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Home My WebLink AboutPOA SGD770MIAMI-DADE MIAMI-DADE COUNTY Em PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.Qov/economy PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 .SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. - DESCRIPTION: Series "SGD-770" Aluminum Sliding Glass Door w / 90'& 135° corners — L.M.I. APPROVAL DOCUMENT: Drawing No. PGT0130, titled "Series 770 Alum. SGD - LM Impact", sheets 1 through 22 of 22, dated 10/10/14, with revision B dated 05/05/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., 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: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/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# 15-1013.15 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. NOA No. 16-0629.06 Expiration Date: February 17, 2020 Approval Date: August 04, 2016 j o �12 t Page l PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 14-0123.10) 2. Drawing No. PGT0130, titled "Series 770 Alum. SGD — LM Impact", sheets 1 through 22 of 22, dated 10/10/14, with revision B dated 05/05/16, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Reference Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with marked -up drawings and installation diagram of Aluminum Sliding Glass Doors (w/ PS, Super, Cardinal & Duraseal Spacers), prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s) FTL-8717, FTL-8970 and FTL-8968, dated 02/15/16, 06/07/16 and 06/20/16, all signed & sealed by Idalmis Ortega, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7554, dated 11/01/13, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 14-0123.10) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.: FTL-5980-R, FTL-6001-R and FTL-6015-R, which have been revised and reissued on 12/29/09, all signed and sealed by Julio Gonzales, P.E. (Submitted under NOA No. 09-0826.10) Jorge M.Plasencia, P.E. roduct Control Unit Supervisor NOA No. 16-0629.06 Expiration Date: February 17, 2020 Approval Date: August 04, 2016 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. TESTS (CONTINUED) 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.: FTL-5980, FTL-5993, FTL-6036, FTL-6001, FTL-6014, FTL-6015, FTL-6017, FTL-6023, FTL-6024, FTL-6025, FTL-6028, FTL-6031, FTL-6033 and FTL-6036, all dated 08/10/09 and signed and sealed by Julio Gonzales, P.E. (Submitted under NOA No. 09-0826.10) 5. Additional Reference Fixed Window Test Report No. FTL-7897 (Cardinal spacer), per TAS 201, 202 & 203-94, issued by Fenestration Testing Laboratory, Inc. (Submitted under NOA No. 15-0430.08) C. CALCULATIONS Anchor verification calculations and structural analysis, complying with FBC-5m Edition (2014), dated 01/30/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 14-0128.11) Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. F. STATEMENTS 1. Test proposal No. 16-0152 dated 03/09/16 approved by RER. 2. Lab compliance as part of the above referenced Test Report No(s) FTL-8717, FTL- 8970 and FTL-8968. Jorge M. Plasencia, P.E. Product Control Unit Supervisor NOA No. 16-0629.06 Expiration Date: February 17, 2020 Approval Date: August 04, 2016 E-2 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. TESTS (CONTINUED) 3. Statement letter of conformance, complying with FBC-5`" Edition (2014), dated October 8, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 14-0128.11) 4. Statement letter of no financial interest, dated October 8, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 14-0128.11) G. OTHERS 1. Notice of Acceptance No. 15-1013.15, issued to PGT Industries, Inc. for their Series "SGD-770" Aluminum Sliding Glass Doors w/90° &135° corners - L.M.I. approved on 10/29/15 and expiring on 02/17/20. Jorge M. Plasencia, P.E. roduct Control Unit Supervisor NOA No. 16-0629.06 Expiration Date: February 17, 2020 Approval Date: August 04, 2016 E-3 SERIES 770, IMPACT RESISTANT SLIDING GLASS DOOR INCLUDING POCKETS & 900/1350 CORNERS GENERAL NOTES 1) GLAZING TYPE OPTIONS: SEE TABLE B, THIS SHEET & GLAZING DETAILS ON SHEETS 4 & 5. 2) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300. 3) ANCHORAGE: THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT, MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE. FOR ANCHORAGE DETAILS SEE SHEETS 6-14. 4) SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS, AS APPLICABLE. 5) INSTALLATION SCREWS, FRAME SPLICES, FRAME AND PANEL CORNERS TO BE SEALED WITH NARROW JOINT SEALANT. 6) REFERENCES: ELCO ULTRACON, CRETEFLEX AND AGGREGATOR NOA'S, ANSI/AF&PA NDS FOR WOOD CONSTRUCTION AND ADM, ALUMINUM DESIGN MANUAL. 7) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 8) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE, AS APPLICABLE. TEST REPORTS: FTL-5980, FTL-5993, FTL-6001, FTL-6014, FTL-6015, FTL-6017, FTL-6022, FTL-6023, FTL-6024, FTL-6025, FTL-6028, FTL-6031, FTL-6033, FTL-6036 AND FTL-7554 TABLE A: Group Anchor Substrate Frame Member Min. Edge Distance Min. Embedment 1 1/4" Elco Ultracon Concrete (min. 2.85 ksi) Head/Sill/Jamb 1" 1-3/8" Ungrouted CMU, (ASTM 690) Jamb only 2-1/2" 1-1/4' Grouted CMU (ASTM 690, min. 2 ksi grout) Jamb only 2-4/2" 1-3/4" 2 1/4" Elco 410 S.S. CreteFlex Concrete (min. 3.35 ksi) Head/Sill/Jamb 1" 13/4" Ungrouted CMU, (ASTM C-90) Jamb only 21/2" 1-1/4" P.T. Southern Pine (SG=0.55) Head/Sill/Jamb V 1.395" - 1/4" Elco URracon Concrete (min. 2.85 ksi) Head/Sill 1" 13/8" Ungrouted CMU (ASTM 690) Jamb only 1" 1-1/4" 3 #12, 16-6 0,410 S.S. SMS, (min. 11 threads/in) P.T. Southern Pine (SG=0.55) Head/Sill/Jamb 9/16" 13/8" Aluminum, 6063-T5* Head/Sill/Jamb 3/8" 0.063" Steel, A36* Head/Sill/Jamb 3/8" 0.050" Steel Stud, A663 Or. 33* Head/Sill/Jamb 3/8" 0.0451" 1/4" Elco 18-8 S.S. Aggm-Gator Concrete (min. 3.275 ksi) Head/Sill/Jamb 1-1/2" 13/8" Ungrouted CMU, (ASTM 090) Jamb only 2" 1-1/4" Grouted CMU (ASTM 090, min. 2 ksi grout) Jamb or -Ay 2" 2" P.T. Southern Pine (SG=0.55) Head/SMIJamb 1" 1318" 4 #12, Steel SMS G5, (min. 11 threads/in) P.T. Southern Pine (SG=0.55) Head/Sill/Jamb 9116" 13/8" Aluminum, 6063-T5' Head/Sill/Jamb 3/8" 0.063" Steel, A36* Head/Sill/Jamb 3/8" 0.050" Steel Stud, A653 Gr. 33* Head/Sill/Jamb 318" 0.0451" * MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. **P -HOOK INSTALLATION REQUIRES 2.693" MIN. EDGE DISTANCE, REFER TO SHEET 14 FOR At I RPFnIFIR P_I-InnK PFOI IIRFMFNTR - AINVm VR NV I CO 1) FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ANCHORS. SEE TABLE A ON THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. 2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE ON THIS SHEET. 3) WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2" THICK. PROPERLY SECURED, 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD & TO BE REVIEWED BY THE BUILDING OFFICIAL. 4) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 5) IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT, MAX. 1/4" THICK & 3400 PSI MIN., (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, ORAS APPROVED BY THE AUTHORITY HAVING JURISDICTION. TABLE B_ SEE DETAILS ON SHEETS 4 & 5 Glass Type Description (Listed from Exterior to Interior) G3 7116" Laminated: (2) Lites of 3116" HS Glass with .090" PVB Intedayer G A 9/16" Laminated: (2) Lhes of 1/4" HS Glass with .090" PVB Intedayer G4 7/16" Laminated: (2) Lites of 3/16" HS Glass with .090" SG Intedayer G4A 9/16" Laminated: (2) Lites of 1/4" HS Glass with .090" SG Intedayer GS 1" Laminated LG.: 3/16" T Exterior Cap + 318" Air Space + 7/16" Laminated; (2) Lites of 3116" HS Glass wlth .090" PVB Intedayer G5A V Laminated I.G.: 1/4" T Exterior Cap + 5/16" Air Space + 7/16" Laminated; (2) Utes of 3/16" HS Glass with .090" PVB Intedayer G6 1" Laminated I.G.: 3/16" T Exterior Cap + 3/8" Air Space + 7/16" Laminated; (2) Lites of 3/16" HS Glass with .090" SG Intedayer G6A V Laminated I.G.: 1/4:'T Exterior Cap + 5/16" Air Space + 7116" Laminated; (2) Lites of 3/16" HS Glass with .090" SG Intedayer G7 7/16" Laminated: (2) Lites of 3/16" ANN Glass with .090" SG Intedayer G7A 9/16" Laminated: (2) Lites of 1/4" ANN Glass with .09(" SG Intedayer G8 1" Laminated I.G.: 3/16" TExterior Cap + 318" Air Space + 7116" Laminated; (2) Dtes of 3/16" ANN Glass with .090" SG Intedayer G8A 1" Laminated I.G.: 1/4" T Exterior Cap + 5116" Air Space + 7/16" Laminated; (2) Lites of 3116" ANN Glass with .090" SG Intedayer JR SPACERS TO SHEET 15. 1070 TECHNOLOGYDRIVE N. VENICE, FL 34275 CERT. OFAUTH. #28285 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 DESIGN PRESSURE RATING IMPACT RATING PRODUCT REVISED as complying with the Florida Building Code SEE TABLES 1, 2 & 3ON RATED FOR LARGE & SMALL SHEETS 6, 7 & 8 MISSILE IMPACT RESISTANCE NOA-No. 16-0629.06 Expiration Date 02/17/2020 l^ v_ By STANDARDS USED: s2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION ASTM E1300-09 Miami -U Product Control °ANSI(AF&PA NDS -2012 FOR WOOD CONSTRUCTION •ALUMINUM DESIGN MANUAL, ADM -2010 *AISI-S100-07/S2-2010 GLAZING NOTES: "ANN" = ANNEALED "HS" = HEAT STRENGTHENED "T" = TEMPERED "PVB" = .090" BUTACITEO PVB BY KURARAY AMERICA, INC. "SG" =.090" SENTRYGLASP BY KURARAY AMERICA, INC. GENERAL NOTES AND MAP SERIES 770 ALUM. SGD - LM IMPACT SGD-770 I NTS 11 - 22 1 PGTO130 I B ' 0. 5370i .. s1114 �= 'i,. 1.,,,.1'15. ,,.•,.. P. .# 58705 EXAMPLE CONFIGURATIONS MAX. UNIT WIDTH I I � w JcQ4 NOM. PANEL WIDTH 13 PER TABLES 1-3 ff 12 aas 'm HEIGHTPER —sir --- I "O'= INOPERABLE PANEL, 1 "p" = POCKET DETAIL LETTER I J Gc 13 vWi Jw JC 74 14 i o a o MAX. UNIT HEIGHT/ 14 Ka :3 a PER TABLES 1-3 i Y Q ORw a POCKET vwi _J�f _J 1 -PANEL 1" 13 CONFIGURATIONS MAX. UNIT WIDTH — NOM. PANEL WIDTH Aw Ac w PERTABLES 1-3 12 13 72 1 1 19 R1213 19MAX. UNIT HEIGHT 1s 1s PER TABLES 1-3 3 -PANEL CONFIGURATIONS MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES 1-3 MAX. UNIT HEIGHT PER TABLES 1-3 2 -PANEL CONFIGURATIONS NOM. PANEL WIDTH PER TABLES 1-3 MAX. UNIT WIDTH NOM. PANEL WIDTH Aw Ac w gc Cc PER TABLES 1-3 12 73 72 13 12 13 CONFIGURATIONS NOTES: 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB LOCATIONS USING DETAIL "Jw", "Jc", "Kw" OR "Kc" INSTALLATION. EXAMPLE: 4 -PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE pXXXXp, pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION CAN BE OXXXp. I I � w JcQ4 Jw Jc o 14 oMAX.UNITw ff 4 14 aas 'm HEIGHTPER w R "O'= INOPERABLE PANEL, I w POCKET 1 h "p" = POCKET DETAIL LETTER j o w TABLES 1-3 POCKET vWi 13 SHEET NUMBER MAX. UNIT WIDTH NOM. PANEL WIDTH Aw Ac w gc Cc PER TABLES 1-3 12 73 72 13 12 13 CONFIGURATIONS NOTES: 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB LOCATIONS USING DETAIL "Jw", "Jc", "Kw" OR "Kc" INSTALLATION. EXAMPLE: 4 -PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE pXXXXp, pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION CAN BE OXXXp. M 19 2) 90° & 135° CORNER CONFIGURATIONS CAN BE A COMBINATION I � OF ANY 2 STRAIGHT CONFIGURATIONS. Jw Jc o 14 1c U3) FOR NOM. PANEL WIDTH, SEE TABLES 1-3. 14 14 I�¢� "X" = OPERABLE PANEL, w R "O'= INOPERABLE PANEL, I w POCKET 1 h "p" = POCKET DETAIL LETTER (RX .— V' WOOD OR METAL INSTALLATION ® "c" = CONCRETE INSTALLATION 13 SHEET NUMBER M 19 19 19 IL ALO WIDTH = NOM. PANEL WIDTH - 7" )LO HEIGHT= DOOR UNIT HEIGHT - 10.125" 'ANEL HEIGHT = DOOR UNIT HEIGHT - 1.866" 4 -PANEL CONFIGURATIONS w c Jw Ec w Fc 12 13 1 13 12 13 MAX. UNIT WIDTH NOM. PANEL WIDTH PER TABLES 1-3 1 I G Gc Jw Jc 1 1 13 19 19 19 19 14 14 w c w Kc j w p W MAX. UNIT 1s z 79 79 19 19 14 14 MAX. UNIT 12 13 1 i i e HEIGHT m HEIGHT iw 13 19 19 19 19 j w w w PER �g PER TABLES 1-3 /�/ r Q TABLES 1-3 14Ww b� jI POCKET EXTERIOR 5 -PANEL CONFIGURATIONS w 0W c w c 12 13 12 13 12 13 fO7O TECHNOLOGY! N. VENICE, FL 34275 (941)-480-1600 CERT. OFAUTH. #29296 w Ac PRODUCT REVISED 1 13 as complying with the Florida Building Code 1 13 NOA-No. 16-0629.06 Cw Cc 1 13 Expiration Date 02/17/2020 By SEE Mia - Product Control NOTE 2, THIS SHEET. CORNER, TYP.' (OUTSIDE CORNER SHOWN, INSIDE CORNER SIMILAR) oeQnaun. EXAMPLE CONFIGURATIONS rnM: SERIES 770 ALUM. SGD - LM IMPACT SGD-770 I NTS I -2 - 22 I PGT0130 B EXAMPLE CONFIGURATIONS MAX. TESTED UNIT WIDTH = NOM. PANEL WIDTH PER TABLES 1-3 G Ge 355-7/16" @ 96" HEIGHT 300-1/4" @ 120" HEIGHT Aw Ac w c Cw cC 12 13 1 13 12 13 Jw Jc PON FKA 0 M 1 13 19 19 19 1919 © 19 19 f 19 14 14 t o kMAX. UNIT HEIGHT, 1 13 19 19 is 19 / 1 ¢ a 96" OR 120" / / / / / � I m � Y IayW / / POCKET 0 .jIIL 6 -PANEL CONFIGURATIONS w c w Ec w Fc -- MAX. UNIT WIDTH NOM. PANEL WIDTH Aw Ac w Bc Cw Cc PER TABLES 1-3 1 13 12 13 12 13 Gw SIC 13 w c MAX. UNIT 1 13 HEIGHT i2 13 PER TABLES 1-3 NOM. PANEL WIDTH PER TABLES 1-3 Gw Gc 12 13 MAX. UNIT 11;2�HEIGHT 13 PER TABLES 1-3 qno IN NMI Fud PON FKA 0 M m m m m LiJ © Iu11 m m L m 7 -PANEL CONFIGURATIONS MAX. UNIT WIDTH Jw JC 14 14 14 14 q O IC) yah WFw 2 Liu 4 POCKET I ti I w c w Ec w Fc 12 13 12 13 12 13 ISM PON FKA m m m m m 8-PANEL CONFIGURATIONS POCKET CONFIGURATIONS NOTES: 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB LOCATIONS USING DETAIL "JW', "Jc", "Kw" OR "Kc" INSTALLATION. EXAMPLE: 4 -PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE pXXXXp, pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION CAN BE OXXXp. 2) 90" & 135° CORNER CONFIGURATIONS CAN BE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. 3) FOR NOM. PANEL WIDTH, SEE TABLES 1-3. X'= OPERABLE PANEL, "O" = INOPERABLE PANEL, "p" = POCKET DETAIL LETTER /Sx y✓' = WOOD OR METAL INSTALLATION 'V'= CONCRETE INSTALLATION SHEET NUMBER DLO WIDTH = NOM. PANEL WIDTH - 7" DLO HEIGHT = DOOR UNIT HEIGHT -10.125" PANEL HEIGHT = DOOR UNIT HEIGHT - 1.866" w c w Ec w F 12 13 12 13 12 3 o".+.[F " f070TECHNOLOGYDRIVE EXAMPLE CONFIGURAT11 N. VENICE, FL 34275 iaw (94¢460-1600 SERIES 770 ALUM. SGD - CERT. OFAUTH. #29296 O SGP -770 NTS 3 -22 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 16-0629.06 Expiration Date 02/17/2020 By Miami�!5`�roduct Control GLAZING DETAILS (G3, G3A, G4, G4A, G5 & G5A) 7/16" NOM. 7/16" NOM. 1" NOM. 3/16" HS GLASS 3116" HS GLASS 3/16" HS GLASS — .090" PVB .090" PVB .090" SG 3/16" HS GLASS 3116" HS GLASS 74 3/16" HS GLASS 74 3/$" AIR SPACE 74 3/16" T GLASS 82 82 83 EXTERIOR O 3/4" NOM. EXTERIOR 3/4" NOM. 3/4" NOM. GLASS GLASS 124-127 GLASS BITE • BITE BITE EXTERIOR 80 gp 79 54 54 55 7/16" LAMINATED GLASS, TYPE G3 7/16" LAMINATED GLASS, TYPE G4 1" LAMINATED I.G. GLASS, TYPE G5 9/16" NOM. 9/16" NOM. 1" NOM. 3/16" HS GLASS 1/4" HS GLASS 1/4" HS GLASS .090" PVB .090" SG 3/16" HS GLASS 1/4" HS GLASS 74 5116" AIR SPACE 74 82 3/4" NOM.EXTEEXTERIOR 3/4" NOM. AGLA GLASSGLASS BITE BITEEXTERIOR PRODUCT REVISED as complying with the Florida - Building Code 81 7s NOA-No. 16.0629.06 54 Expiration Date 02/17/2020 55 By Miami -71i" Product Control 9/16" LAMINATED GLASS, TYPE G3A 9/16" LAMINATED GLASS, TYPE G4A 1" LAMINATED I.G. GLASS, TYPE G5A GLAZING NOTES: "ANN" = ANNEALED "HS" = HEAT STRENGTHENED "T" = TEMPERED "PVB" .090" BUTACITE PVB BY KURARAY AMERICA, INC. "SG" _ .090" SENTRYGL&BY KURARAY AMERICA, INC. Raro BS Dab: Rerbbna: D ➢ate JR05/05/2016 B ADDED SPACERS, 1070 TECHNOLOGYDRNE N. VENICE, FL 34275 GLAZING DETAILS 9.BY Dare: Ravielnc mm: SERIES 770 ALUM. SGD - LM IMPACT RDv By. Dab; ReyieMv (941}4804600 SadevMpQe�: SGD-770 9ryc; NTS 9M1veC 4 22 WewIM No. PGT0130 Ber. B CERT.OFAUTH.#29296 A. LYNN MILLER, P.E. P.E.# 58705 Drawn By JR Dab: 10110114 ChecFetl BY Deb: GLAZING DETAILS (G6, G6A, G7, G7A, G8.& G8A) 1" NOM. 7/16" NOM. 1" NOM. 3/16" ANN GLASS 3116" HS GLASS 3/16" ANN GLASS SG .090" SG .090" .090" SG 3116" ANN GLASS 3/16" HS GLASS 3/16" ANN GLASS 74 3/8" AIR SPACE 74 3/8" AIR SPACE 74 3/16" T GLASS 3/16" T GLASS — 82 83 83 EXTERIOR 3/4" NOM. 3/4" NOM. 3/4" NOM. 24127 GLASS 124-127 GLASS GLASS BITE BITE BITE EXTERIOR EXTERIOR a 80 - 79 79 54 55 55 1" LAMINATED I.G. GLASS, TYPE G6 7116" LAMINATED GLASS, TYPE G7 1" LAMINATED I.G. GLASS, TYPE G8 1" NOM. 9/16" NOM. 1" NOM. 3116" HS GLASS 3/16" ANN GLASS .090" SG 1/4" ANN GLASS .090" SG 3116" HS GLASS .090" SG 3/16" ANN GLASS 5/16" AIR SPACE 74 1/4" ANN GLASS 74 5116" AIR SPACE 74 1/4" T GLASS 1/4" T GLASS _ 82 83 - 83 3/4" NOM. 3/4" NOM. EXTERIOR GLASS 3/4" NOM. 124-127 GLASS < ] BITE 124127 GLASS BITE BITE PRODUCT REVISED EXTERIOR as complying with the Florida EXTERIOR Building Code 81 79 NOA-No. 16.0629.06 79 54 ..,� Expiration Date 02117/2020 55 55 By r miam - a e Product Control 1" LAMINATED I.G. GLASS, TYPE 136A 9116" LAMINATED GLASS, TYPE G7A 1" LAMINATED I.G. GLASS, TYPE G8A GLAZING NOTES: "ANN" = ANNEALED "HS" = HEAT STRENGTHENED "T" = TEMPERED "PVB" =.090" BUTACITE PVEPBY KURARAY AMERICA, INC. "SG" .090" SENTRYGLAS"BY KURARAY AMERICA, INC. ReV Sr1 JR Date: 05105/2016 E. Revuians: B ADDED SPACERS. tbsa'Wai: GLAZING DETAILS -- 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 -- Revstley Revisions.' rme: SERIES 770 ALUM. SGD - LM IMPACT Rays4 ay: Date: Rawarans: (g4T}480-1600 sa;e.,mmaer. SCD-770 smm: NTS sneee 5 ar 22 Drewi�uo. PGTO130 ��: B CERT OFAUTH.#29296 ® A. LYNN MILLER, P.E. P.E.p 58705 Drewe9y: JR Dere: 10/10/14 CheckeE6. Dam: W4;wm FOR EXAMPLE ON USING TABLE, SEE SHEET 7. NOTES: 1) POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 3-1/4" SILL. 2) WHEN USING THE 2-112" SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 3-1/4" SILL, POSITIVE WATER DP IS 60.0 PSF MAX. WHEN USING THE 4" SILL, POSITIVE WATER DP IS 60.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 1A. 3) 4", 3-1/4" AND 2-1/2" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-112" SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. 5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. TABLE 1A: Sill Hebhtto Max. (+) DP Design Pressure (DP) and Anchor Quantities Required, (for all approved Straight Astragal (Flat or Box, see Maximum DP for all sizes: +601-60 Sheet 17) Pressure, psf Flush - 1-1/2" configurations on Sheets 2 & 3) Low - 2-1/2" Medium - 3 1/4" �650.0 High - 4" (May be limited by Table 1A) Standard Stile Standard Stile Standard Stile For comer astragal anchorage on 900 or 1350 corner units, see sheet 11 Heavy-duty Stile Standard Astragal OutsideC � Outside Cornar Inside Corner Door Un t Height Inside Corner Table applies to Glass Corner 80" Part #60 (x2) Part #60 Part #60 64„ Part #60 Part #61(St ile) Part #118 (Corner part #119 (Out.) part #120 (In.) 90„ Part #61 96" part #67 (Astragal) Types 3, 3A, 5, 5A, 7, 7A, 8 Receiver) 69-7/8" DLO (Corn. & Fxd Mount) 73-718" DLO 79-7/8" DLO 85-7/8" DLO & 8A and the Stile / Astragal Anchor Group Anchor Group Anchor Group Anchor Group types shown below. 1 2 3 4 1 2 3 1 4 1 2 3 1 4 1 1 2 3 4 Head/Sill C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 24" 17" Jamb 8 8 8 8 8 8 8 8 8 8 8 6 8 8 8 8 DLO P -hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 1 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 Head(Sill C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 04+1 C4+1 30 23" Jamb 8 8 8 8 8 8 8 8 8 8 8 6 8 8 8 8 D DLO P -hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 c 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 04+1 C4+1 36 29" Jamb 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 Q_ m DLO P -hook fi+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+$ 7+8 7+8 7+$ 7+8 7+8 7+8 7+8 Head/Sill C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 Z A2 351 Jamb 8 8 8 8 8 8 8 1 8 8 8 8 8 8 8 8 8 DLO P -hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 Head/Sill C4+2 C4+2 C4+2 C4+2 04+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 48" 41„ Jamb 8 8 8 8 8 8 8 8 8 8 8 8 6 8 8 8 DLO P -hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+6 7+8 1 7+8 7+8 7+8 7+8 7+8 7+8 FOR EXAMPLE ON USING TABLE, SEE SHEET 7. NOTES: 1) POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 3-1/4" SILL. 2) WHEN USING THE 2-112" SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 3-1/4" SILL, POSITIVE WATER DP IS 60.0 PSF MAX. WHEN USING THE 4" SILL, POSITIVE WATER DP IS 60.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 1A. 3) 4", 3-1/4" AND 2-1/2" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-112" SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. 5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. TABLE 1A: Sill Hebhtto 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" Medium - 3 1/4" �650.0 High - 4" SEE NOTES 1-3 DLO WIDTH = NOM. PANEL WIDTH - 7" DLO HEIGHT = DOOR UNIT HEIGHT -10.125" PANEL HEIGHT = DOOR UNIT HEIGHT -1.866" OH LENGTH I — OH RATIO_ 1 OH RATIO = OH LENGTH OH HEIGHT 1. TECHNOLOGY L 34275 RIVE FP7=17112RIES NDANCHORAGE N. VENICE, FL 34275 770 ALUM. SGD - LM IMPACT CERT.CFAU7X#28295 I �'�-J® I SGD-770 I NTS 1 6 a 22 1 PG7'0130 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 16-0629.06 Expiration Date 02/17/2020 By Straight Astragal Lockstile @ 90" Astragal Lockstile @ 135' Astragal Lockstile @ Interlock P -hook Lockstile@Jamb 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 OutsideC � Outside Cornar Inside Corner Inside Corner Outside Inside Corner Corner Part #60 (x2) Part #60 Part #60 Part 460 (Stile) Part #60 Part #61(St ile) Part #118 (Corner part #119 (Out.) part #120 (In.) Part #61 (Stile) Parts #31 & #32 Part #61 part #67 (Astragal) Receiver) (Corn. & Fxd Mount) 1. TECHNOLOGY L 34275 RIVE FP7=17112RIES NDANCHORAGE N. VENICE, FL 34275 770 ALUM. SGD - LM IMPACT CERT.CFAU7X#28295 I �'�-J® I SGD-770 I NTS 1 6 a 22 1 PG7'0130 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 16-0629.06 Expiration Date 02/17/2020 By NOTES: 1) POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 3-1/4" SILL. 2) WHEN USING THE 2-1/2" SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 3-1/4" SILL, POSITIVE WATER DP IS 60.0 PSF MAX. WHEN USING THE 4" SILL, POSITIVE WATER DP IS 60.0 PSF MAX (NEGATIVE PRES. UNCHANGED). SEE TABLE 2A. 3) 4",3-1/4" AND 2-1/2" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2" 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 PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FBC (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION, 5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. O = EXAMPLE ON SHEET 9 TARI F 9A• Sill Height to Max. (+) DP (Water Infiltration Rating) Design Pressure (DP) and Anchor Quantifies Required, (for all approved configurations on Sheets 2 & 3) (+) Design (Flat or Box, see pressure, psf Sheet 17) Interlock Maximum DP for all sizes: +60/-60 see note 3 Low - 2-1/2" +4667 Medium - 3-1 /4" +60.0 High - 4" +60.0 Heavy-duty Stiles For comer astragal anchorage on 90" or 135° comer units, see sheet 11 Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Standard Astragal g (May be limited by Table 2A) Inside Corner ffDj"Corner Inside" Door Unit Height Corner Outside Inside Corner Corner Part #61(x2) Part#61 Table applies to Glass Types Part#61 80.,„ part #119 (Out.) Part #120(in.) Part #61 (Stile) Parts #31&#32 Part#61 90" Part #67(Astragal) 96 (Corr. & Fxd Mount) 102" 1981, 114" 120" 4, 4A, 6, 6A, 7, 7A, 8 & BA 69-7I8" DLO 73-718" DLO 79-7/8" DLO 65-716" DLO 91.718" DLO 97-7/8" DLO 103-718" DLO 109.7/8" DLO and the Stile / Astragal types Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group shown below. 1 2 3 4 1 2 3 4 1 Z 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1F7+ C4+1 C4+1 C4+1 C4+1 04+1 C0.+1 C4+1 C4+1 G4+1 C4+1 C4+1 C4+1 C4+1 C4+i C4+1 C4+1 C4+1 C4+1 17" Head/Sill C4+1 C4+1 8 8 8 8 8 8 8 6 8 8 g 8 8 B 10 10 10 10 10 10 10 10 10 10 10 t0 10 10 10 10 24 DLO Jamb 8 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 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 T+8 7+8 7+8 8+9 8+9 C4+1 C4+1 C4+1 c4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 23" Head/Sill C4+1 C4+1 C4+1 10 10 10 10 10 10 10 10 10 10 10 iD 10 10 10 30" Jamb 8 B 8 8 8 8 8 g 8 8 8 8 88810 DLO 7+8 7+8 7+8 7+8 7+8 B+9 8+9 B+9 8+9 8+9 8+9 $+9 8+9 9+1D 9+t0 9+1D 9+10 9+10 9+10 9+10 9+10 P -hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 29" Head/Sill C4+1 C4+1 C4+1 8 8 8 8 8 8 8 8 8 8 6 8 8 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 DLO Jamb 8 8 i 7+8 8+9 6+9 8+9 8+9 8+9 8+9 8+9 8+9 9+10 9+10 9+10 9+10 9+10 9+1019+10 9+10 P -hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+8 7+8 7+8 7+8 1 7+8 7+8 7+8 1 7+8 1 1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C5+1 C5+1 C4+1 C4+1 C5+1 C5+1 c 35" Head/Sill C4+1 04+1 C4+1104+1 10 10 10 10 0 10 10 10 10 10 10 10 10 10 10 M 42 Jamb 8 8 8 8 8 8 8 8 8 a 8 a 8 8 a 8 10 DLO P -hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+g 7+8 7+g 7+8 7+8 7+8 7+8 7+8 7+8 $+g $+g g+g 8+9 8+9 9 8+9 +9 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 Head/Sill C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C 7!, C4+2 C4+2 j0_4+2 C5+2 !+� C4+2 C5+2 CS+2 CS+2 C5+2 C5+2 C5+2 C5+2 8 g 8 8 8 a B 8 8 8 8 8 8 8 70 10 10 10 10 0 10 Il 0 10 10 10 10 10 10 10 10 z 48 D41 LO Jamb 8 8 7+8 7+8 7+8 7+8 7+8 7+8 8+9 8+g 8+9 8+g g+g 9 $+9 9+10 9+10 9+10 9+10 9+10 9+10 9+10 9+10 P -book 6+7 6+7 6+7 6+7 7+$ 7+8 7+8 7+B 7+8 7+8 Head/Sill C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2. C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 04+2 C4+2 54" 47" Jamb a 8 8 8 8 $ 8 8 8 8 8 8 8 8 8 8 DLO P41ook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7+g 7+8 7+8 7+8 7+8 7+8 7+8 7+8 7+8 Not available in these sizes Head/Sill C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 + C5+2 60" 53" -DLO Jamb 8 8 8 8 $ 8 8 8 8 8 8 B B 8 8 8 P -hook 6+7 6+7 6+7 6+7 7+g 7+g 7+B 7+8 7+8 7+g 7+8 7+8 7+8 7+8 7+ 7+B NOTES: 1) POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 3-1/4" SILL. 2) WHEN USING THE 2-1/2" SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 3-1/4" SILL, POSITIVE WATER DP IS 60.0 PSF MAX. WHEN USING THE 4" SILL, POSITIVE WATER DP IS 60.0 PSF MAX (NEGATIVE PRES. UNCHANGED). SEE TABLE 2A. 3) 4",3-1/4" AND 2-1/2" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2" 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 PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FBC (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION, 5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. O = EXAMPLE ON SHEET 9 TARI F 9A• Sill Height to Max. (+) DP (Water Infiltration Rating) Sill Riser Height Straight Astragal Lockstile @ (+) Design (Flat or Box, see pressure, psf Sheet 17) Interlock Flush - 1-1/2" see note 3 Low - 2-1/2" +4667 Medium - 3-1 /4" +60.0 High - 4" +60.0 SEE NOTES 1-3 OH LENGTH i— x W Y = 01 OH RATIO i 1 O OH RATIO = OH LENGTH OH HEIGHT ___ __. . _..... .-. .. ...T... .. .. rv,-,ter. n„nADI C n CCC CUCCTC 01 a. �o rno DAPI Awn RHFFTR 1A & 19 FOR ASSEMBLY DETAILS. 10707ECHNOLOGYi N. VENICE, FL 34275 DPANDANCHORAGE SERIES 770 ALUM. SGD - LM IMPACT DLO WIDTH = NOM. PANEL WIDTH -7" DLO HEIGHT = DOOR UNIT HEIGHT- 10.125" PANEL HEIGHT = DOOR UNIT HEIGHT -1.866" PRODUCT REVISED as complying with the Florida Building Code NOA-No. 16.0629.06 Expiration Date 02/17/2020 By s.wxa4.c sow: sn..t - A. LYNN MILLER, P.E. Dawn By now: 0hetlmtle. oero; CERT. OFAUTH. #28286 ® SGO-770 NTS 7 & 22 PGTOf30 B P.E.#58705 JR 10110/14 _ Straight Astragal Lockstile @ 90" Astragal Lockstile @ 135" Astragal Lockstile @ Interlock P -hook Lockstile @Jamb Assembly Straight Astragal Assembly 90* Astragal Assembly 135"Astragal Heavy-duty Stiles Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Standard Astragal g Outsidetside C� � Outside Inside Corner ffDj"Corner Inside" Corner Outside Inside Corner Corner Part #61(x2) Part#61 Part#61 Part #61 (Stile) Part#61 Part#61(Stile) Part #118 (Corner part #119 (Out.) Part #120(in.) Part #61 (Stile) Parts #31&#32 Part#61 Part #67(Astragal) Receiver) (Corr. & Fxd Mount) 10707ECHNOLOGYi N. VENICE, FL 34275 DPANDANCHORAGE SERIES 770 ALUM. SGD - LM IMPACT DLO WIDTH = NOM. PANEL WIDTH -7" DLO HEIGHT = DOOR UNIT HEIGHT- 10.125" PANEL HEIGHT = DOOR UNIT HEIGHT -1.866" PRODUCT REVISED as complying with the Florida Building Code NOA-No. 16.0629.06 Expiration Date 02/17/2020 By s.wxa4.c sow: sn..t - A. LYNN MILLER, P.E. Dawn By now: 0hetlmtle. oero; CERT. OFAUTH. #28286 ® SGO-770 NTS 7 & 22 PGTOf30 B P.E.#58705 JR 10110/14 _ 1 t�rJLL J. Design Pressure (DP) and Anchor Quantities Required, (for all approved configurations on For comer astragal anchorage on 90' or 135' corner units, see sheet 11 Sheets 2& 3) Sill Riser Height Maximum DP shown below (May be limited by Table 3A) Lockstile @ 90° Astragal Lockstile @ 135' Astragal Lockstile @ Interlock P -hook Lockstile @Jamb Assembly Straight Astragal Assembly 90° Astragal Assembly Door Unit Height 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 Table applies to Glass Types 4, 4A, 80" Heavy-duty Astragal 84" Outside Corner 90" 96" 102" 108" Inside Corner 6, 6A, 7, 7A, 8 & SA and the Stile / Astragal types shown below. 69-7/8" DLO AnchorGroup 73-7/8" DLO Anchor Group 79-718" DLO Anchor Group Corner 85-7/8" DLO Anchor Group Part #61 (x2) Part 961 91-718" DLO Anchor Group Part #61 (Stile) part #68 (Astragal) Part #51 97-7/8" DLO Anchor Group Part #119 (Out.) part #120 (In.) Part H61 (Stile) Parts #31 & #32 Part #61 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 i 2 3 4 1 2 3 4 Design Pressure +/-90.0 sf -- +I-$2,5 psf +/-75.0 ps 17" Head/Sill C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+i C4+1 G4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 24" DLO Jamb 8 8 1 8 8 8 $ B 8 8 6 8 8 8 8 8 8 10 10 10 10 10 1 10 1 10 10 P -hook 6+7 6+7 6+7 1 6+7 7+8 1 7+8 1 7+8 1 7+8 1 7+8 1 7+8 1 7+$ 1 7+8 1 7+8 1 7+8 7+8 1 7+8 8+9 1 8+9 1 8+9 1 8+9 9+9 1 8+9 1 8+9 8+9 Design Pressure +/--9040 psf +/-82.5 psf +/-75.0 psf 23 Head/Sill C4+1 C4+1 C4+f C4+1 C4+1 C4+1 04+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 30" DLO Jamb 8 8 8 8 8 8 8. 8 8 8 8 8 8 8 8 8 10 10 10 10 10 10 10 10 s s P -hook 6+7 6+7 6+7 6+7 7+8 7+8 7+8 7% 7+8 7+8 7+$ 7+8 7+8 7+8 7+8 7+8 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 Design Pressure +/-90.0 psf +/A2.5 psf +/-75.0 psf = 29" Head/Siit C4+1 C4+1 C4+2 C4+2 C4+1 C4+1 C4+2 C4+2 C4+1 C4+1 C5+2 C5+2 C4+1 C4+1 C5+2 C5+2 C4+1 C4+1 CS+l C5+1 C4+1 C4+1 C5+1 C5+1 IL 36 DLO Jamb 8 6 8 8 8 8 8 8 8 8 $ 8 8 8 10 6 10 10 10 10 10 10 1 10 10 cP-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 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 zDesign Pressure +/-90.0 psf +/-82.5 psf +/-75.0 psf 35" Head/Sili C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 G5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 42" DLO Jamb $ 1 8 1 8 18 8 8 8 8 8 6 1 10 8 8 8 10 8 10 1 10 10 1 10 10 10 10 10 P -hook 6+7 1 7+8 1 7+8 1 7+6 1 7+8 1 7+8 1 7+8 1 7+8 1 7+8 1 8+9 1 8+9 8+9 8+9 1 8+9 1 8+9 1 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 8+9 Design Pressure +/--90.0 psf See Note A below. +/-82.5 psf +/-75.0 psf 41" Head/Sill C4+2 C4+2 C5+2 C5+2 04+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C6+2 C5+2 C5+2 C6+2 C6+2 C5+2 C5+2 C6+2 C6+2 48" DLO Jamb 8 8 8 8 8 8 10 8 8 8 10 8 8 8 10 8, 10 10 10 10 10 10 10 10 P -hook 6+7 1 7+8 1 7+8 1 7+8 1 7+8 1 8+9 1 8+9 1 8+9 1 8+9 j 8+9 1 8+9 1 8+9 8+9 9+10 9+10 1 9+10 8+9 9+10 9+10 9+10 8+9 9+10 9+10 9+10 FOR EXAMPLE ON USING I ABLE, tiLL SHtt I I. iNU 1 E r . r,-w.v ror rvr V LMOJ 1 1 rLN Y, , , , I.. .,I y 1. .- NOTES: 1) POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4" SILL. 2) WHEN USING THE 2-1/2" SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 3-1/4" SILL, POSITIVE WATER DP IS 60.0 PSF MAX. WHEN USING THE 4" SILL, POSITIVE WATER DP IS 90.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 3A. 3) 4", 3-1/4" AND 2-1/2" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2" SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. 5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED. 6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. DLO WIDTH = NOM. PANEL WIDTH -7" DLO HEIGHT = DOOR UNIT HEIGHT -10.125" PANEL HEIGHT = DOOR UNIT HEIGHT- 1.866" i"1 1 �� I ICCII rn= TAOI = o c== cu=❑rC o M. oo rn= M rzr mmArxlclnnic AK[n .QHF=F=TS 1A Pin F:nR ASSFMRI Y nFTAILS. VENICE, FL 34275 CERT. OFAUTH. #29285 AND ANCHORAGE SERIES 770 ALUM- SGD - LM SGD-775 I NTS 1 8 a 22 1 PGTO130 Irl-3��cL� Sill Height to Max. (+) DP (Water Infiltration Rating) Sill Riser Height Straight Astragal Lockstile @ 90° Astragal Lockstile @ 135' Astragal Lockstile @ Interlock P -hook Lockstile @Jamb Assembly Straight Astragal Assembly 90° Astragal Assembly 135° Astragal Heavy-duty Stiles Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Astragal Outside Corner Outside Corner Inside Corner Inside Corner outside inside Corner Corner Part #61 (x2) Part 961 Part #61 Part #61 (Stile) part #68 (Astragal) Part #51 Part #61 (Stile) Part #118 (Corner Part #119 (Out.) part #120 (In.) Part H61 (Stile) Parts #31 & #32 Part #61 Receiver) (Corn. & Fxd Mount) VENICE, FL 34275 CERT. OFAUTH. #29285 AND ANCHORAGE SERIES 770 ALUM- SGD - LM SGD-775 I NTS 1 8 a 22 1 PGTO130 Irl-3��cL� Sill Height to Max. (+) DP (Water Infiltration Rating) Sill Riser Height (+) Design (Flat or Box, see pressure, psf Sheet 17) Flush - 1-1/2" see note 3 Low - 2-1/2' +46.67 Medium - 3-1/4" +600 High -4" +90.0 SEE NOTES 1-3 OH LENGTH �— F- x U^' + = OI OH RATIO ? 1 O OH RATIO = OH LENGTH OH HEIGHT PRODUCT REVISED as complying with the Florida Building Code NOA-No. 16.0629.06 Expiration Date 02/17/2020 By % Miami-'Da`�duct Contro NO FRAME "7+8" P-HOOK ANCHORAGE CONSISTS OF: SEE "C5" CLUSTER SEE JAMB (7) P-HOOK ANCHORS, SEE "C5" CLUSTER MAX. UNIT WIDTH DETAILS, SHEET 10 SEE "C5" CLUSTER DETAILS, SPLICE FOR ASTRAGAL REQUIRED @ (PERPENDICULAR TO GLASS DETAILS, SHEET 10 FOR REQUIRES "C6" SHEET 10 FOR INTERLOCK NOTE, EXTERIOR PLANE) SEE TABLE 2, SHEET 7 INTERLOCK 24" MAX. O.C. CLUSTER,SEE THIS POCKETS AND 60"NOM. DETAILS, SHEET 11 x SHEET SEE POCKET 8 P-HOOKPANEL WIDTH x O r------ x x x x x x x 6" MAX. JAMB x �x x x x MOUNTING _x x x x x x x INSTALLATION, ADAPTER 6" MAX. (O� L x x x x x x x z x x x I I xxx THIS SHEET ANCHORS MIDWAY I � L 3" MAX. ° & SHEET 14 BETWEEN P-HOOK I I 4 PAIRS OF ®' x ANCHORS " ANCHORS & AT 3" i � � ° j x= FRAME 96„ x (TOTALS FROM TOP & ANCHORS ® m 21" MAX. • BOTTOM o 14" o UNIT ANCHORS) 4.051" MAX. O.C. HEIGHT D.C. PER JAMB 8" MAX. TO OPENING o (9 14" MAX. O,C, n o= P-HOOK EDGE OF POCKET SEE w a 0 ANCHORS x x� (SEE JAMB INSTALLATION iow I®I Z DETAILS'Jc' &'Kc', m ° 0 = P-HOOK BELOW) END PANEL SHEET 14 & PARTw a ®I I ;0 MOUNTING H ANCHORAGE DETAILS'J'&'K', 'Cc> 3"MAX. ADAPTER x 24" MAX. (2 ANCHORS) SHEET 19 FOR ! ° I ANCHORS _ X O.C. P-HOOK L------6„ MAX. lox-- x x x x x x x xx z x "+2" _ _ , x `� END PANEL ANCHORS x END PANEL x' x, x x x x x x x x x x' W MAX. ANCHORAGE (SEE ANCHORAGE I x ANCHORAGE "� I x' x XX x , x' �„+2„ SKETCH BELOW) �.+2' (SEE SKETCH BELOW) +2” "+2" ANCHORAGEANN CHORAGE " CENTERLINE $ M'X"TYP' +-- ANCHORAGE ANCHORAGE ANCHORAGE OF PANEL 1 2.04" 24" MAX. EXAMPLE' 5-PANEL 2 TRACK 90° OUTSIDE CORNER - pX(/XXO - EXT. MOUNT POCKET ANCHORAGE PLAN: O.C. 60" x 96" NOM. PANELS, ANCHOR GROUP 3 IN CONCRETE SUBSTRATE (SEE TABLE 2, SHEET 7) 6" SPLICE NOTE: NON-STRUCTURAL ANCHORAGE EXAMPLE NOTES: ANCHORS MAY BE ADDED 1 1) APPROVED ANCHORS: SEE TABLE A, SHEET 1 AS NEEDED TO ALIGN THE 7— 2) ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES 1-3, SHEETS 6-8: EXTERIOR HEAD OR SILL IF A SPLICE 60" CENTERLINE OF HEAD & SILL: 8" MAX. FROM FRAME CORNERS. USE SPECIFIED CLUSTER FROM 21 OCCURS AT THE P-HOOK. NOM. • % INTERLOCK APPROPRIATE TABLES, SHEETS 6-8 AT EACH INTERLOCK AND STRAIGHT AND CORNER MAX. PANEL ASTRAGAL LOCATION, PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE O.C. "C5" WIDTH SEE CLUSTER ANCHORS PER PANEL. ADDITIONAL ANCHORS 24" O.C. MAXIMUM. DETAILS, SHEET 10 FOR INTERLOCK OOORLSe ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY 5.64" "+2" ANCHORAGE REQUIRED IF THE O.C. DISTANCE TO THE NEXT ANCHOR CLUSTER IS OVER 24", OTHERWISE ANCHORS ARE NOT °ENTERLINEOF 6" MAX. PRODUCT REVISED 3.5" REQUIRED AS PER THE FIGURE AT RIGHT: ENOFAN as complying with the Florida CENTERLINE JAMBS & P-HOOKS: 6" MAX. FROM BOTTOM, 21" MAX. ANCHOR PAIR O.C. (JAMBS), 14" MAX. ANCHOR Building Code 2-TRACK 16-0629.06 OF PANEL 2 O.C, (P-HOOK) UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHEETS 6-8. SEE NOA-No. FRAME JAMB P-HOOK ANCHOR DETAILS ON SHEET 14. Expiration Date 02/17/2020 ANCHOR PAIR "+2" ANCHORAGE REQUIRES SEE "C5"CLUSTER END PANEL By CENTERLINE CENTERLINE • `\ "C6" CLUSTER, SEE OF DETAILS, SHEET 10 OF ANCHORAGE Miami- ad Product Control DETAILS, SHEET 11 FOR ASTRAGAL (2 ANCHORS) 8" INTERLOCK ASTRAGAL 4.051„ �— 3.5" �A-1 MAX. • • ® ®4 Wve • • • • a -- If CENTERLINE CENTERLINE "+2" ANCHORAGE (� CENTERLINE EXTERIOR] °+2" ANCHORAGE OF PANEL 4 OF PANEL 5 /SEE OF PANEL 3 r p SHEET 11 FOR OTHER INTERMEDIATE ANCHORS ReveeRY: Date: Rerislons: N. VENICE, FL 34275rma 1070 TECHNOLOGYDPoVEyffe De9diPN ANCHORAGE SPACING & EXAMPLE PLANS - .. Rewe By: Dere: Revisigra: SERIES 770 ALUM. SGD - LM IMPACT -499-4 Dy, ire. Re, (94»-460-1600 saeev>wwar: SGD-770 ems•: NTS snset 9 , 22 m Mw xa PGT0130 Rar. B CERT. OFAUTH. #29286 A. LYNN MILLER, P.E. P.E-# 58705 Onvwn sY: JR DPre: 10110114 Chime s . Dare: 6" DIAG.2.04" ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR I (FOR SPLICE R O ASTRAGALSPLICE LOCATION INTERLOCK 2.04" INTERLOCK-1—IF NEEDED INTERLOCK-1 CONDITION, USE IF NEEDED CENTERLINE I CENTERLINE "C6" CLUSTER DETAIL) CENTERLINE I 1.75" 6" DIAG. EXTERIOR 3.5"' 1.75" 4" DIAG. 21' 4" DIAG. MAX. O.C. EXTERIOR 2.04" 2.04„ 04"DIAG. _ — 2.04" 21 1 5.64" MAX. 3.5 EXTERIOR EXTERIOR 7 3.5 O.C. EXTERIOR n ]" �1 7„ �l v 7„ 6„ MAX 2-TRACK FRAME HEAD/SILL v 2-TRACK FRAME HEADISILL v 2-TRACK FRAME HEAD/SILL 5.64" P ASTRAGAL OR INTERLOCK ASTRAGAL OR INTERLOCK as ASTRAGAL OR INTERLOCK T-2-TRACK (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER FRAME JAMB 6" MAX. ANCHORS ARE REQUIRED, "C4") ANCHORS ARE REQUIRED, "C5") ANCHORS ARE REQUIRED, "C6") ANCHOR PAIR 4-TRACK ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR (FOR SPLICE ASTRAGAL ORLSPLICE LOCATION 6"DIAG. FRAME JAMB ANCHOR PAIR INTERLOCK-]—IF NEEDED INTERLOCK—] CONDITION, USE INTERLOCK IF NEEDED EXTERIOR 2.04' CENTERLINE I CENTERLINE 1 "C6" CLUSTER DETAIL) CENTERLINE 3 5„ `w 3.5"3.5" ...._ 7' _ ANCHORS MAYBE INSTALLED 21" EITHER IN THE EXT. OR INT. 0 2.04" 4" DIAG. MAX. TRACK (INT. SHOWN) I 4.08" 4.08" O.C. EE I 5.64" NOTES: —t ��1. ALL DIMENSIONS SHOWN EXTERIOR ]„ EXTERIOR - 7, 4" DIAG. EXTERIOR 3.5" 4 ARE BASED ON MIN. -.- 1� n V �L v 3.5" 6" MAX. I ALLOWED. 3-TRACK FRAME HEAD/SILL v 3-TRACK FRAME HEADISILL 3-TRACK FRAME HEADISILL 2. FOR HEAD OR SILL SPLICE (a? ASTRAGAL OR INTERLOCK (a) ASTRAGAL OR INTERLOCK (c7 ASTRAGAL OR INTERLOCK LOCATIONS/ANCHORAGE AT (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER 3-TRACK FRAME JAMB P-HOOK SEE SHEET 9. ANCHORS ARE REQUIRED, "C4") ANCHORS ARE REQUIRED, "C5") ANCHORS ARE REQUIRED, "C6") ANCHOR PAIR (FOR SPLICE FOR SPLICED ASTRAGAL OR (. SPLICE LOCATION ASTRAGAL OR (FOR SPLICE ASTRAGAL OR CONDITIONS ONLY: INTERLOCK CONDITION, DO NOT INTERLOCK �i IF NEEDED INTERLOCK CONDITION, USE USE THIS DETAIL) SPLICE LOCATION CENTERLINE I CENTERLINE 1 "C6" CLUSTER DETAIL} CENTERLINE IF NEEDED 1.75" 3.5 3.5" 3,5" PRODUCT REVISED — 7 as lCodWlth the Florida Building e g NOA-No. 16-0629.06 2.04" 4" DIAG. 2.04" 4" DIAG. 2.04" Expiration Date 02/17/2020 By 2.04" 5.37" DIAG. > r 4" DIAG. Miami- a roduct Control 4.08" I 2.04" 4" DIAG. 4 3.5" EXTERIOR EXTERIOR 7• EXTERIOR ]" 3.5" V 4-TRACK FRAME HEADISILL V 4-TRACK FRAME HEAD/SILL V 4-TRACK FRAME HEAD/SILL (@ ASTRAGAL OR INTERLOCK (a7 ASTRAGAL OR INTERLOCK ASTRAGAL OR INTERLOCK (USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED, "C6") ANCHORS ARE REQUIRED, "C4") ANCHORS ARE REQUIRED, "C5") WITH & WITHOUT SPLICE CONDITION Rmd BY:Ij Oa(e: Ra•arons, N. VENICE, FL 34275Title: 1070 TECHNOLOGY DRIVEffe DaaoipN"n: ANCHORAGE, EXAMPLE CLUSTERS •, ' - Revetl By: Bete: Recisions SERIES 770 ALUM. SGD - LM IMPACT 4B D°le ReNslon B (941}480-1600 CERT. OF AUTH. #29296 A. LYNN MILLER, P.E. P.E.#58705 seawnroaet: SG0-770 s .. I NTS .n 1 10 °r 12 Orewuq Ro. PGT0130 B°°' B Orewn By JR Dere: 10110114 Check°4B. Bele: 2.04" 2.04" 2.04" INTERIOR INTERIOR 2.04" NOTES: INTERIOR INTERIOR 7 1. ALL DIMENSIONS SHOWN ?4'DIAG. 8.94" ARE BASED ON MINIMUM 4" DIAG. ` 3.5" ALLOWED. 6.12" 6.12" 2. DETAILS DEPICT ANCHOR ° INTERIOR INTERIOR 7" " INTERIOR C 13-° QUANTITY AND SPACING, 90° 3. " 90° 3. EXTERIOR - AND WOULD BE IDENTICAL EXTERIOR EXTERIOR4" DIAG. ° 4" DIAG. FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS. 3.5" ° 4" 3EXTERIOR 4„"+1"ANCHOR 4„3.5" 2.04" 2.04"8.94" 7" 2,0 2.04"EXTERIOR EXTERIQR 90° CORNER 90° CORNER 135° CORNER 135° CORNER 2 -TRACK FRAME HEAD/SILL 2 -TRACK FRAME HEAD/SILL 2 -TRACK FRAME HEAD/SILL 2 -TRACK FRAME HEAD/SILL I CENTERLINE (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER OF PANEL ANCHORS ARE REQUIRED, "C4") ANCHORS ARE REQUIRED, "C6") ANCHORS ARE REQUIRED, "C4") ANCHORS ARE REQUIRED, C6") 4.08" "+2"ANCHOR INTERIOR EXTERIOR INTERIOR 4.08" "+1"ANCHOR ° ° 2.04" 4" 7.41" ° 4" DIAG. INTERIOR 7" 135° 3.5" CENTERLINE EXTERIOR g OF PANEL 3 5" PCENTE.RLINE "+3"ANCHOR WEROR35 4.4.08'. 5.37" IAG.7"- -" - ° 35" 4 2 04" 4" DIAG. ° EXTERIOR -�- 7" 4 INTERIOR "+2" ANCHOR 3.5" EXTERIOR L "� 90° CORNER 135° CORNER V EWS 3 -TRACK FRAME HEAD/SILL 3 -TRACK FRAME HEAD/SILL �/n CENTERLINE ("C6" ANCHOR CLUSTER REQUIRED ("C6" ANCHOR CLUSTER REQUIREDOF PANEL AT ALL 3 -TRACK CORNERS) AT ALL 3 -TRACK CORNERS) 4" DIAG. 2 -TRACK FRAME HEAD/SILL INTERMEDIATE ANCHOR LAYOUT INTERIOR 6.12 INTERIOR 2.04" 6.12„ 3.5„ CENTERLINE ERIOR 4 _ INTERIOR 5'88 I - OF PANEL PRODUCT REVISED ° as complying with the Florida INTERIOR 90° L 135° "+3" ANCHOR Building 2.04" NOA-No. 16-0629.06 ° ° ° Expiration Date 02/17/2020 6.12" 4" DIAG. 6.12" G 3.5" 4.08" - Br_ ' T' Miam -D roduct Control - EXTERIOR 2.04„ 3.5,. 4., 4„DIAG. 3.5” 3.5" EXTERIOR 7 EXTERIOR 4 2,04" - CENTERLINE 90° CORNER 135° CORNER OF PANEL 4 -TRACK FRAME HEAD/SILL 4 -TRACK FRAME HEAD/SILL 4 -TRACK FRAME HEAD/SILL lie ("C8" ANCHOR CLUSTER REQUIRED ("C8" ANCHOR CLUSTER REQUIRED INTERMEDIATE ANCHOR LAYOUT AT ALL 4 -TRACK CORNERS) AT ALL 4 -TRACK CORNERS) (3 -TRACK SIMILAR) 1070 TECHNOLOGY DRIVE ANCHORAGE, EXAMPLE CLUSTERS Raysoey: Dem: ReWv°ma: N. VENICE, FL 34275- SERIES 770 ALUM. SGD — LM IMPACT R°.,646: Dam: R°m m; (941).460-1600 s�avn L SGD-770 s�": NTS wrest 11 1 22 aa"avW PGT0130 Rar B CERT. OFAU7H. #29296 A. LYNN MILLER, P.E. P.E.# 58705 Drawn 6r JR Dem. 10110114 cnedaa By Dem. INSTALLATION DETAILS EMBEDMENT: SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 MIN. OF 3 THREADS BEYOND EDGE DISTANCE: EDGE DISTANCE: EDGE DISTANCE: THE METAL SUBSTRATE SEE TABLE A, SHEET 1 SEE TABLE A, SHEET 1 SEE TABLE A, SHEET 1 2-1116" * 2-1116"' 2-1/16" ` NOTES: EXTERIOR 1/4" 114" 1/4" 1. ALL DIMENSIONS a MAX. SHIM MAX. EXTERIOR SHIM EXTERIOR MAX. SHOWN ARE BASED SHIM ON MIN. ALLOWED. r EMBEDMENT: T 2. METAL OR WOOD 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., SMS ANCHOR TYP., SHEET 1. TYP., SEE ANCHOR SEE ANCHOR NOTES TYP., SEE ANGHQR SEE ANCHOR NOTES SEE ANCHOR SEE ANCHOR NOTES NOTE 3, SHEET 1 & TABLE A, SHEET 1 NOTE 3, SHEET 1 & TABLE A, SHEET 1 NOTE 4, SHEET 1 & TABLE A, SHEET 1 " DIAGONAL O.C. IS 2 -TRACK FRAME HEAD 6Aw WOOD INSTALLATION E 3 -TRACK FRAME HEAD Bw WOOD INSTALLATION E 4 -TRACK FRAME HEAD Ow METAL INSTALLATION MIN 4" (HEAD &SILL) OR 6" (JAMB) SEE WOOD ANCHOR TYP., 2X WOOD WOOD ANCHOR TYP., 2X WOOD SMS ANCHOR TYP., METAL TYP., DETAILS, SHEETS 10 & 11. YP., SEE ANCHOR SEE ANCHOR NOTES TYP., SEE ANCHOR SEE ANCHOR NOTES SEE ANCHOR SEE ANCHOR N611 & TABLE A, SHNOTE 3, SHEET 1 SEE & TABLE A, SHEET 1 NOTE 3, SHEET 1 SEE & TABLE A, SHEET 1 NOTE 4, SHEET 1 SEEANCHOR ANCHOR ANCHOR MIN. OF 3 THREADS BEYOND NOTE 5, SHEET 1 (1/4" MAX.) NOTE 5, SHEET 1 f NOTE 5, SHEET 1 THE METAL SUBSTRATE (1/4" MAX.) .. .;,,r'. 1 (1/4" MAX.) EXTERIOR EXTERIOR EXTERIOR EMBEDMENT: SEE �2-1/16" TABLE A, SHEET 1 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 E 2 -TRACK FRAME SILL E 3 -TRACK FRAME SILL 4 -TRACK FRAME SILL Dw WOOD INSTALLATION E"+ WOOD INSTALLATION Fw METAL INSTALLATION EMBEDMENT: SEE TABLE A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 �� EDGE DISTANCE: SEE TABLE A, EMBEDMENT: SEE METAL TYP., SHEETI PRODUCT REVISED TABLE A, SHEET1 ~{ EDGE DISTANCE: SEE ANCHOR as complying with the Florida 11 EDGE DISTANCE: O SEE TABLE A, NOTE 4, SHEET 1 Building Code NOA-No. 16-0629.06 2X WOOD SEE TABLE A, 2X WOOD SHEET' 1 TYP., SEE ANCHOR SHEET 1 TYP., SEE ANCHOR Expiration Date 02/17/2020 NOTE 3, SHEET 1 NOTE 3, SHEET 1 2-1/16" SMS ANCHOR TYP., By 2-1116" * SEE ANCHOR NOTES Miami -Da roduct Control WOOD ANCHOR TYP., r 2-1/16" * & TABLE A, SHEET 1 SEE ANCHOR NOTES f WOOD ANCHOR TYP., I MIN, OF 3 & TABLE A, SHEET 1 SEE ANCHOR NOTES THREADS �(((}}}' & TABLE A. SHEET 1 EXTERIOR BEYOND THE �` •_ C(`d'd 'Yid-`'i�, EXTERIOR I EXTERIOR METAL ` ~ 1/4" MAX. SHIM431SUBSTRATE 1/4" MAX. SHIM I—+— '-- 1/4" MAX. SHIM-►� p;o. yr, 105 _ E 2 -TRACK FRAME JAMBE Gw WOOD INSTALLATION 3 -TRACK FRAME JAMB Hw WOOD INSTALLATION E 4 -TRACK FRAME JAMB w METAL INSTALLATION - Q Pev By 1070 TECHNOLOGYDRIVE beealPtbn: ANCHORAGE DETAILS '��` R°osCBy: N. VENICE, FL 34275 Wow, Reneirnc 9. By (941)480-160SERIES 770 ALUM. SGD — LM IMPACT Revi . s�sa� L euro: s— Ow VNO. Ree A. LYNN MILCER, RE Oaro: 10110114 OheIXe06. Deie: Brawn By: JR CERT. OFAUTH. #29290 ® SGD-770 NTS 12 °� 22 PGT0130 B 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 SHOWN ARE BASED TABLE T I PER TABLE 2-1/16 2-1/16" " PER TABLE 2.1/16"" PER TABLE 2.1/16" * ON MIN. ALLOWED. A, SHEET 1 A, SHEET 1 A, SHEET 1 1/4" DIAGONAL O.C. IS EXTERIORv ,. '. MAX. MIN 4" (HEAD &SILL) SHIM a 1r OR 6" (JAMB) SEE EMBEDMENT: T 1/4" EXTERIO 4„ ExTERIoa 10 &DETAIT. SHEETS SEE TABLE A, MAX. aMAX a SHEET 1 SHIM SHIM PROPERLY SECURED 1X CONCRETE ANCHOR TYR, PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., WOOD BUCK TYP., SEE SEE ANCHOR NOTES & WOOD BUCK TYP., SEE SEE ANCHOR NOTES & WOOD BUCK TYP., SEE SEE ANCHOR NOTES & ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 2 -TRACK FRAME HEAD E 3 -TRACK FRAME HEAD E 4 -TRACK FRAME HEAD 6E Ac CONCRETE INSTALLATION Ec CONCRETE INSTALLATION Kcc7 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 TYR, 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, SHEET 1� SHEET 1� 1 (1/4" MAX.) (1/4" MAX.) (1/4" MAX.) EXTERIOR r EXTERIOR •' EXTERIOR s 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 2 -TRACK FRAME SILL E 3 -TRACK FRAME SILL E 4 -TRACK FRAME SILL c CONCRETE INSTALLATION Ec CONCRETE INSTALLATION Fc CONCRETE INSTALLATION EMBEDMENT: SEE TABLE A, SHEET 1 ~ t. EMBEDMENT: SEE TABLE A, SHEET 1 -� EDGE DISTANCE: EDGE DISTANCE: PROPERLY SECURED SEE TABLE A, EMBEDMENT: SEE CONC./CMU ANCHOR SEE TABLE A, SHEET 1 PRODUCT REVISED 1X WOOD BUCK TYP., �I as complyingwith the Florida TABLE A, SHEET 1 TYP., SEE ANCHOR SHEET 1 WZ1SEE ANCHOR NOTE 3, Buildinoe :• : EDGE DISTANCE: NOTES & TABLE A, SHEET 1 NOA-No. 16-0629.06 PROPERLY SECURED SEE TABLE A, SHEET 1 1 X WOOD BUCK TYP., 2-1/16 Expiration Date 02/17/2020 SEE ANCHOR NOTE 3, SHEET 1 CONC./CMU ANCHOR 2-1/16" SHEET 1 TYP., SEE ANCHOR By Miami-D� Product Control CONC./CMU ANCHOR 2-1/16" " PROPERLY SECURED NOTES & TABLE A, TYP., SEE ANCHOR > - t 1X WOOD BUCK TYP., SHEET 1 CONCRETE NOTES & TABLE A, SEE ANCHOR NOTE 3, CONCRETE OR CMU CONCRETE EXTERIOR PER TABLE SHEET 1 SHEET 1 OR CMU ` EXTERIOR *_,f\ OR CMU PER TABLE _1-L A,SHEET1 1':I�Ir I' _ EXTERIOR yl J n PER TABLE f L A, SHEET 1 . �/ V 1/4" MAX. SHIM �+ A, SHEET 1 v 1/4" MAX. SHIM 1/4" MAX. SHIM I -- E 2 -TRACK FRAME JAMB 3 -TRACK FRAME JAMB E 4 -TRACK FRAME JAMB Gc CONCRETE/CMU INSTALLATION He CONCRETE/CMU INSTALLATION is CONCRETE/CMU INSTALLATION _ R.v Sy ��: Revwono: nmoipu�n �' A g�� t, 1070TECHNOLOGY DRIVEOUT ANCHORAGE DETAILSMII✓_",•.:'. Vr RevaE Br 0e!°: Revfs(enr. N. VENICE, FL 34275 (s4r}46arsoo ,- - rme: SERIES 770 ALUM. SGD - LM IMPACT RevaE By: Defe: Revlsl°ris: CERT. OFAUTH. #29296 L �A: LYNN'MfGLER„P:E. P:E.# 58705 s.:;umfw"e SGD-770 srei": NTS srv�e 13 °f 22 own,w x". PGTO130 Rer. B Drawn sy: JR Dem: 10/10114 Chedree B. nate: 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 WOOD ANCHOR TYP., INFILTRATION - CONC./CMU ILLUSTRATIVE 0 SEE ANCHOR NOTES ANCHOR TYP., SEE PURPOSES ONLY. SEE EMBEDMENT: & TABLE A, SHEET 7 z& ANCHOR NOTES & TABLE A, SHEET 1 FOR SEE TABLE A, (ALSO SEE TYP. TABLE A, SHEET 1 ALL APPROVED SHEET 1 28 ILLUSTRATION, SHEET 9) 1-1/4" MIN. EDGE DISTANCE SUBSTRATES. EDGE DISTANCE: SEE EXTERIOR 3. SEE TABES 1-3, TABLE A, SHEET 1 EMBEDMENT:28 SHEETS 6-8 FOR SEE TABLE A,P-HOOK MOUNTING REQUIRED P -HOOK 26 EXTERIOR SHEET_1 > ADAPTERCONC./CMU AND P -HOOK PHOOK WOOD ANCHOR TYP., I l_ ANCHOR TYP., SEE MOUNTING ADAPTER SEE ANCHOR NOTES �� P -HOOK ANCHOR NOTES &TABLE ANCHOR QUANTITIES. & TABLE A, SHEET 1 CONCRETE OR EMBEDMENT: SEE A, SHEET 1 ALSO SEE EXAMPLE (ALSO SEE TYP. 2.693"EDGE MIN. CMU PER TABLE TABLE A, SHEET 1 (ALSO SEE TYP. ON SHEET 9. ILLUSTRATION, SHEET 9) EDGE DISTANCE A, SHEET 1 ILLUSTRATION, SHEET 9) E P -HOOK FOR USE WITH FLAT SILL RISERS E P -HOOK FOR USE WITH ANY SILL RISER 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 EMBEDMENT: SEE P -HOOK MOUNTING CONCRETE OR EMBEDMENT: SEE ADAPTER CONC./CMU NOTE 4, SHEET 1; TABLE A, SHEET 1 ADAPTER SMS CMU PER TABLE TABLE A, SHEET 1 ANCHOR TYP., SEE MIN. OF 3 THREADS ANCHOR TYP., SEE A, SHEET 1 ANCHOR NOTES &TABLE BEYOND THE METAL B ANCHOR NOTES A, SHEET 1 SUBSTRATE 28 & TABLE A, SHEET 1 (ALSO SEE TYP. (ALSO SEE TYP. EMBEDMENT: ILLUSTRATION, SHEET 9) ILLUSTRATION, SEE TABLE A, EMBEDMENT: SHEET9) SHEET1 v 2� �11 SEE TABLE A, EDGE DISTANCE: SEE aun u SHEET 1 TABLE A, SHEET 1 1-1/4" MIN. EDGE DISTANCE + ------ PRODUCT REVISED 30 r 30 as complying with the Florida Building Code P -HOOK SMS ANCHOR TYP., EXTERIOR P -HOOK CONC./CMU VD51 EXTERIOR NOA-No. 16-0629.06 SEE ANCHOR NOTES ANCHOR TYP., SEE 1�5 Expiration Date 02/17/2020 & TABLE A, SHEET 1 ANCHOR NOTES & TABLE � (ALSO SEE TYP. 2.693" MIN. A, SHEET 12.693" MIN. Miami- roduct Control ILLUSTRATION, SHEET 9) EDGE DISTANCE (ALSO SEE TYP. EDGE DISTANCE ILLUSTRATION, SHEET 9) e P -HOOK FOR USE WITH BOX SILL RISERS P -HOOK FOR USE WITH BOX SILL RISERS r_ Kw PARTS #19, #21, #23 OR #25, Kc PARTS 419, #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 � Rewtl ey.' nate: FeWeions owu,vwn: 'hj (,„�, j(L _7 Revatl Br- 1070TECHNOLODYORIVE ANCHORAGE DETAILS - Oak: R.mm. N.VENICE.FL34275- RaKaey: (991}460-1600 SERIES 770 ALUM. SGD - LM IMPACT J Oak: ReKsOnr smesm�mm: SGD-770 srem: NTS snaae ,� °I22 are»aOaw PGTO130 Rev: B Orzwn ey: JR CERT. OFAUTH.#29296 ® 'A.:LYIJN:U) 1L4.ER; P.E. P.E.#58705 oak: 10/i0/i4 Gha B nak: CONFIG. EXAMPLES HEADER DETAIL'A', SHEET 18; INSTALLATION DETAILS'Aw' &'Ac, SHEETS 12 & 13 NOTES: 1) SEE SHEET 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE. SEE DP/ANCHOR TABLES, SHEETS 6-8 FOR MAX. PANEL HEIGHT AND WIDTH. SEE SHEETS 18 & 19 FOR SECTION DETAILS AND SHEETS 12-14 FOR INSTALLATION DETAILS. 2) (1) LOCK (ITEMS 75 & 107-110) AT EACH LOCKSTILE, LOCKING INTO KEEPER (ITEM 103) AT FRAME JAME OR ASTRAGAL. 3) PLEASE SEE APPLICABLE ASTRAGAL&INTERLOCK COMBINATIONS PER DP/ANCHOR TABLES. SILL DETAIL'D', SHEET 18; INSTALLATION DETAILS 'Dw' &'Dc', SHEETS 12 & 13 rrl PANEL CORNER r)PTAII MAX. UNIT WIDTH MAX. NOM. PANEL WIDTH _ DLO TYP. PER TABLES 1-3 WIDTH INTERIOR UNIT WIDTH EXTERIOR t 9W PANEL PANEL PANEL TYPE TYPE PANEL CORNER DETAIL'N2', TYPE 'QS' AS' TYPE SHEET 19 & CORNER A' 'K' ANCHORAGE SHEET 11 NOM. MAX. UNIT MAX, „ PANEL MAX- HEIGHT INTERLOCK DETAIL PANEL WIDTH TYP. DLO PER M', SHEET 19 HEIGHT SEE PER HEIGHT TABLES EXTERIOR INTERIOR NOTE 2 TABLES 1-3 1-3 JAMB DETAIL'G3', SHEET X I U L T I 18; INS & ALS TEENS E2 &ION I 13 S #10 X 1-1/2" PH SMS EXAMPLE: 90° INSIDE CORNER, 4 PANELS — XX/XX SILICONE RS X 1" ISMS FRAME CORNER I PTAII Part # Description Material 124 Kommerling 48G TPS Spacer System 125 Quanex Super Spacer nXT with Hot Melt Butyl See this Sheet for 126 Quanex Duraseal Spacer Materials 127 Cardinal XL Edge Spacer REFERENCE TES I KEPOKi S: r I L-it/7I, Catia a, a`J!V 05/062016 1 B VENICE, FL 34275 STRUCTURAL POLYiSOBUTYLEN WITH DESICCANT EXT.GLASS STRUCTURAL SILICONE - 1/4" NOM. FOAM WITH DESICCANT EXT. GLAS<1/ INT. GLASS DLO WIDTH = NOM. PANEL WIDTH - 7" DLO HEIGHT = DOOR UNIT HEIGHT- 10.125" PANEL HEIGHT = DOOR UNIT HEIGHT - 1.866" HOT -MELT BUM 3/16" NOM. GLASS ,za KODISPACE 4SG TPS ,2e SUPER SPACERDNXTTM ALUMINUM REINFORCEMENT POLYISO- FINT.GLASS NT FILL AREA BUTYLENE5/16" NOM. 5/16" NOM. SEAL BUTYL & LICONE SEAL DESICCANT ROLL -FORMED FOAM STAINLESS STEEL EXT.GLASS s EXT. GLASS INT. GLASS ,zs DURASEAL@ SPACER 2 XL EDGE T11SPACER CERT. OFAUTH. #20295 ANCHORAGE DETAILS/ SERIES 770 ALUM. SGD — LM IMPACT SGD-770 I NTS I 15 a 22 I PGT0130 I B PRODUCT REVISED as complying with the Florida Building Code NOA-No. 16-062906 Expiration Date 02/17/2020 By Miami- ad duct control CONFIG. EXAMPLES INTERLOCK DETAIL FOR ALL DETAILS ON THIS SHEET, SEE NOTES ON SHEET 15 SHEET 19 OPERABLE JAMB DETAIL'G3', SHEET 18; n ^'f--INSTALLATION DETAILS'Gw' &'Gc', SHEETS 12 & 13 ��'M', ( )` /FIXED JAMB DETAIL'G2', ASTRAGAL HEADER DETAIL'A', SHEET HEADER DETAIL'A', SHEET 18; MAX' DLO JAMB DETAIL'G3', SHEET L SHEET 18; INSTALLATION DETAILS'L1' & 18; INSTALLATION DETAILS DETAILS 'Gw' &'Gc', L2, SHEET 19 'Aw' &'Ac', SHEETS 12 & 113 INSTALLATION DETAILS'Aw' &'Ac', WIDTH SHEETS 12 & 13 TYP 18; INSTALLATION DETAILS �'Gw' &'Gc', SHEETS 12 & 13 SHEETS 12 & 13 / 1 90° / EXTERIOR INTERIOR PANEL PANEL PANEL PANEL PTAYNPEL pTYPE DETAIL TYPE TYPE TYPE TYPE PANEL PANEL INTERLOCK 'M', SHEET 19 R L' D' A' TYPE TYPE A K MAX. 'CS' 1QS1 MAX. 90° OUTSIDE CORNER / NOM. T / / HEIGHT SILL DETAIL NOM. / UNIT HEIGHT DETAIL'N1', SHEET 19 & PANEL PER WIDTH TYP. 'D', SHEET / PANEL PER CORNER ANCHORAGE MAX. SEE TABLES MAX. / SEE WIDTH TYP. TABLES SHEET 11 PER 18. DLO NOTE 2, 1-3 TABLES 1-3 INSTALL DLO PER NOTE 2, SHEET 15 1-3 INTERIOR HEIGHT SHEET 15 DETAILS DW' TAILS X HEIGHT TABLES 1-3 a EXTERIOR NOM. PANEL 0 X X SHEETS 12 X X WIDTH TYP. & 13 , _ji X X PER TABLES ✓� 1-3 MAX. UNIT WIDTH ►I MAUNIT WIDTH X. SEE FRAME & SILL DETAIL'D', SHEET 18; MAX. UNIT WIDTH PANEL CORNER EXAMPLE: OXXX INSTALLATION DETAILS CONSTRUCTION 2-TRACK 'Dw' &'Dc', SHEETS 12 & 13 EXAMPLE: 90'OUTSIDE CORNER - XX/XX (2-TRACK) DETAILS SHEET 15 JAMB DETAIL'11% SHEET 18; ASTRAGAL DETAILS'L1' & INTERLOCK DETAIL'M', SHEET 19 INSTALLATION DETAILS'Iw' & L2, SHEET 19� 1 INTERLOCK 1� DETAIL'M', SHEET 19 'Ie, SHEETS 12 & 13� HEADER DETAIL 'B', SHEET 18; B' JAMB DETAIL'H2', SHEET P-HOOK DETAILL'J' &'K', SHEET INSTALLATION JAMB DETAIL'12', SHEET 18; INSTALLATION HEADER DETAIL'C', SHEET 18; INSTALLATION DETAILS 19; INSTALLATION DETA0.S'Jw', DETAILS 'Bw'&'Bc', DETAILS 'Iw' &'Ic', SHEETS 12 & 13 18; INSTALLATION DETAILS 'HW &'Hc', SHEETS 12 & 13 'Jc','Kw' &'Kc', SHEET 14 SHEETS 12 & 13 CW, &'Cc', SHEETS 12 & 13 MAX. UNIT WIDTH MAX. UNIT WIDTH —� f® - - i, PANEL PANEL PANEL PANEL PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE IIT PRODUCT REVISED TYPE TYPE TYPE TYPE j I 'M' 'F' 'F' 'P' as complying with the Florida R' L' M' F' MAX Building Code I NOA-No. 16-0629.06 MAX. UNIT NOM. w'o NOM. UNIT HEIGHT PANEL °z a j WIDTH TYP. Q PANEL / / WIDTH TYP. / HEIGHT PER Expiration Date 02/17/2020 PER / /SEE ey TABLES MAX, PER SEE MAX. PER TABLES Miam-a o uct Cont of iD 1-3 DLO NOTE 2, TABLES 1-3 ° a i OTE 2 DLO TABLES 1-3 1-3 HEIGHT SHEETI5 i SHEETI5 HEIGHT aX X X O j L X X 0 EXAMPLE: OXXXp SILL DETAIL'E', SHEET 18;�J EXAMPLE: XXXO SILL DETAIL'F', SHEET 18; fJ K, RIGHT POCKET INSTALLATION DETAILS (3-TRACK, (4-TRACK, BY-PASS) INSTALLATION DETAILS �( Ew'&'Ec', SHEETS 12 & 13 Fw' &'Fc', SHEETS 12 & 13 Bawd By: Oale Rereiona:�'°" N. VENICE, FL 34275 10707ECHNOLOGYDRIVEju(TD EXAMPLE ELEVATIONS - Raysa ey' Gare: Retisbns: Tm . - is41�-aso-lsos SERIES 770 ALUM. SGD - LM IMPACT .. RaadBy: Dare: ReWaians: swiecM y SGD-770 s®ro: NTS sheat 16 122 orew;asrm. PGT0130 Rar B CERT. OFAUTH. #29296 A. LYNN MILLER, P.E. P.E.# 58705 Brews By, JR Dere: 10/10114 Chaetae R . care: 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 35 RECEIVER TYPES OUT N STILE W/HANDLE BOX OUT BOXIN W/HANDLE W/HANDLE W/ HANDLE W/ HANDLE W/HANDLE WIHANDLE #118 #1-1118 W/HANDLE #31 W/HANDLE #31 #61 #61 4120 #119 461 #61� #61 SINGLE INTERLOCK F � Q ^#118 TC / fl/ TV TW / �/ �/ � OUT l (sorx/oqur) 7 1 ` / 4J / /-► SINGLE INTERLOCK pyo ® V ,/1s �+ /C SQ Cr/� Q A C C 4J C��/ 4! Y Y IN ! /_► [Boxour (BOX IN) V V FIXED STILE RR Q 1\ S C V f t® �y �! V 1 / �V Fr'�/ / Y Y �S /Box m,) LOCKSTILE W/HANDLE �j fj ��I� J (eoxou) (BOX IN) UJ ASTRAGAL( [� LR PANEL NOTES: aBOX /HANDLE WIHAND leoxouq 1. SEE DP TABLES 1-3, SHEETS 6-8 FOR PANEL ASTRAGAL A ! SIZES & DESIGN PRESSURE. 41NTERIOR RIGHT LLI BOX IN f V LEFT 2. PANEL TYPES NOT SHOWN OR CROSSED OFF J W/ HANDLE (6Ox1N PANEL PANEL ARE NOT REQUIRED FOR ANY CONFIGURATIONS EXTERIOR STILE ARE NOT ASTRAGAL T { U STILE 6) Box OUT Lj v STRAGAVAILABLE. 3.90° ASTRAGALS TO USE HEAVY-DUTY STILES LL LL 1BOXOUr) (Boxou) (#61), CORNER RECEIVER (#118) AND EITHER PANEL "E"SHOWN. SEE TABLE FOR OTHER PANEL TYPES AND EXTERIOR #119 OR INTERIOR #120 CORNER ( ) ( ) ASTRAGAL T / g / I W Box IN 4/ APPLICABLE STILE/ASTRAGAL REQUIREMENTS. ASTRAGALS. J (BOXIN) (BOXIN) 4.135° ASTRAGALS TO USE HEAVY-DUTY STILES INTCORNER IN CORNER - ryT ll•`1 ry' /V (#61) AND CORNER ADDON (#31). LU W/ HANDLE #120 232" SILL RISERS OPTIONS z EXT CORNER 90 LOCKSTILE T ray, �`'{ I� -232, 2 Q WI HANDLE #119 VL � ,� --�{ j-� 232" EXTERIOR EXTERIOR . .232 I _062" EXT CORNER2111,r 90 RECEIVERI\. /yT f_J CS EXTERIOR EXTERIOR I �062" 4.055" .062"W/HANDLE 3,305" �� I__-j, 2.555" 44 1.567" .062" q41 i REVISED INT CORNER #61 90 RECEIVER AT AS ®F W/HANDLE #116 PRODUCT as complying with the Florida SILL RISER, FLAT * SILL RISER, FLAT SILL RISER, FLAT SILL RISER, FLAT Building Code 1S FLUSH 1-1(2" 20 LOW, 2-1/2" 22 MEDIUM, 3-1/4" 24 HIGH, 4" NOA-No. 16-0629.06 #118 EXT CORNER 90 RECEIVER nC l./!- 750" --{ jam— .750" Expiration Date 02117/2020 EXTERIOR By EXT CORNER##31 135 RECEIVER VT V6JV� W(HANDLE 161 .750" EXTERIOR .062" Miami-Dad roduct Control EXTERIOR EXTERIOR 012 INT CORNER #31 35 RECEIVER W/HANDLE #61 I/t�_y V V V WF .062" �7� .906" /', ,062" 4.055" V'-' \� 3.305' .062" 5' 1.567" � -JX SILL RISER, SO SILL SILL RISER, BOX SILL RISER, BOX SILL RISER, BOX 19' 21 23 25 HIGH, 4" FLUSH, 1-1/2" LOW, 2-1/2" MEDIUM, 3-1/4" NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS, SEE SHEETS 6-8 Rera4By: Oefe: Rmisnna; 1070TECHNOLOOyORIVE N. VENICE, FL 34275 CbaolPtla,: PANEL TYPES - ' •-• - Revsa By Qsfe: ReNdons: Tmu: (941)-480-1800 SERIES 770 ALUM. SGD - LM IMPACTP ' - . ' � - • R.re By: Oats: Rewmon. Setlev .l: 8m.; NTS Sh L 17 r 22 qa vm. PGTOi30 Rar B A. LYNN MILLER, P.E. P.E.#58705 Orewn By: Dare: cnaaree ay. Dere: JR ioiioila CERT.OFAUTH.#29296 sco-77o ° ASSEMBLY DETAILS - 106 FULL PANEL JAMB LENGTH (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) so OR st 105 GTH 14 LOCK PART 17 75 & 107.110 14 5 60 OR 61 60 OR 61E60 G3 5 Gt2-TRACK OR 61 2 -TRACK JAMB JAMB (SHOWN 5 SEE DETAIL G7 ?OFJAMB CLIP#105WITH FOR FIXED W/ RETAINER #106 OPERABjE 80 <75 &K 07-110PANEL CLIP113 (SHOWN WITH PANELFIXED PANEL TO EXTERIOR 103 LOCK PART 75 & 107-110 SEE DETAIL G2 103 FOR FIXED 60 OR 61 THE INTERIOR) 113 5 103 PANEL CLIP EXTERIOR 15 5 14 yr��jl E 112 E 16 17 L—..J 123 FULL LENGTH G2 #10 x3/4" 40 Ga 60 OR 6} EXTERIOR 1 OF JAMB 2 -TRACK JAMB SMs, x 3 2 -TRACK JAMB cREXTERIOR d EXTERIOR FLEXTERIOR CLIP OR #105 51 52 W/ SCREEN ��// ��// v TA 6" LONG WI RETAINER #123 @ (SHOWN WITH 3 -TRACK JAMB 3 -TRACK JAMB 4 -TRACK JAMB 4 -TRACK JAMB H1 (SHOWN WITH (SHOWN WITH H (SHOWN WITH 2 (SHOWN WITH 80 Hz MIDSPAN FIXED PANEL TO OPERABLE PANEL) FIXED PANEL TO FIXED PANEL TO OPERABLE PANEL) cc BOOR 61 THE EXTERIOR) 53 THE EXTERIOR) THE INTERIOR) ,DEXTERIOR EXTERIOR 2 112 I 1l 3 Al 4 45 5 113 5 113 5 52 51 69 EXTERIOR 69 EXTERIOR 69 EXTERIOR 53 a WITH/CREEN 3 -TRACK B 4 -TRACK MAX. UNIT O FRAME HAD HEIGHT PER A OPOWN SCREEN FRAME HEAD FRAME HEAD TRACK TABLES 1-3 PRODUCT REVISED as complying with the Florida 53 69 69 69 Building Code NOA-No. 16-0629.06 EXTERIOR EXTERIOR11111 52 51 72 OR 73 72 OR 73 1 �J 72 OR 73 Expiration Date 02/17/2020 46 19 113 9 10 By ,". �.✓""'� 11 11 Miami -Da roduct Control 48 47 0 8 113 113 I I it EXTERIOR 112 5 a 5 5 E 2 -TRACK W/SCREEN E 3-TRACKe E 4 -TRACK eFRAME FRAME SILL FRAME SILL SILL " ITEM 61 SHOWN, ITEM 60 ALSO APPLICABLE, SEE TABLES ( �' Zi 1-3, SHEETS 6-8 FOR DP (PSF) ASSOCIATED WITH STILE, R..d8r. Oafs: Reraions: 1070 TECHNOLOGYDRIVE N VENICE, FL 34275 nBse^phe^' VERTICAL SECTION DETAILS _ Rava46y. Dab: ReHsbns: SERIES 770 ALUM. SGD - LM IMPACT":- RaveC 6y Dare, ReWMms: (941}460-1600 Ssa„Rapi; SGD-770 scare; NTS srroot 18 a 22 n,awryrro. PGTO130 Rev: B CERT. OFAUTH.#29296 ® A. LYNN MILLER, P.E. P.E.#58705 orevmey: JR Hare: 10110114 cnaaraefi. pare: ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 5 -4D, 61 113 118 28 28 7 30 11 113 27 63 26 27 63 103 62 111 63 60 OR 61 60 OR 61 60 OR 61 65 29 14 29 120 5 65 65 ID EXTERIOR q 11 62 EXTERIOR 111 62 EXTERIOR INTERIOR 90° EXTERIOR INTERIOR EXTERIOR P -HOOK FOR FLAT SILLS ,r (EXT. OR INT. MOUNT) e P -HOOK FOR BOX SILLS a K EXT. MOUNT ONLY 90° � LOCK PART 60 OR 61 LOGK PART 75 & 107-11D LOCK PART 75 & 107-11D 61 75 & 107-110 5 e INTERLOCK M 113 14 60 B0 61 118 113 7E�TERIOR EXTERIOR 113 13 103 119 -5EXTERIOR 880-5- 7 67 68 STANDARD STANDARD GAL #68 STILES 6 -E -t\90' OUTSIDE N1 2 TRACK SHOWN CORNER 9W INSIDE Nz 2 -TRACK S OWNER S ITEM #61 (HEAVY-DUTYTEM#60 STILES #60 WITH 2 WITH EAVY-DUTY #61 STILE) SHOWN, ITEM #60 EXTERIOR BOX ASTRAGAL SHOWN EXTERIOR BOX ASTRAGAL SHOWN (STANDARD STILE) ALSO (BOX -OUT) MAY ALSO BE INSTALLED (BOX -OUT) MAY ALSO BE INSTALLED APPLICABLE, SEE TABLES TOWARDS INTERIOR (BOX -IN) TOWARDS INTERIOR (BOX -IN) 1-3, SHEETS 6-8 FOR DP (PSF) ASSOCIATED WITH STILES. 4 INTERIOR 31 LOCK PART 75 & 107-110 4 INTERIOR 4 INTERIOR 135° 5 5 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 16-0629.06 Expiration Date 02/17/2020 11 7 135° By 14 5 61 32 Miami- Product Control 103 , 61 2 y EXTERIOR 61 32 11 LOCK PART 31 103 61 EXTERIOR 7 75 & 107-110 14 e 135° INSIDE CORNER - 02 2 -TRACK SHOWN OUTSIDE CORNER e135° 01 2 -TRACK SHOWN - ne,�a ey: ❑ems: Ra�r�is: 1070 TFCHNOLOGYORIVE N. VENICE, FL 34275: ❑=.main,: HORIZONTAL SECTION DETAILS, CORNERS . "- •.,.-- - � � ❑,� ReNsians: (941)46o-1600 RTO SERIES 770 ALUM. SGD - LM IMPACT ' a°ABY SGD-770 %ZITS s^°ar 19 °� 22 °,s»ittNa PGTO130 R°" B CERT. OFAUTH. #29296 A. LYNN MILLER, P.E. P.E.# 58705 ❑reamer JR 10/10/14 ❑10 cn ee. aa�a: Item D wg 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/AMB 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 fi17322 SILL RISER -FLAT, FLUSH, 1-412" 19 17319 617319 SILL RISER -BOX FLUSH, 1-112" 20 17321 617321 SILL RISER -FLAT, LOW, 2-1/2" 21 17318 61731 B SILL RISER - BOX LOW, 2-112" 22 17355 617355 SILL RISER - FLAT, MEDIUM, 3-1/4" 23 17354 617354 SILL RISER - BOX MEDIUM, 3-1/4" 24 17323 617323 SILL RISER - FLAT, HIGH, 4- 25 1 17320 1 617320 SILL RISER - BOX HIGH, 4" 26 17333 1 617333 POCKETP-HOOK 27 7070 1 67070 NEOPRENE BULB WSTP FOR P -HOOK 28 17334 617334 POCKET P4100K MOUNT 29 17335 617335 P -HOOK COVER 30 17348 617348 POCKET P -HOOK FOR BOXRISER 31 17378 617378 135 CORNER 32 17376 617376 135 FIXED MOUNT 1732 78178 ITEMS 40-53 ARE SCREEN PARTS: 40 4319 612258 SCREEN SIDE RAIL - LOCKSTILE 41 67376 7LOCKWGSK SCREEN LOCKSET 42 64066 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 61816020 SCREEN CLOTH 54 1725 112" X4" X 1116" SET. BLOCK, NEOPRENE 85 +/-5 55 1726 1"X4" Xt/16" SET, BLOCK, NEOPRENE 85+1-5 Item DPG # PGT# Description 60 1 17325 617325 PANEL STILE 61 17325 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 617324 ASTRAGAL 68 17339 617334 HEAVY DUTY ASTRAGAL 69 17324 617324 TOP & BOTTOM RAIL 70 17350 417350 WEATHERSTRIP EXTENSION (INJECTION MOLDED) 71 1695 71695 1-112" 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 SIUICONE DOW -899, DOW -9950R GE -7700 75 8185 78185X GEMINI MORTICE 3 -PLY DUAL LOCK WILONG TRIM PLATE 76 71032X1FPFX #10-32 X 1" FL. SS SCREW W/ TYPE "F" TIP 77 7103239 10-32 STEEL ZINC U -NUT 79 17357 617357 1" IG BEAD 80 17359 617359 7116" BEAD / FIXED PANEL CLP 81 - 17360 617360 9/16" BEAD 82 1224 6TP247K VINYL BULB WEATHERSTRIP 83 61745 1745 LOWE INC, 117X 1116" 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 FDED PANEL CLIP - 6" LONG 106 17352 617352 FD(ED PANEL RETAINER -9/16" 107 1739 71739 HANDLE KIT- INTERIOR RAISED WITH THUMB TURN 108 1740 71740 HANDLE KIT- RAISED EXTERIOR HANDLE 1Q9 1731 78162SN HANDLE KIT- RECESSED INTERIOR WITH THUMB TURN 110 1732 78178 HANDLE KIT- RECESSED EXTERIOR PULL 111 710X34PPSDAX #10 X3/4" PH. PN. TEK- S.S. 112 1235 67376 WSTP, 270 X.170 -FIN SEAL 113 1712 64066 .187" X 230" FNSEAL 114 7i0Xl l5PPX 910 X I-112" 115 710XPPT 410 X V 116 72OXlX 414-20X1"S. S. 117 720XI12X #14-20 X 1-112" S.S_ 118 17336 617336 90 DEGREE CORNER RECEIVER 119 17337 817337 90 DEGREE OUTSIDE CORNER ASTRAGAL 120 17338 6117338 90 DEGREE INSIDE CORNER ASTRAGAL 123 17352 617352 FIXED PANEL RETAINER, 718" NOTES: 1) ALL ALUMINUM = 6063-T6 2) ITEMS # 33-39, 56-59, 66, 78, 84-99, 121 & 122 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. 3) USE OF #12 OR #13 REQUIRES MIN. #10 SMS OR 3/16" MASONRY ANCHORS @ 24" MAX. O.C. o.-"- 070TECHNOLOGYDRNE PARTS LIST _ L VENICE, FL 34275 : 941}460-1600 SERIES 770 ALUM, SGD - LM IMPACT SarIr0.NEv 9cVe: S�,se[ --v- Rar CERT. OFAUTH. #29296 ® S?IrGD-770 NTS 20 a 22 PGT0130 B PRODUCT REVISED as complying with the Florida Building Code NOA-No. 16-0629.06 Expiration Date 02/17/2020 By _ Miami- as roduct Control A. LYNN MILLER, P.E. P.E.# 58705 6 r 31Y 6.198" 1" 0.081" -j2-TRACK HEAD W/ SCREEN TRACK (6063-T6 AL) `A"f li 0.081" -j O 3 -TRACK HEAD (6063-T6 AL) 9.142" 0.081" -JO4 4 -TRACK HEAD (6063-T6 AL) 1.514" 1.260" y 0.060" O6 FRAME HEAD/JAMB SCREEN ADD-ON (6063-T6 AL) SEE SHEET 17 FOR SILL RISERS. 10 4 -TRACK SILL (6063-T6 AL) O9 3 -TRACK SILL (6063-T6 AL) 1.211" t 0.062" 0.532" 1.516" FRAME SILL SCREEN 12 ADD-ON (6063-T6 AL) REQUIRES MIN. #10 SMS OR 3/16" MASONRY ANCHORS @ 24" MAX. O.C. O6 2 -TRACK SILL W/ SCREEN TRACK (6063-T6 AL) 1.36" 5" 0.081" 6.198" 15" 5" 1.505" O2 -TRACK SILL (6063-T6 AL) f 1— 0.060" �O-1.990" 8FRAME SILL SCREEN 13 END ADD-ON (6063-T6 AL) REQUIRES MIN. #10 SMS OR 3/16" MASONRY ANCHORS @ 24" MAX. O.C. VENICE, FL 34275 CERT. OFAUTH. 7:29296 2 -TRACK JAMB W/ 15 SCREEN TRACK (6063-T6 AL) 0.( EXTRUSIONS 15" 16 3 -TRACK JAMB (6063-T6 AL) 4 2-TRACKJAMB (6063-T6 AL) n 4 -TRACK JAMB (6063-T6 AL) SERIES 770 ALUM. SGD - LM IMPACT $GD -770 1 22�PGTO1300BB1 22�PGTO1300BB O 1.872" O 0.062" 1.019" SCREEfy 40 STILE (6063-T6 AL) 19" --►{ � 1.045" 1.993" 0.062" SCREEN 45 TOP RAIL (6063-T6 AL) P—�{ 0.875" 1.99x3" p I— �� 0.062" SCREEN as BOTTOM RAIL (6063-T6 AL) PRODUCT REVISED as complying with the Florida Building Code NOA-No. 16-0629.06 Expiration Date 02/17/2020 By /— Miami -Dade ^duct Control 0.718" 0.83' ll 2.304" 1 2 L� 3.802" 0.752" 1.163" Fff� i LL 0.574" [00. 3.802" 0.885" 0.062" 0.080" 0.796" 0.264' JJJ 0.075„ 0.233" 0 062" DFRAME COVER 11 SILLYkA zs P -HOOK zs ADAPTOR P-HOOKMOUNTING 2s CO O OK SCREW 0.080 3o P -HOOK FOR BOX RISER (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL)SCREW (6063-T6 AL) .155" 2.30" 1.488" 0.080" 0.830" 4' 4„ 1.739" ►( 0.062" 0.133" 1.600 1.600 -�{ 1.303" .080"1.870" 8" N[ij 0.325" 016" 1.974" -�: 3.125" 3.125" 0.062" 2.44" 31 135° CORNER INTERLOCK HEAVY DUTY STILE 32 135° FIXED MOUNT so STANDARD STILE s1 s2 ADAPTER INTERLOCK s5 SCREW COVER (6063-T6 AL) (6063-T6 AL} (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) 3.979" � 3.979" �+-- 4.125" 1.050" 1.050" 0.075" 0.075" 1.645" 0.062" 1. 04" j 11.050" 1.645" III ((( 249.045" .611" .485" I� --►1 5"' 3.25 .04 " 0.125"" 0.281" GLAZING 7/16" GLAZING 9/16" GLAZING 0s7 STANDARD ASTRAGAL se HEAVY DUTY ASTRAGAL s9 TOP/BOTTOM RAIL 7s BEAD (I.G.) 80 BEAD, FIXED s1 BEAD (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) PANEL CLIP (6063-T6 AL) (6063-T6 AL) 1.003" 1.03" 4' 5.621 PRODUCT REVISED 0.757" 0.080 0.050" �us OFIXED 105 0.709" 0.133 " as Building complying oe 16 with the Florida NOA-No. 16-0629.06 Expiration Date 02/17/2020 PANEL CLIP 2.$931 (6063-T6 AL) 1.498" 0.133" 1.498" By Miami -Da / ro -Cont of I � I 0.080" 550" 0.863 I-� FIXED PANEL 12321" 0.709" RETAINER, 7/8"120 4 5.6 90° INSIDE CORNER ASTRAGAL 0.080" ---]1- (6063-T6 AL) 2'826 119 90° OUTSIDE CORNER ASTRAGAL (6063-T6 AL) FIXED PANEL 118 E los RETAINER, 9/16" 90° CORNER RECEIVER (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) Revsd By: Dak: ReWck 1078 TECHNOLOGYORIVE DavaOtim: EXTRUSIONS -- Reuse By: Dam: Re�sions: N. VENICE, FL 34275 (941)-460.1600 cv, SERIES 770 ALUM. SGD - LM IMPACT Rarsd By: Dara: Revislw,a: sanaamr°der SGD-770 scars: NTS cosec 22 °� 22 aaWVWI PGT0130 Rar B CERL OFAUTH. #29296 A. LYNN MILLER, P.E. P.E.# 58705 nmJ ey: JR n10 90/10/14 Chaskad9y. Defe: