outside Corner Inside Corner Inside Corner Outside Comer Part #61(x2) Part #61 Part #61 Part #61 (Stile) Part #68 (Astragal) Part#61 Part #61 (Stile) Part #118 (Corner Receiver) Part #119 (Out.) Part #120 (In.) Part U61(Stile) Parts #31 & #32 (Cam. & Fxd Mount) Part#61 I JR 1 03/2620 1 D I NO CHANGES THIS SHEET. I (941)480.1600 REGISM710N DPANDANCHORAGE _ SERIES 670 ALUM. SGD - NON -IMPACT swwe,at ao+r ene o.,eprn sco-a7o NTS 8 d 22 PGTO128 A�t11ntI11I, .; No. 58705 STATE OF ((, S O G S \ , �IINALt1�\\. A. LYNN MILLER, P.E. 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 SPLICE `. •. REQUIRED @ (PERPENDICULAR TO GLASS SEE "C5" CLUSTER SEE "C5" CLUSTER DETAILS, NOTE, EXTERIOR PLANE) SEE TABLE 2, SHEET 7 DETAILS, SHEET 10 FOR REQUIRES "C6" SHEET 10 FOR INTERLOCK FOR ASTRAGAL INTERLOCK 24" MAX. O.C. THIS POCKETS AND \ 42" NOM. CLUSTER, SEE SHEET SEE POCKET 9 P HOOK I PANEL WIDTH DETAILS, SHEET 11 x 4.051 24" MAX. O.C. 24" MAX. O.C. 42" NOM. PANEL WIDTH 3.5" 4",1!W.yd x x x x x JAMB MOUNTING x x x f x x x x INSTALLATION, ADAPTER 6" MAX. (off I x x x x x x x xx x x x THIS SHEET ANCHORS MIDWAY I I L x I t' & SHEET 14 BETWEEN P-HOOK I 101 ' 3 MAX ANCHORS & AT 3" i� O —FRAME FRAME FROM TOP & 1 74" ANCHORS 96" BOTTOM i o a MAX. O.C. I I I 11a" MAX. D.C. Z,' t o UNIT "MAX. TO OPENING I A ®= P W& -HOOK HEIGH I I I I I EDGE OF POCKET SEE l a a ®� I T OANCHORS INSTALLATION i �� I I i0, ;U DETAILS'm3 I®I IoI Mo=P-HOOK END PANEL SHEET 14 & PART i ®, MOUNTING -ANCHORAGE DETAILS'J'&'K, IY IoI 3"MAX. ADAPTER (2 ANCHORS) SHEET 19 FOR i� to ANCHORS P-HOOK L--_--6'_MAX. - x x "+2" ANCHORS x x x - - x x x x ANCHORAGE END PANEL x' x, x x x x x x x x x' x ANCHORAGE x' x xxx ,._' (SEE SKETCH BELOW) AN ANCHORAGE CENTERLINE 8- MAX., TYP.ANCHORAGE ANCHORAGE ANCHORAGE OF PANEL i 2.04" EXAMPLE: 5-PANEL. 2 TRACK, 90" OUTSIDE CORNER - PXX/XXO - EXT. MOUNT POCKET ANCHORAGE PLAN: 42" x 96" NOM. PANELS, ANCHOR GROUP C IN CONCRETE SUBSTRATE (SEE TABLE 2, SHEET 7) ANCHORAGE EXAMPLE NOTES: i t 1) APPROVED ANCHORS: SEE TABLE A, SHEET 1 2) ANCHOR LOCATION SPACING FOR ANCHOR CENTERLINE OF QUANTITIES SPECIFIED IN TABLES 1.3. SHEETS 6-8: INTERLOCK HEAD & SILL: 8" MAX. FROM FRAME CORNERS. USE SEE "C5" CLUSTER SPECIFIED CLUSTER FROM APPROPRIATE TABLES, 'DETAILS, SHEET 10 SHEETS 6.8 AT EACH INTERLOCK AND STRAIGHT FOR INTERLOCK AND CORNER ASTRAGAL LOCATION, PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE "+2" ANCHORAGE ANCHORS PER PANEL. ADDITIONAL ANCHORS ZV O C MAXIMUM L 21" MAX. O.C. 6 MAX. 1 CENTERLINE JAMBS & P-HOOKS: 6" MAX. FROM BOTTOM, 21" MAX. ANCHOR PAIR O.C. (JAMBS), 14" MAX. ANCHOR —TRACK OF PANEL 2 O.C. (P-HOOK) UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHEETS 6-8. SEE P-HOOKANCHOR DETAILS ON SHEET 14. FRAME JAMB REQUIRES "+2" ANCHORAGE SEE "C5"CLUSTER END PANEL ANCHOR PAIR CENTERLINE CENTERLINE ANCHORAGE "C6"CLUSTER, SEE OF DETAILS, SHEET 10 OF DETAILS, SHEEP 11 INTERLOCK FOR ASTRAGAL ASTRAGAL (2 ANCHORS) g" (� 4.051" I MAX. I • • y• I CENTERLINE CENTERLINE CENTERLINE +2"ANCHORAGE "+2"ANCHORAGE (� OF PANEL 3 � OF PANEL 4 I OF PANEL 5 SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS f o AL �M FL3WS ANCHORAGE SPACING & EXAMPLE PLANS 1600 NO CHANGES THIS SHEET. PWIS RANOONf2am SERIES 670 ALUM. SGD - NON -IMPACT mz ® s i.ree� Pk 1 --Wv n scae7o NTS 9 d 22 PG70128 6" MAX. x 4 PAIRS OF x x ANCHORS (TOTAL 8 21"MAX ANCHORS) D.C. PER JAMB x x� (SEE JAMB DETAIL I x i BELOW) ";/ END PANEL 6"MAX ANCHORAGE(SEE \—"+Z" SKETCH BELOW) ANCHORAGE SPLICE NOTE: NONSTRUCTURAL ANCHORS MAY BE ADDED AS NEEDED TO ALIGN THE HEAD OR SILL IF A SPLICE OCCURS AT THE P-HOOK. PRODUCT REVISED as eomplving with the Florida Building Lode NOA-No. 20-0429.07 Expiration Date: 04/07/2025 By:_ 11r 7, I.44-1. Mlaml-Dade Product Control �IIInnII � .•"� �IGENgF'•. �� No.58705 - A. LYNN MILLER, P.E. P.E.9 58705 ASTRAGAL OR SPLICE LOCATION INTERLOCK-j---iF NEEDED CENTERLINE 1 3.5" 1.75" 4" DIAG. 2.04" 7" EXTERIOR 3.5" 2-TRACK FRAME HEAD/SILL 0ASTRAGALORINTERLOCK (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, "C4') ASTRAGAL OR SPLICE LOCATION INTERLOCK-4-IF NEEDED CENTERLINE I 3.5" 0 4.08 I EXTERIOR 7„ v 3-TRACK FRAME HEAD/SILL CM ASTRAGAL OR INTERLOCK (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, "C4") ASTRAGAL OR SPLICE LOCATION INTERLOCK--�-IF NEEDED CENTERLINE { 1.75" 3.5" ASTRAGAL OR I (FOR SPLICE INTERLOCK-1 CONDITION, USE CENTERLINE "C6" CLUSTER DETAIL) 7„ 7„ 2.04" 4" DIAG EXTERIOR 7n v 2-TRACK FRAME HEAD/SILL (ASTRAGALORINTERLOCK (USE WHERE 5 CLUSTER ANCHORS ARE REQUIRED, "CS') ASTRAGAL OR SPLICE LOCATION INTERLOCK IF NEEDED CENTERLINE 1.75" =7" b3i4 EXTERIOR n 7„ �7 2-TRACK FRAME HEAD/SILL �ASTRAGALORINTERLOCK (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED, "C6") ASTRAGAL OR (FOR SPLICE INTERLOCK- CONDITION, USE CENTERLINE I "C6" CLUSTER DETAIL) 2.04" 4.08" EXTjERIIOR 7„ 4" DIAG. EXTERIOI 1/ 3-TRACK FRAME HEAD/SILL 0 ASTRAGAL OR INTERLOCK (USE WHERE 5 CLUSTER ANCHORS ARE REQUIRED, "CS) ASTRAGAL OR � (FOR SPLICE INTERLOCK CONDITION, USE CENTERLINE l "C6" CLUSTER DETAIL) 3.5" 2.04" 2.04" 4" DIAG. EXTERIOR EXTERIOR 10, 4-TRACK FRAME HEAD/SILL 10, CD ASTRAGAL OR INTERLOCK (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, JR 03/26,20 D I NO CHANGES THIS SHEET. DIAG. 7 4,08" i. - 7" —� 4-TRACK FRAME HEAD/SILL (a) ASTRAGAL OR INTERLOCK (USE WHERE 5 CLUSTER ANCHORS ARE REQUIRED, "C5-) N. VFMCE, FL 3075 (811)16011600 REGISTRATIONAWN ASTRAGAL OR SPLICE LOCATION INTERLOCK- IF NEEDED CENTERLINE 7. 4 3.5" I� - 2.04" 3-TRACK FRAME HEAD/SILL 0 ASTRAGAL OR INTERLOCK (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED, "C6") ASTRAGAL OR (FOR SPLICE INTERLOCK--+ CONDITION, DO NOT rcn,rcol Im= USE THIS DETAIL) EXTERIOR V 4" 6" DIA( 2.04" EXTERIOR � 21" MAX. O.C. 21" 5.64" MAX. O.C. 6" MAX. �2 TRACK FRAMEJAMB ANCHOR PAIR 6" MAX. I 4-TRACK "DIAG. FRAME JAMB EXTERIOR ANCHOR PAIR 04„ ANCHORS MAY BE INSTALLED 21' EITHER IN THE EXT. OR INT. MAX. TRACK (INT. SHOWN) O.C. 5.& 6" MAX. 3-TRACK FRAME JAMB ANCHOR PAIR IU/SCA 3.5" FOR SPLICED CONDITIONS ONLY: SPLICE LOCATION 1 F NEEDED --I 3.5" I�- 4-TRACK FRAME HEAD/SILL @ ASTRAGAL OR INTERLOCK (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED, "C6") WITH & WITHOUT SPLICE CONDITION I SERIES 670 ALUM. SGD - NON -IMPACT I SGD470 I NTS 110 d 22 I PGTO128 NOTES: 1. ALL DIMENSIONS SHOWN ARE BASED ON MIN. ALLOWED. 2. FOR HEAD OR SILL SPLICE LOCATIONS/ANCHORAGE AT P-HOOK SEE SHEET 9. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0429.07 Expiration Date: 04/07/2025 By:_ 1 s1-7 Miami -Dade Product Control llll Ill/ 0tvY LY/V/y i N0. 58705 'BOO; G IYTTE F 21 \ S ., S7 " • • " r1G �. 101VAL A. LYNN MILLER, P.E. PEA 58705 2.04"' INTERIOR 6.12" 4" DIAG. INTERIOR 90° I I 3 " EXTERIOR INTERIOR I� 4„ 2,04I J EX" EXTERIORIO R /\1 90" CORNER 2-TRACK FRAME HEAD/SILL (USE WHERE 4 CLUSTER ANCHORS ARE REQUIRED, "C41 4.08"' INTERIOR 4" INTERIOR 90 4.08" 6.12" 2.04" 11I - 2.04" J I1--7"E EXTERIOR 90" CORNER 2-TRACK FRAME HEAD/SILL (USE WHERE 5 OR 6 CLUSTER ANCHORS ARE REQUIRED, "C6") k2-O4" INTERIOR 2.04"1. ALL DIMENSIONS SHOWN 7" ARE BASED ON MINIMUM ALLOWED. 3.5" 2. DETAILS DEPICT ANCHOR INTERIOR QUANTITY AND SPACING, RIOR AND WOULD BE IDENTICAL 4" DIAG. FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS. "+1"ANCHOR J 4 7 2.04" EXTERIOR 2.04" 8.94" 135" CORNER 135" CORNER I CENTERLINE 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL _ f OF PANEL (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER ANCHORS ARE REQUIRED, "j�jD ANCHORS ARE REQUIRED, "C6") "+2" ANCHOR EXTERIOR INTERIOR INTERIOR 741 -r 7" I 135° 1 3.5" { I \> 4" EXTERIOR 1 7" �-1 90" CORNER 3-TRACK FRAME HEAD/SILL ("C6' ANCHOR CLUSTER REQUIRED AT ALL 3-TRACK CORNERS) INTERIOR , I 6.12" 1 - 2.04' 4" 1 EXTERIOR 4„ 3.5" 1 -r 7" 1 I ---I'3_5" - 4„ EXTERIOR 1~ 7 90° CORNER 4-TRACK FRAME HEAD/SILL ("CB" ANCHOR CLUSTER REQUIRED AT ALL 4-TRACK CORNERS) NO CHANGES THIS SHEET: 4.08" 5.37" AG. 3.5" EXTERIOR 7" 4" 135" CORNER 3-TRACK FRAME HEAD/SILL ("C6" ANCHOR CLUSTER REQUIRED AT ALL 3-TRACK CORNERS) ERIOR ALT INTERIO6.12"G 4" DIAG. 3.5" 4, EXTERIOR 135" CORNER 4-TRACK FRAME HEAD/SILL ("C8' ANCHOR CLUSTER REQUIRED AT ALL 4-TRACK CORNERS) 10707ECHIvoLOGYDRNE N. VE7V1C� FL 31T75 (s1f)�eo.feoo REG1STR4710Nd7P180 4.08" 2.04" "+1"ANCHOR 4" DIAG. CENTERLINE EXTERIOR OF PANEL 5„ "+3" ANCHOR CENTERLINE 1 2.04" OF PANEL " 3.5" INTERIOR "+2"ANCHOR 7, 4"DIAG. EXTERIOR CENTERLINE OF PANEL n VIEWS 2-TRACK FRAME HEAD/SILL V INTERMEDIATE ANCHOR LAYOUT 4" DIAG. PRODUCT REVISED as complying with the Florida Building Code 2.04" T NOA-No. 20-0429.07 6.12" 3.5" Expiration Date: 04/07/2025 CENTERLINE Y OF PANEL Br: _ Dade 1 � duct Miami -Dade Product Control .04" "+3" ANCHOR 4A8" EXTERIOR `111111111 l.''�Ii 3.5" f 2.04"J I CENTERLINE OF PANEL � 4-TRACK FRAME HEAD/SILL = No. 58705Gam` = INTERMEDIATE ANCHOR LAYOUT = _ (3 TRACK SIMILAR)BY�a�O A ATE F (V ANCHOIRMA , EXAMPLE CLUSTERSaft ��RIDH..'G\�; SERIES 670 ALUM. SGD - NON -IMPACT '' 11111111/ nz •' sure — —"N' wv: A LYNN MILLER, P.E. SGD6J0 NTS 11 - 22 PGTO128 ji REA 58705 INSTALLATION DETAILS EDGE DISTANCE: SEE TABLE A, SHEET 1 EXTERIOR 2-1 /16" o MAX' SHIM EXTERIOR =■rocn.rcnir. T �1 T� f� � � � T SEE TABLE A, I SHEET I L// 2X WOOD WOOD ANCHOR TYP., TYP., SEE ANCHOR SEE ANCHOR NOTES NOTE 3, SHEET 1 & TABLE A, SHEET 1 ga 2-TRACK FRAME HEAD w WOOD INSTALLATION WOOD ANCHOR TYP., 2X WOOD SEE AN*DISTANCE: EEANCHO & TAB3, SHEET 1 SEEANCHOR NOTE 5, SHEET 1 (1/4" MAX.) EXTERIORE SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 2-TRACK FRAME SILL Dw WOOD INSTALLATION EMBEDMENT: SEE 'I 1 TABLE A, SHEET 1 1 2X WOOD EDGE DISTANCE: TYP., SEE ANCHOR SEE TABLE A, NOTE 3,SHEET I SHEETI 2-1/16" WOOD ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, -SHEET"1 EXTERIOR O I I/4" MAX. SHIM 2-TRACK FRAME JAMB WOOD INSTALLATION EMBEDMENT: SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET, MIN. OF 3 THREADS BEYOND EDGE DISTANCE: _ EDGE DISTANCE: THE METAL SUBSTRATE SEE TABLE A, SHEET 1 SEE TABLE A, SHEET 1 2-1/1 B" • 2-1 /16" • NOTES: 1/4" 1/4" 1. ALL DIMENSIONS o MAX, MAX. SHOWN ARE BASED - SHIM EXTERIOR SHIM ON MIN. ALLOWED. a T 2. METAL OR WOOD t SUBSTRATES MAY BE USED FOR ALL FRAME 2X WOOD WOOD ANCHOR TYP., METAL TYP., SEE SMS ANCHOR TYP., TYPES PER TABLE A TYP., SEE ANCHOR SEE ANCHOR NOTES TABLE A & ANCHOR SEE ANCHOR NOTES SHEET 1. NOTE 3, SHEET 1 & TABLE A, SHEET 1 NOTE 4, SHEET 1 & TABLE A, SHEET 1 • DIAGONAL O.C. IS 3-TRACK FRAME HEAD 4-TRACK FRAME HEAD MIN 4" (HEAD & SILL) Bw WOOD INSTALLATION (.1v METAL INSTALLATION OR 6" (JAMB) SEE WOOD ANCHOR TYP., 2X WOOD SMS ANCHOR TYP., METAL TYP., SEE DETAILS, SHEETS 10 & 11. R SEE ANCHOR NOTES TYP., SEE ANCHOR SEE ANCHOR NOTES TABLE A & ANCHOR SEE & TABLE A, SHEET 1 NOTE 3, SHEET 1 SEE & TABLE A, SHEET 17 NOTE 4, SHEET 1 ANCHOR ANCHOR NOTE 5, NOTE 5, SHEETI� 1 SHEET (1/4" MAX.) . ,: •.: =-:..: _ .Y:. 1 (1/4„ MA) EXTERIOR EXTERIOR[ 2_1/,6,,. I <32-1/16,,. EDGE DISTANCE: - I —� SEE TABLE A. SHEET 1 EMBEDMENT: SEE TABLE A, SHEET'1 3-TRACK FRAME SILL Ew WOOD INSTALLATION EMBEDMENT. SEE TABLE A, SHEET 1 2X WOOD TYP., SEE ANCHOR NOTE 3, SHEET 1 WOOD ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET, EXTERIOR 0 1/4" MAX. SHIM I JR I owwo I D I NO OHANGEs THiS sHEEr I EDGE DISTANCE: SEE TABLE A, SHEET 1 2-1/16"` N. W&F, FL 34275 (941)480.1600 REGISM710Nl20716 MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE _EMBEDMENT: SEE TABLE A, SHEET 1 EDGE DISTANCE: SEE TABLE A, SHEET 1 4-TRACK FRAME SILL Fw METAL INSTALLATION EMBEDMENT: SEE PRODUCT REVISED TABLE A, SHEET 1 as complying with the Florida BuIIdIng Code NOA-No. 20.0429.07 EDGE DISTANCE: Expiration Date:04/07/2025 METAL TYP., SEE TABLE A & ANCHOR SEE TABLE A, SHEET 1 1 sa' 1. G/,,., By' — Mlaml-Dade Product Control NOTE 4,SHEET 1 2-1/16"` SMS ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 "—MIN. OF 3 THREADS EXTERIOR BEYOND THE JL METAL V SUBSTRATE 1/4" MAX. SHIM D da 4-TRACK FRAME JAMB \,Lwj METAL INSTALLATION SERIES 670 ALUM. SGD - NON -IMPACT scuem NTS 12 - 22 a.+r PGT0128 ON`( LYiVN %. �'��.•' �1CGNSF �/��� i s� No.55705 40 STATE 6F 10 '4ORI0?..•' s/Ors/AL A. L4AkMI44ER A� P.E.A 58705 INSTALLATION DETAILS EMBEDMENT: SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 NOTES: CONCRETE EDGE DISTANCE: SEE EDGE DISTANCE: EDGE DISTANCE: 1. ALL DIMENSIONS PER TABLE TABLE A, SHEET 1 CONCRETE SEE TABLE A, SHEEP 1 CONCRETE SEE TABLE A, SHEET 1 SHOWN ARE BASED A, SHEET 1 2-1116" ` PER TABLE 2-1/16" + PER TABLE 2-1116" • ON MIN. ALLOWED. EXTERIOR A, SHEET 1 y .. ,�.�. • ;`. 1•" ' ,.,:..i: 1:.;.•; A, SHEET 1 :;.;r+' AT �' 114" MAX. 'DIAGONAL O.C. IS MIN 4" (HEAD & SILL) Gj Ti 7}1- 1 SHIM OR 6" (JAMB) SEE EMBEDMENT: J -�T f 1/4" EXTERIOR I- 114" EXTERIORD6E&AI, Ir S, SHEETS SEE TABLE A, MAX. a MAX. a 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 SEEANCHOR NOTES & WOOD BUCK TYP., SEE SEE ANCHOR NOTES & WOOD BUCK TYP., SEE SEE ANCHOR NOTES & ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 2-TRACK FRAME HEAD 4a 3-TRACK FRAME HEAD 4fiih 4-TRACK FRAME HEAD ae CONCRETE INSTALLATION_ Bc CONCRETE INSTALLATION Cc CONCRETE INSTALLATION CONCRETE ANCHOR TYP., PROPERLY SECURED IX CONCRETE ANCHOR TYP., PROPERLYSECURED1X CONCRETE ANCHOR TYP., PROPERLYSECUREDIX 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 SEEANCHOR SEEANCHOR SEEANCHOR NOTE 5, SHEET NOTE 5, NOTE 5, 1 (1/4" MAX,) SHEET 1 SHEET 1 (1/4" MAX.)-:-::r.. _ -, 1 J. (1/4" MAX.) - 5 � •. ..;u.,• :-,. EXTERIOR I -L EXTERIOR "'t EXTERIOR .� a a 2_,/16, 21/,fi" 2-1/16" +�f-PERTABLE CONCRETE EDGE DISTANCE: CONCRETE EDGE DISTANCE: CONCRETE EDGE DISTANCE: A, SHEET 1 SEE TABLE A, SHEET 1 PER TABLE SEE TABLE A, SHEET 1 PER TABLE SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 2-TRACK FRAME SILL 3-TRACK FRAME SILL 4-TRACK FRAME SILL De CONCRETE INSTALLATION Ec CONCRETE INSTALLATION Fc CONCRETE INSTALLATION EMBEDMENT., SEE EMBEDMENT: SEE —� TABLE A, SHEET 1 PROPERLY SECURED :; EDGE DISTANCE: 1X WOOD BUCK TYP., SEE TABLE A, SEE ANCHOR NOTE 3, SHEET 1 SHEET 1 CONC./CMU ANCHOR TYP., SEE ANCHOR NOTES & TABLE A, SHEET 1 CONCRETE EXTERIOR OR CMU lu1/4" PER TABLE MAX. SHIM A, SHEET 1 2-TRACK FRAME JAMB Gc CONCRETE/CMU INSTALLATION SEE TABLE TABLE A, SHEET 1 EDGE DISTANCE CONCJCMU ANCHOR SEE TABLE A, TYP., SEE ANCHOR SHEET 1 NOTES & TABLE A, SHEET •• 2-1/16"+ PROPERLY SECURED 1X WOOD BUCK TYP., SEE ANCHOR NOTE 3, CONCRETE SHEETI ORCMU PER TABLE EXTERIOR:y ; A, SHEET 1 V 1/4" MAX. SHIM - I+- 3-TRACK FRAME JAMB He CONCRETEICMU INSTALLATION I JR 103mno I D I NO CHANGES THIS SHEET. I N. VEMCE FL 34276 (9 1)•180-1600 REGIB171ATTON09290 TABLE A, SHEET 1 PRODUCT REVISED as complying with the Florida Building Code EDGE DISTANCE: NOA-No. 20-0429.07 PROPERSEE TABLE A, Expiration Date: 04/07/2025 1XWOOL BUCKT SECURED SHEET By:_ 11--.7 1. �/,., 1X WOOD BUCK TYP., SEE ANCHOR NOTE 3, Mlaml-Dade Product Control SHEETI CONC./CMU ANCHOR :° 2-1/16"• TYP., SEE ANCHOR NOTES & TABLE A, SHEET CONCRETE OR CMU EXTERIOR �;`.; PER TABLE J L A, SHEET I 1/4" MAX. SHIM I _ 4-TRACK FRAME JAMB Ic CONCRETE/CMU INSTALLATION ANCHORAGE Gr[IGq yr v P7LVIVI. 09.7L - rYV1Y9/Y1t-MV r ,we,e ade acre o.rmre acn s7G IVTS 13 d 22 PGTO128 Iilunlll . �.•' �,1GENSP •. �� i No.58705 %�^•. t4TO :••G[/� OAIAL A LYNN MILLER, P.E. P.E.0 58705 INSTALLATION DETAILS FRAMEJAMB REQUIRED AT ALL INSIDE POCKETS EMBEDMENT: SEE TO PREVENT WOOD FRAMING TABLE A, SHEET 1 P-HOOK MOUNTING ADAPTER WATER WOOD ANCHOR TYP., INFILTRATION Oo o SEE ANCHOR NOTES EMBEDMENT: & TABLE A, SHEET 1 SEE TABLE A, K (ALSO SEE TYP. SHEEP 1 I ILLUSTRATION, SHEET 9) --€6GE DISTANCE: SEE TABLEA SHEETI EMBEDMENT: ztt SEE TABLE A; EXTERIOR SHEET 1 PHOOK WOOD ANCHOR TYP., f L SEE ANCHOR NOTES V P-HOOK & TABLE A, SHEET 1 CONCRETE OR (ALSO SEE TYP. 2.693" MIN. CMU PER TABLE ILLUSTRATION, SHEET 9) EDGE DISTANCE A, SHEET 1 ®P-HOOK FOR USE WITH FLAT SILL RISERS Jw PARTS #18. #20, #22 OR #24, WOOD INSTALLATION EXTERIOR MOUNT SHOWN, (SEE TABLES 1A, 2A & 3A MAYALSO BE INSTALLED IN FOR WATER RATINGS) INTERIOR CONDITION 2,693" MIN. EDGE DISTANCE CONC./CMU - ANCHOR TYP., SEE 25 ANCHOR NOTES & :.* TABLE A, SHEET 1 ' `'" `• ; ;• ;''',' 1-1/4" MIN. EDGE DISTANCE �• ,.': y ••�.• EXTERIOR 28 ' P-HOOK MOUNTING ADAPTER CONC./CMU ANCHOR TYP., SEE ANCHOR NOTES & TABLE EMBEDMENT: SEE A,SHEET 1 TABLE A, SHEET 1 (ALSO SEE TYP. ILLUSTRATION, SHEET 9) P-HOOK FOR USE WITH FLAT SILL RISERS Je PARTS #18. #20, #22 OR #24, CONCRETEICMU INSTALLATION INTERIOR MOUNT SHOWN, (SEE TABLES 1A, 2A & 3A MAY ALSO BE INSTALLED IN FOR WATER RATINGS) EXTERIOR CONDITION METAL TYP., P-HOOK MOUNTING SEE ANCHOR P-HOOK MOUNTING CONCRETE OR EMBEDMENT: SEE ADAPTER CONC.1CMU NOTE 4, SHEET EMBEDMENT: SEE 1; ADAPTER SMS CMU PER TABLE TABLE A, SHEET 1 ANCHOR TYP., SEE MIN. OF 3 THREADS TABLE A, SHEET 1 ANCHOR TYP., SEE BEYOND THE METAL ANCHOR NOTES A, SHEET 1 ... ; ANCHOR NOTES &TABLE •�:c�'••�•,;.:•r.� .•i,:;�'=' A,SHEETI SUBSTRATE 28 & TABLE A, SHEET 1 r f.•• '•'.:• .;,'-,; ,e.":,. :, (ALSO SEE TYP. (ALSO SEE TYP. EMBEDMENT: ;•F ;,; f':; ,-.1 ; ,. ILLUSTRATION, SHEET 9) ILLUSTRATION, SEE TABLE A, ,;� �; +. •,,.; EMBEDMENT: SHEET 9) SHEET I ;' j, .• r •:• ..•: :: 2� r.. SEE TABLE A, EDGE DISTANCE: SEE M ' ;,' : °.`:' '^ �� +• SHEET 1 TABLE A, SHEET 1 , _ :' ;''.}' :;_ _ _ _ 1-1l4" MIN. EDGE DISTANCE P-HOOK SMS ANCHOR TYP., SEE ANCHOR NOTES 5ED2r EXTERIOR P-HOOK CONC./CMU ANCHOR TYP., SEE EXTEnRIOR & TABLE A, SHEET 1 ANCHOR NOTES & TABLE v V (ALSO SEE TYP. 2.69W MIN. A, SHEET 1 2.693" MIN. ILLUSTRATION, SHEET 9) EDGE DISTANCE (ALSO SEE TYP. EDGE DISTANCE ILLUSTRATION, SHEET 9) ja P-HOOK FOR USE WITH BOX SILL RISERS Vw PARTS #19. #21, #23 OR #25, da P-HOOK FOR USE WITH BOX SILL RISERS k,Kc PARTS #19, #21, #23 OR #25, METAL INSTALLATION EXTERIOR CONCRETE INSTALLATION EXTERIOR (SEE TABLES 1A, 2A & 3A MOUNT (SEE TABLES 1A, 2A & 3A MOUNT FOR WATER RATINGS) ONLY FOR WATER RATINGS) ONLY I JR 1032620 I V I NO CHANGES THIS SHEET. I VV TECHMGLOOYDRNE N. VEMCF FL 34275 (941)I60.1600 REGRRM71ON42M =nica� vi v Hawn. V VY � r� Vf��NnrAV GD•670 I NTS 1 14 a 22 a+.w PGM128 NOTES: 1. ALL DIMENSIONS SHOWN ARE BASED ON MIN. ALLOWED. 2. FIGURES ON THIS SHEETARE FOR ILLUSTRATIVE PURPOSES ONLY. SEE TABLE A, SHEET 1 FOR ALL APPROVED SUBSTRATES. 3. SEE TABES 1-3, SHEETS 6-8 FOR REQUIRED P-HOOK AND P-HOOK MOUNTING ADAPTER ANCHOR QUANTITIES. ALSO SEE EXAMPLE ON SHEET 9. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0429.07 Expiration Date: 04/07/2025 By:— 1.c. 2, I. L4. MIamt-Dade Product Control , I1I I11111" ON'?....NNti�'%, Ir No. 58705 A 07 •, 'rE of ' rS��NAL ��G``• 1j111111III A. LYNN MILLER RE P.E.S 58705 CONFIG. EXAMPLES MAX. UNIT WIDTH MAX. UNIT MAX. NOM. PANEL WIDTH HEADER DETAIL 'A, DLO TYP. PER TABLES 1-3 INTERIOR SHEET 18; INSTALLATION WIDTH DETAILS'Aw' &'Ad,� SHEETS 12 & 13 "� EXTERIOR 90" PANEL PANEL PANEL TYPE TYPE PANEL CORNER DETAIL'N2', TYPE QS' 'AS' TYPE SHEET 19 & CORNER A' IQ ANCHORAGE SHEET 11 NOM. MAX. UNIT MAX' PANEL S % PANEL A / / MAX. HEIGHT DLO PER INTERLOCK DETAIL 'M', SHEET 19 WIDTH TYP. / HEIGHT SEE PER HEIGHT TABLES EXTERIOR INTERIOR NOTE 2 TABLES 1-3 1� X x X JAMB DETAIL'G3', SHEET 18; INSTALLATION DETAILS GW &'Gd, SHEETS 12 & 13 SILL DETAIL'D', SHEET 18; J 90* INSTALLATION DETAILS EXAMPLE: 90o INSIDE CORNER, 4 PANELS - XX/XX 'Dw' &'Dd. SHEETS 12 & 13 #10 X 1-1/2" PH SMS PANEL CORNER DETAIL FRAME CORNER DETAIL SILICONE HERS NOTES: 1) SEE SHEET 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE. SEE DP/ANCHOR TABLES, SHEETS 6-8 FOR MAX. PANEL HEIGHT AND WIDTH. SEE SHEETS 18 & 19 FOR SECTION DETAILS AND SHEETS 12-14 FOR INSTALLATION DETAILS. 2) (1) LOCK (ITEMS 75 & 107-110) AT EACH LOCKSTILE, LOCKING INTO KEEPER (ITEM 103) AT FRAME JAMB OR ASTRAGAL. 3) PLEASE SEE APPLICABLE ASTRAGAL & INTERLOCK COMBINATIONS PER.DP/ANCHOR TABLES. DLO WIDTH = NOM. PANEL WIDTH - 7" DLO HEIGHT = DOOR UNIT HEIGHT - 10.125" PANEL HEIGHT = DOOR UNIT HEIGHT -1.866" PRODUCT REVISED #8 X 1" as complying with the Florida PH SMS Building Code NOA-No. 20-0429.07 Expiration Date: 04/07/2025 By: — 1 s--2 I. G 4+., y Miami -Dade Product Central k vtaocFzis - ANCHORAGE DETAILS /EXAMPLE ELE �t/reoaeoo ,.� NO CHANGES THIS SHEET. REWSMrDNlaM SERIES 670 ALUM. SGD - NON -IMPACT 9.b.�eac m�ie cite eeti/N ]�G-7- SCu87o NTS 16 - 22 PG7D128 No. 58705 A. LYNN MILLER, P.E. P.E.# 58705 CONFIG. EXAMPLES INTERLOCK DETAIL I FOR ALL DETAILS ON THIS SHEET, SEE NOTES ON SHEE M', SHEET 19 OPERABLE JAMB DETAIL'G3', SHEET 18; ( �fcjr_INSTALLATION DETAILS'Gw' &'Gd, SHEETS 12 & 13 XED JAMB DETAIL'G2', ASTRAGAL HEADER DAIL'A', SHEET HEADER DETAIL'A', SHEET 18;SHEET 18; INSTALLATION DETAILSTT& 18; INSTALTION DETAILS INSTALLATION DETAILS'AW &'Ad, DETAILS'GM &'Gd, L2, SHEET 19 'AV &'Ad, SHEETS 12 & 137 SHEETS 12 & 13 S 1 & 1 90° SHEETS 2 3 PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE R' L' D' 'A' MA / NOM. / / HUN PANEL PE EIC WIDTH TYP. MAX.PER SEE TABI DLO TABLES 1-3JSNOTE 2, 1 HEIGHT HEET19 a aO X X MAX_ UNIT WIDTH SEE FRAME & PANELCORNER CONSTRUCTION DETAILS SHEET 16 K. IT !HT SILL DETAIL R 'D', SHEET .ES 18; 1 INSTALL DETAILS 'Dw' &'Do', SHEETS 12 i &13 SILL DETAIL'D', SHEET 18; EXAMPLE: OXXX INSTALLATION DETAILS 2( TRACK) 'DW &'Dd, SHEETS 12 & 13 rvinn. Unli vvluln MAX. DLO EXAMPLE: 90° OUTSIDE CORNER - XX/XX (2-TRACK) JAMB DETAIL '11', SHEET 18; ASTRAGAL DETAILS'L1' & INTERLOCK DETAIL'M', SHEET 19 INSTALLATION DETAILS'fw' & L2, SHEET 19� INTERLOCK DETAIL'M', SHEET 19 'Id, SHEETS 12 & 13-\ HEADER DETAIL - B', SHEET 18; JAMB DETAIL'H2', SHEET P-HOOK DETAIL'J' &'K', SHEET i 18; INSTALLATION DETAILS 19; INSTALLATION DETAILS'Jw', INSTALLATION JAMB DETAIL '12', SHEET 18; INSTALLATION 'Hw' &'Hd, SHEETS 12 & 13 'Jc','Kw' & Xd, SHEET 14 DETAILS'Bw' &'Bc', DETAILS We &'Id, SHEETS 12 & 13 SHEETS 12 & 13 MAX HE] P TA Fes--- MAX. UNIT WIDTH PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE j 'R' U M. 'F' 1 I UNIT NOM. o C,� PANEL a u ER WIDTH TYP. ' °a BLES MAX. / / SEE PER / x 3 DLO NOTE 2, TABLES 1-3 , HEIGHT SHEETIS H j a O X X Ll L L11 I- ----- EXAMPLE: OXXXp (3-TRACK, RIGHT POCKET) SILL DETAIL'E', SHEET 18;_/ INSTALLATION DETAILS 'Ew' &'Ed, SHEETS 12 & 13 I JR 1 03,2&26 1 D I NO CHANGES THIS SHEET. I FL 34275 REGISM710Ns26286 r MAX. UNIT WIDTH SEE FRAME & PANELCORNER CONSTRUCTION DETAILS SHEET 16 K. IT !HT SILL DETAIL R 'D', SHEET .ES 18; 1 INSTALL DETAILS 'Dw' &'Do', SHEETS 12 i &13 SILL DETAIL'D', SHEET 18; EXAMPLE: OXXX INSTALLATION DETAILS 2( TRACK) 'DW &'Dd, SHEETS 12 & 13 rvinn. Unli vvluln MAX. DLO EXAMPLE: 90° OUTSIDE CORNER - XX/XX (2-TRACK) JAMB DETAIL '11', SHEET 18; ASTRAGAL DETAILS'L1' & INTERLOCK DETAIL'M', SHEET 19 INSTALLATION DETAILS'fw' & L2, SHEET 19� INTERLOCK DETAIL'M', SHEET 19 'Id, SHEETS 12 & 13-\ HEADER DETAIL - B', SHEET 18; JAMB DETAIL'H2', SHEET P-HOOK DETAIL'J' &'K', SHEET i 18; INSTALLATION DETAILS 19; INSTALLATION DETAILS'Jw', INSTALLATION JAMB DETAIL '12', SHEET 18; INSTALLATION 'Hw' &'Hd, SHEETS 12 & 13 'Jc','Kw' & Xd, SHEET 14 DETAILS'Bw' &'Bc', DETAILS We &'Id, SHEETS 12 & 13 SHEETS 12 & 13 MAX HE] P TA Fes--- MAX. UNIT WIDTH PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE j 'R' U M. 'F' 1 I UNIT NOM. o C,� PANEL a u ER WIDTH TYP. ' °a BLES MAX. / / SEE PER / x 3 DLO NOTE 2, TABLES 1-3 , HEIGHT SHEETIS H j a O X X Ll L L11 I- ----- EXAMPLE: OXXXp (3-TRACK, RIGHT POCKET) SILL DETAIL'E', SHEET 18;_/ INSTALLATION DETAILS 'Ew' &'Ed, SHEETS 12 & 13 I JR 1 03,2&26 1 D I NO CHANGES THIS SHEET. I FL 34275 REGISM710Ns26286 r MAX. UNIT WIDTH EXAMPLE: OXXXp (3-TRACK, RIGHT POCKET) SILL DETAIL'E', SHEET 18;_/ INSTALLATION DETAILS 'Ew' &'Ed, SHEETS 12 & 13 I JR 1 03,2&26 1 D I NO CHANGES THIS SHEET. I FL 34275 REGISM710Ns26286 r MAX. UNIT WIDTH PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE M. F 'I' P' MA NOM. UN PANEL HEIC WIDTH TYP. PE SEE MAX. PER TABI —NOTE 2 DLO TABLES 13 1 SHEETIS HEIGHT x X X O EXAMPLE: XXXO (4-TRACK, BY-PASS) K. T HT e .ES i JAMB DETAIL'G3', SHEET 18; INSTALLATION DETAILS 'Gw' &'Gd, SHEETS 12 & 13 INTERLOCK DETAIL 'M', SHEET 19 90° OUTSIDE CORNER DETAIL'N1', SHEET 19 & _CORNER ANCHORAGE SHEET 11 INTERIOR EXTERIOR NOM. PANEL WIDTH TYP. PER TABLES 13 UNIT WIDTH HEADER DETAIL'C', SHEET 18; INSTALLATION DETAILS 'Cw' &'Cc', SHEETS 12 & 13 SILL DETAIL T', SHEET 18; INSTALLATION DETAILS 'Fw' &'Fd, SHEETS 12 & 13 ER/ES 670 ALUM. SGD - MON-IMPACT ,wau sa`e sire orpsa SGDCT6 NTS 16 d 22 PGT0128 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0429.07 Expiration Date: 04/07/2025 By: — 1 c1..•2 I. C/,,., Miami -Dade Product Control �. OCENS�;••.•((� i * NO, 58705 NC.) A. LYNN MILLER, P.E. P.E.# 587D5 PANEL'S RIGHT STILE TYPE PANEL SINGLE INTERLOCK SINGLE IN FOXED LOCKSTILE ASTRAGAL ASTRAGAL ASTRAGAL BOX OUT ASTRAGAL BOX IN INTCORNER 90 LOCKSTILE DXTCORNER 90 LOCKSTILE DXTCORNER 90 RECEIVER INTCORNER 90 RECEIVER EXT CORNER EO RECEIVER135 NTCORNER RECEIVER INTCORNER 35 RECEIVER TYPES OUT IN STILE W! HANDLE BOX OUT BOX IN W/HANDLE W/HANDLE WI HANDLE WI HANDLE W/HANDLE W/HANDLE WI HANDLE W/HANDLE — 4> is #118 0118 #31 -f0:w' #31 #120 #119 #61 #118 961 #S #61 i161 SINGLE INTERLOCK q:r5- F PP K L TR TQ TC TA TV TW OUT leOXt)Xlr) SINGLE INTERLOCK B E P A C C IC SQ SC SA SV SW IN M=our (aorrrrp sIX RR R S FD FC FV FW leozouq XsS LOCKSTILEHANDLE WI HAND D A /j / V !�/f Xeafroup (s�M W d ASTRAGAL BOX OUT LR PANEL NOTES: W/ HANDLE fearo'm 1. SEE DP TABLES 1-3, SHEETS 6-8 FOR PANEL AESIGN STRAGAL I A/Z�5 � �1 LEFT PRESSURE. 41NTERIOR RIGHT DTYPES 2! PANEL NOT SHOWN OR CROSSED OFF J W/ HANDLE IM.Yb9 PANEL PANEL ARE NOT REQUIRED FOR ANY CONFIGURATIONS NOT E- ASTRAGAL =Fr-m- T U STILEEXTERIOR STILE AND ARE AVAILABLE. Box OUT (Boxw+1 MOXO rn 3. 90" ASTRAGALS TO USE HEAVY-DUTY STILES LL ASTRAGAL T U (#61), CORNER RECEIVER (#118) AND EITHER PANEL "E" SHOWN. SEE TABLE FOR OTHER PANEL TYPES AND EXTERIOR (#119) OR INTERIOR (#120) CORNER W BOX IN APPLICABLE STILEIASTRAGAL REQUIREMENTS. ASTRAGALS. J ICORNER Iso7XM (eOXM 4. 135" ASTRAGALS TO USE HEAVY-DUTY STILES p 90 LOCKSTILE RT CI (#61) AND CORNER ADDON (#31). J W W/ HANDLE #120 EXT CORNER SILL RISERS —+� r— .232" OPTIONS.. - �Ir.— Z 90 LOCKSTILE QT QS •232" Q W/ HANDLE #119 IXT CORNER #61 E RECEIVER CT CS 232' EXTERIOR 1 D EXTERIOR /� .062" as complying with the Florida �{ \�V IXTOR I .082° 4.055°Building Codo 3305' BOA -No. 20-0429.07 .234.—, W! HANDLE •X>62° 2.5I56' a161 Expiration Date: 04/07/2025 INTCORNER AT AS DF 1 •.OG2'i By7_ Icy-2 L'-/—>..90RECEIVERrf,11WIHANDLEMiami-Dade Product Control EXT CORNER #118 90 RECEIVER CF SILL RISER FLAT 78� FLUSH, 1-12' • 20 SILL RISER, FLAT SILL RISER, FLAT SILL RISER, FLAT LOW, 2-1/2" O MEDIUM, 3-1/4" 24 HIGH. 4" EXT CORNER tom, 135 RECEIVER VT VV VF 750" —~ I~ •750" EXTERIOR W! HANDLE #617Q� EXTERIOR EXTERIOR 1 750" -062" EXTERIOR INT CORNER *31 35 RECEIVER W/ HANDLE - W T WS WF 062" ` Ij- I 9w a .067, 1 4.055" 3.305" 1111 `I I 1 f l f ! / // 1.567" : `\a��'•1 VICEN S. O19SILL RISER, BOXI' ,FLUSH, 21 SILL RISER, BOX 23 SILL RISER, BOX 25 SILL RISER. BOX rP No. 58705� O O MEDIUM, 3-1/4" O HIGH. 4" 1-1/2" LOW, 2-1/2" _ _ ' NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS, SEE SHEETS 6-8 °ZO O� . ATE OF f070TECHNOLOOYms D�VE o ''• F<ORIOP`,.•' \C-� N vEivicr~FcsPANEL TYPES I: (g11)486tfi00s/OVAL1#�w REGrsrRAnDNu�aS G�G�. SERIES 670 ALUM. SGD - HON-IMPACT / /,1111100, M. ON -I Ry. low JR 0325/20 D NO CHANGES THIS SHEET. a jR 2&Wt4 Q�� c e..u,ae sane as: A. LYNN MILLER, P.E. SCD-670 NTS 17 d 22 ( T012B 6 P.E.#58765 ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) G1 2-TRACK JAMB 105 6" LONG CLIP #105 W/ RETAINER #106 MIDSPAN (SHOWN WITH FIXED PANEL TO THE INTERIOR) I- �+ LEXTERIOR LENGTH G2 u1Gx3/4^ SMB, X 3 123 FULL OF JAMB 2-TRACK JAMB CLIP #80 OR #105 6" LONG W/ RETAINER 9123 C° 80 (SHOWN WITH MIDSPAN FIXED PANEL TO 60 OR 81 -LEXTERIOR THE EXTERIOR) EXTEF G SHOWN WITH 2-TRACK W/SCREEN OPT. SCREEN N,.AJFRAMEHEAD TRACK EXTERI a ®2-TRACK W/SCREEN O FRAME SILL ITEM 61 SHOWN, ITEM 60 ALSO APPLICABLE, SEE TABLES 1-3, SHEETS 6-8 FOR DP (PSF) ASSOCIATED WITH STILE. newa8y [Yrs anwo,c JR 03/2620 1 D I NO CHANGES THIS SHEET. '`% G3 2-TRACK JAMB (SHOWN WITH OPERABLE PANEL) nz 40 G4 51 52 2-TRACK JAMB W/SCREEN 53 . yEXTERIOR v 3 1-1 M 9 d 5 EXTERIOR 69 a 3-TRACK B FRAME HEAD 69 EXTERIOR Cry �11 �n 72 OR 73 EX` 3-TRACK E FRAME SILL N. VFMCF. FL 31175 (rHf)�ao•fsoo REGISM77ONI2M 106 FULL PANEL JAMB LENGTH OR 61 105 LOCK PART 75 a 107-110 17 500R61 16 5 5 SEE DETAIL G1 FOR FIXED PANEL CLIP LocK PART EO 75 a 107-110 SEE DETAIL G2 103 FOR FIXED PANEL CLIP 5 103 60OR61 5 18 I-1 17 EXTERIOR .�. EXTERIOR OR 61 AEXTERIOR •EXTERIOR 3-TRACK JAMB v 3-TRACK JAMB 4-TRACK JAMB 4-TRACK JAMB H1 (SHOWN WITH H2 tON(SHOWNWITH 11 (SHOWN WITH 12 (SHOWN WITH OPERABLE PANEL) FIXED PANEL TO FIXED PANEL TO OPERABLE PANEL) THE EXTERIOR) THE INTERIOR) 4-TRACK O FRAME HEAD 4 TRACK F FRAME SILL ❑nrc� w v navrv�. vv✓ ,fmt edr ase SGD-M NTS 1 18 d 22 MAX. UNIT HEIGHT PER TABLES 1-3 PGT0128 as Complying with the Florida Building Code NOA-No. 20-0429.07 Expiration Date: 04/07/2025 Mlaml-Dade Product Control No. 58705411 ' ;0 -. W4T'F .,"7,,10 1AL I�NG`�� A. LYNN MILLER, P.E. P.E.#58705 ibi ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 4 INTER 6 28 28 7 30 83 63 11 27 26 27 60OR61 60OR61 62 111 63 fi0OR61 29 �P 65 29 14 __ 65 85 5 ID EXTERIOR 111 82 .v. EXTERIOR 111 62 Lj.RIQREXTER*10R®j EXTERIOR P-HOOK FOR FLAT SILLS P-HOOK FOR BOX SILLS (EXT. OR INT. MOUNT) EXT. EXTERIOR MOUNT ONLYIOR STANDARD ASTRAGAL #67 HEAVY-DUTY ASTRAGAL #68 L1 WITH STANDARD STILES #60 WITH HEAVY-DUTY STILES #61 EXTERIOR BOX ASTRAGAL SHOWN EXTERIOR BOX ASTRAGAL SHOWN (BOX -OUT) MAY ALSO BE INSTALLED (BOX -OUT) MAY ALSO BE INSTALLED TOWARDS INTERIOR (BOX -IN) TOWARDS INTERIOR (BOX -IN) ®135° OUTSIDE CORNER 01 2-TRACK SHOWN NO CHANGES THIS (WI)480.1600 RE k9M7XNd22M ®90° OUTSIDE CORNER N1 2-TRACK SHOWN INTERIOR 1 99 103 135° 14 5 EXTERIOR ®135° INSIDE CORNER 02 2-TRACK SHOWN %gAvo 90° INSIDE CORNER N2 2-TRACK SHOWN HORIZONTAL SECTION 0 SERIES 670 ALUM. SGD - >,rt.tmt SGD.= NTS 1 19 d 22 4 INTERIOR PGTO128 INTERLOCK 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. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0429.07 Expiration Date: 04/07/2025 By:_ 1.-7 1. L/ °� �I MIlaml-Dade Product Control �i1111 i/I// 7i• : No. 56705 = a_ dT ••• STATE F CAS, ''•:',<ORIOP,.•-" /ONAL IeNG\\ A. LYNN MILLER, P.E. P.E# 58705 TART F A' Item # PGT Dw .# 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 1 17317 1 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 1 FRAME SILL SCREEN END ADD -ON (SEE NOTE 3) 14 1 17305 617305 2-TRACK JAMB 15 17302 617302 2-TRACK JAMB WITH SCREEN RAIL 16 17308 617308 3-TRACK JAMB 17 17311 617311 4-TRACK JAMB 18 17322 617322 SILL RISER - FLAT, FLUSH, 1-1/2' 19 17319 617319 SILL RISER -BOX FLUSH, 1-1/2- 20 17321 617321 SILL RISER- FLAT, LOW, 2-112' 21 17318 617318 SILL RISER - BOX LOW, 2-1/2' 22 17355 617355 SILL RISER- FLAT, MEDIUM,3.114' 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 1 17335 617335 P-HOOK COVER 30 17348 617348 POCKET P-HOOK FOR BOX RISER 31 17376 617376 135 CORNER 32 17378 617378 135 FIXED MOUNT ITEMS 4053 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 s8 7SRAX STANDARD ROLLER - ST. STL. TAR[ P 5- Material _ Mln. F, Mln. F. #12 Steel Screw 92 kal 120 kal #12 1" Screw 60 ksi 95 ksi #12 410 Screw 90 ksl 110 ksi 1/4' DeWaIVEIcc Aggre-Gator® 57 ksl 96 ksl 114" Elco UI1raCon9 155 ksl 177 ksl 1/4" DeWak UltmCon«D 114" 410 SS DeWalt/Elco CreleFTex® 148 ksl 127.4 ksi 164 ksi 189.7 ksi 6063-T9Aluminum 16 ksi I 22 ksi A36 Steel 36 ksi 58 ksi Or. 33 Steel Stud 33 ksi 1 45 ksi I JR 1 0312620 1 D I ADDED BACKBEDDING & MATERIAL PROP. TABLE I Item # PGT Dw .# PGT# Description 49 4344 64344 SCREEN ASTRAGAL 50 17349 617349 OXO SCREEN ASTRAGAL ADAPTER 51 1692 61692 SCREEN SPLINE-.165' 52 1694 61694 SCREEN SPLINE-.15V 53 61816C20 SCREEN CLOTH 54 1725 10 X4" X 1/16- SET. BLOCK, NEOPRENE 85115 55 1726 1" X4" X 1116" SET. BLOCK, NEOPRENE 85.1.5 60 17325 017325 PANELSTILE 61 17326 617326 PANEL STILE (HEAVY DUTY) 62 17327 617327 INTERLOCK ADAPTOR 63 1225 6TP248 VINYL BULB WSTP. -THIN ONSIDE 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 QNJECnON MOLDED) 71 1695 71695 1-1/2' X 1" X314" HIGH RN SEAL DUST PLUGS 72 8153 78153X TANDEM ST. STL ROLLER FR ASSY. 73 8153 78153N TANDEM NYLON ROLLER ASSY. 74 SILICONE DOW-791, 899, 983,995 OR GE-7700 75 8185 78185X GEMINI MORTICE 3-PLY DUAL LOCK W/LONG TRIM PLATE 76 71032XIFPFX #1032X 1" FL SS SCREW WI TYPE "P' TIP 77 7103239 1032 STEEL ZINC U-NUT 78 17358 617358 3116 & 114" BEAD 79 17357 617357 V IG BEAD 80 17359 617359 7/16" BEAD I R)eD PANELCUP 82 1224 6TP247K VINYL BULB WEATHERSTRIP 83 61745 1745 LOWE INC, 112" X1116' SGL SIDE ADH. TAPE, POLYETH. 100 8052 48052 ROLLER ADJ. HOLE PLUG 101 72087 JAMB BUMPER 102 1698 716H DUSTPLUG 103 8186 78186X 1" KEEPER 104 653 7SDKEEP SCREEN LOCK KEEPER 105 17344 617344 FIXED PANEL CUP -&' LONG 106 17352 617352 RXED PANEL RETAINER - 9116" 107 1739, 71739 HANDLE KIT- INTERIOR RAISED WITH THUMB TURN, USED WITH #75 108 1740 71740 HANDLE KIT - RAISED EXTERIOR HANDLE, USED WITH 975 109 1731 78162SN HANDLE KIT. RECESSED INT. WITH THUMB TURN, USED WITH 075 110 1732 78178 HANDLE KIT- RECESSED EXTERIOR PULL, USED WITH # 75 111 710X34PPSDAX #10 X314" PH. PN. TEK -S.S. 112 1235 67S16 WSTP, .270 X.170 - FIN SEAL 113 1712 64066 .197'X.230` RNSEAL 114 71OX116PPX 910 X 1-112" 115 710XPPT #10 X 1" 116 720XlX #14-20X1"S.S. 117 -- 72OXI12X 414-20 X1.1/2"S.S. • - 118 17336 617336 90 DEGREE CORNER RECEIVER 119 17337 617337 90 DEGREE OUTSIDE CORNER ASTRAGAL 120 17338 6117338 190 DEGREE INSIDE CORNER ASTRAGAL 123 17352 617352 I VED PANEL RETAINER, 718' AL V736C$ FL 34275 (911)480.16W RECISM71ON029296 NOTES: 1) ALL ALUMINUM = 6063-T6 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. I SERIES 670ALUM. SGD - NON -IMPACT I sGD- m I NTS 1 20 d 22 1 PGTO128 PRODUCT REVISED as camp)yIng with the Florida Dullding Code NOA-No. 20-0429.07 Expiration Date: 04/07/2025 By: — 1 sr..--2 1. G 4-1, MlamHDade Product Control , {{1111l I1/ ht No.58705 Yrr :Z2ZfJ:.��� ATE O ; L A. LYNN MILLER, P.E. P.E.# 58705 8.562" 0.060" 1211" 1.505" 0.081" O2-TRACK HEAD 10 4-TRACKSILL (6063-T6 AL) (6063 T6 AL) 6.198" IFTTT� 1211" 11.081" O2 2-TRACK HEAD W/ SCREEN TRACK (6063-T6 AL) 6.526" 0.080" 1.505" O 3-TRACK SILL (6063-T6 AL) 7.105" 6.221" Lij Uv � 1 21 1„ 1.505" LA 0.081" 3O3-TRACK HEAD O 2-TRACK SILL W/ SCREEN TRACK (6063 T6 AL) (6063-T6 AL) 9.142" 4.49" 0.0801, 1.2y11" 1.505" 0.081" , 04 TRACK HEAD 02-TRACK SILL (6063-T6 AL) (6063-T6 AL) 1.514" 1260" 0.060" OFRAME HEAD/JAMB ADD -ON SCREEN (6063-T6 AL) SEE SHEET 17 FOR SILL RISERS. 0.062" O'532" 1.516" FRAME SILL SCREEN 12 ADD -ON (6063-T6 AL) REQUIRES MIN. #10 SMS OR 3/16" MASONRY ANCHORS @ 24" MAX. O.C. I JR 1 OW620 1 D I NO CHANGES THIS SHEET. I 0.060" 0.760" 1.990" GFRAME SILL SCREEN 13 END ADD -ON (6063-T6 AL) REQUIRES MIN. #10 SMS OR 3/16" MASONRY ANCHORS @ 24" MAX. O.C. PEGISMI7ONi2RM 8" 2-TRACK JAMB W/ 75 SCREEN TRACK (6063-T6 AL) 78 3-TRACK JAMB (6063-T6 AL) EXTRUSIONS sw-6mINTS121 d 22d 22 1 1.36" 1.872" 0.062" 1.019" 0:081" SCREEN 4U STILE (6063-T6 AL) 5.069" r- 1.045" 1.993" 0.062" 14 2-TRACK JAMB 4 S REEN TOP RAIL (6063-T6 AL) (6063-T6 AL) 77 4-TRACK JAMB (6063-T6 AL) PGTO128 Fes- 0.675" 1.993', L 0.062" OSCREEN BOTiOM RAIL (6063-T6 AL) PRODUCT REVISED as camp)yIng with the Florida Bulfding Code NOA-No. 20-0429.07 Expiration Date: 04/07/2025 Miami -Dade Product Control C\ •r vOENS� .* No.58705 a ATEOF (V /i ;0NALIE��` A- LYNN MILLER, P.E P.ES 5B705 .016" 0.718" 0.83' 0.752" 2.304" 3.802" 1 3.802" � � � 0.752" 0.574" r 1.163 0.885" 0.062" 0.796" _II 0.080" 0.062" 0.2 0.264" 33 O 0.062" 0.075" FRAME SILL P-HOOK MOUNTING PHOOKSCREW 11 - 28 P-HOOK 28 z9 30 P-HOOK FOR BOX RISER SCREW COVER TRACK ADAPTOR COVER 0.080" (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063 T6 AL) (6063-T6 AL) (6063-T6 AL) 31 135" CORNER (6063 T6 AL) 1.488" .080" 1.870" 32 135" FIXED MOUNT (6063-T6 AL) u ILo - �- 87 7STANDARD ASTRAGAL (6063-T6 AL) 1.003" 0.757" 0.050" 105 FIXED PANEL CLIP (6063 T6 AL) o.7os^ 0.080" -4 FIXED PANEL 7gs RETAINER. 9/16" (6063-T6 AL) 4" 0.062" j1.600 3.125" -►i 8STANDARDSTILE (6063-T6 AL) 0.281" ----1 1-h ss HEAVY DUTY ASTRAGAL (6063 T6 AL) 0.080" ff0.7C 9" 2.893" +I 0.863 U I rt 123 FIXED PANEL RETAINER, 7/B" (6063 T6 AL) 1.03" 4„ 0.13W 1.600 4� 3.125" 61 HEAVY DUTY STILE (6063-T6 AL) 4.125" T-1 645" 0.062" 1.304" 1 1�- 3.25" - 1! 0.080" 1- 2.826' 11s 90" INSIDE/OUTSIDE CORNER RECEIVER (6063-T6 AL) I JR 1 032620 1 D I NO CHANGES THIS SHEET. I 1.739" +� 0.062" MJ I 1.868" INTERLOCK sz ADAPTER (6063 T6 AL) 289" III I .611" .045" �- 69 TOP/BOTTOM RAIL 79 GLAZIING (I G.) E0 BEAD, F ZINDG (6063-T6 AL) (6063-T6 AL) PANEL CLIP (6063-T6 AL) 119 90" OUTSIDE CORNER ASTRAGAL (6063-T6 AL) (S41)480.1600 REOISM7IONO2RM .498" 5.621" il 1.050" .849" .045" 11-- 7e 3/16" & 1/4" GLAZING BEAD (6063-T6 AL) 0.133" 1 4" 120 90" INSIDE CORNER ASTRAGAL (6063-T6 AL) sGO87o I NTS 1 22 a 22 POT012B 1.303" 0.325" 0.062" OINTERLOCK SCREW COVER (6063-T6 AL) PRODUCT REVISED as complying with the Florida Building Code NOA-No. 20.0429.07 Expiration Date:24/07/2025 By: _ 1.-.3 1. Gl.,". Mlaml-Dade Product Control LYN .• LICENSE •. ��� No.58705 -� �O�'.• SlATEO Z01VAL L\�\` A. LYNFI �IaW, P.E. P.E.# 58705