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Home My WebLink AboutNOAPGT 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 "770IIP" Aluminum Sliding Glass Doors w / Reinforcements -SMI APPROVAL DOCUMENT: Drawing No.PGT0005 Rev G, titled "Series 770 H.P. Aluminum SGD-SMI", sheets 1 through 10 of 10, prepared by manufacturer, dated 08/05/07 and last revised on 12/11/19, signed and sealed by Lynn Miller, P.E., bearing the' Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Small Missile Impact Resistant Limitations: 1. See tables 1& 1A in sheet 4 of this approved drawing set for applicable SGD unit sizes, design pressures, reinforcements, glass types, sill riser and anchors requirements. See approved configurations in sheet 2. 2. Applicable operable door Egress min clear width & height requirements must comply per FBC, to be reviewed by Building official. 3. See glazing options G9, G9A, G10 and G10A in sheets 1 & 3. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 17-0420.14 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. 19-1126.05 Expiration Date: March 24, 2025 Approval Date: January 09, 2020 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous approvals (Submitted under files # 11-1018.15/#09-0826.11) A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.PGT0005 Rev D, titled "Series 770 H.P. Aluminum SGD-SMI", sheets 1 through 10 of 10, prepared by manufacturer, dated 08/05/07 and last revised on 02/13/14, signed and sealed by Lynn Miller, P.E. B. TESTS (transferred from file # 09-0826.11) 1. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94. 4) Small 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 with marked -up drawings and installation diagram of Aluminum Sliding Glass Doors (Samples A-3, A-4, B-3, B-4 and C-2), prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL-7468, dated 09/13/2013, all signed and sealed by Martin D. Brinson, P.E. Note: This test report has addendum letter dated Jan 13, 2014, issued by Fenestration Testing Lab. 2. Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94. 4) Small 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 with marked -up drawings and installation diagram of Aluminum Sliding Glass Doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL-6019 and FTL-6020, both dated 08/10/09, all signed and sealed by Julio Gonzales, P.E. (Submitted under files # 11-1018.15/#09- 0826.11). Note: The test reports No. FTL 6019 have been revised and reissued on 12/29/09, signed and sealed by Julio Gonzales, P.E. 3. Additional reference supporting test reports # FTL 5254 and ATI72138.01-401-18. C. CALCULATIONS 1. Anchor verification and comparative analysis dated 01/24/14 and last revised on 02/13/14, sheets 1 thru 45, prepared by PGT, signed and sealed by Lynn Miller, P. E. 2. Glazing complies with ASTME-1300-02 &-04 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to "E.I. DuPont DE Nemours" for "DuPont Butacite V PVB", expiring on 12/11/16. F. STATEMENTS 1. Statement letter dated OCT 04, 2013 of compliance to FBC 2010 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. ksti, ,-, \ .U..,...-,*.-,- Ishaq 1. Chanda, P.E. Product Control Unit Supervisor NOA No. 19-1126.05 Expiration Date: March 24, 2025 Approval Date: January 09, 2020 E-1 PGT Industries Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED G. OTHER 1. This NOA revises # 11-1018.15, expiring March 24, 2015. 2. Test proposal dated 6/4/13 approved by Jaime Gascon, P.E. 3. Test proposals No(s) 09-0177,0177-A, B & C approved by BCCO. 4. Letter of commitment dated February 20, 2014, issued by PGT, signed by A. Lynn Miller, P.E. 2. Evidence submitted under previous approvals A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. PGT0005, titled "Series 770 H.P. Aluminum SGD — S.M.I.", sheets 01 through 10 of 10, dated 08/05/07, prepared by manufacturer, revision "E" dated 12/31/14 and latest update 03/05/15, signed and sealed by Lynn A. Miller, P. E. B. 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 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked—up drawings and installation diagram of Aluminum Sliding Glass Door (XOX), prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7825, dated 06/10/2014, signed and sealed by Idalmis Ortega, P. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Addition (2014), prepared by manufacturer, dated 03/05/15, signed and sealed by Lynn A. Miller, P.E. 2. Glazing complies with ASTM E1300-04/ 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 "Kuraray PVB Glass Interlayer" dated 03/12/15, expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 51h Edition (2014), issued by manufacturer, dated 12/31/14, signed and sealed by Lynn A. Miller, P. E. 2. Statement letter of no financial interest, issued by manufacturer, dated 12/31/14, signed and sealed by Lynn A. Miller, P. E. 3. Department of State Certification of PGT INDUSTRIES, INC. as a for profit corporation, active and organized under the laws of the State of Florida, dated 01/27/15 and filed by the Secretary of State. 4. Notification of Successor Engineer for manufacturer's NOA document per Section 61G15- 27.001 of the Florida Administrative Code, notifying original engineer that the successor engineer is assuming full professional and legal responsibility for all engineering documents pertaining to this NOA, dated 10/07/11, signed and sealed by Lynn A. Miller, P. E. 1tIA., 1. L1„ ---Sl- Ishaq I. Chanda, P.E. Product Control Unit Supervisor NOA No. 19-1126.05 Expiration Date: March 24, 2025 Approval Date: January 09, 2020 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED G. OTHERS 1. Notice of Acceptance No. 13-1009.06, issued to PGT Industries, Inc. for their Series "770—HP Aluminum Sliding Glass Doors w / Reinforcements — S.M.I.", expiring on 03/24/15. 3. Evidence submitted under previous approvals A. DRAWINGS Drawing No. PGT0005, titled "Series 770 H.P. Aluminum SGD — S.M.I.", sheets 1 through 10 of 10, dated 08/05/07, prepared by manufacturer, revision "F" dated 05/05/16, signed and sealed by A. 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. C. CALCULATIONS (Submitted under previous NOA No. 15-0106.09) 1. None. 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 "Kuraray PVB Glass Interlayer" dated 03/12/15, expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5th Edition (2014), issued by manufacturer, dated 12/31/14, signed and sealed by Lynn A. Miller, P. E. G. OTHERS 1. Notice of Acceptance No. 15-0106.09, issued to PGT Industries, Inc. for their Series "770— HP Aluminum Sliding Glass Doors w / Reinforcements — S.M.I.", expiring on 03/24/20. 2. Test proposal No. 16-0152 dated 03/09/16 approved by RER. 4. Evidence submitted under previous approvals A. DRAWINGS 1. Drawing No. PGT0005, titled "Series 770 H.P. Aluminum SGD — S.M.I.", sheets 1 through 10 of 10, dated 08/05/07, prepared by manufacturer, revision "G" dated 04/03/17, signed and sealed by A. Lynn Miller, P. E. B. 1. None. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, FBC 6" Edition (2017), prepared by manufacturer, dated 04/18/17 and revised 08/14/17, signed and sealed by Lynn A. Miller, P.E. D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources (RER). Ishaq I. Chanda, P.E. Product Control Unit Supervisor NOA No. 19-1126.05 Expiration Date: March 24, 2025 Approval Date: January 09, 2020 E-3 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 6th Edition (2017), issued by manufacturer, dated 08/04/17, signed and sealed by Lynn A. Miller, P. E. G. OTHERS 1. Notice of Acceptance No. 16-0629.08, issued to PGT Industries, Inc. for their Series "770—HP Aluminum Sliding Glass Doors w / Reinforcements — S.M.I.", expiring on 03/24/20. 5. New Evidence submitted A. DRAWINGS 1. Drawing No.PGT0005 Rev G, titled "Series 770 H.P. Aluminum SGD-SMP', sheets 1 through 10 of 10, prepared by manufacturer, dated 08/05/07 and last revised on 12/11/19, signed and sealed by Lynn Miller, P.E. B. TESTS 1. None. C. CALCULATIONS (submitted under file #17-0420.14) 1. None 2. Glazing complies with ASTME-1300-02, -04 &-09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 19-0305.02 issued to Kuraray America, Inc. (former Dupont De Numerous) for their "Trosifol Ultraclear, Clear and Color PVB Glass Interlayers", expiring on 07/08/24. F. STATEMENTS 1. Statement letter of conformance to FBC 2017 (6th Edition) and letter of no financial interest, prepared by PGT, dated 11/22/19, signed and sealed by Lynn Miller, P.E. G. OTHER 1. This NOA renews NOA # 17-0420.14. I se--! -� . Ishaq I. Chanda, P.E. Product Control Unit Supervisor NOA No. 19-1126.05 Expiration Date: March 24, 2025 Approval Date: January 09, 2020 E-4 GENERAL NOTES: SERIES 770 H.P. SMI SLIDING GLASS DOOR WITH REINFORCEMENT DESIGN PRESSURE RATING I IMPACT RATING SEE TABLES 1 & 1A ON RATED FOR SMALL MISSILE 1) GLAZING TYPE OPTIONS: (GLASS RECIPES ARE FROM EXTERIOR TO INTERIOR) SHEET 4 I IMPACT RESISTANCE GLASS STRENGTHS: T = TEMPERED INTERLAYER TYPES: .090" PVB CODES /STANDARDS USED: G9 - 1" LAMINATED INSULATING GLASS: 3/16" T EXT. CAP + 3/8" AIR SPACE + 7/16" LAMINATED: (2) LITES OF 3/16" T GLASS WITH .090" PVB INTERLAYER. °2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION G9A - 1" LAMINATED INSULATING GLASS: 1/4" T EXT. CAP + 5/16" AIR SPACE + 7/16" LAMINATED: (2) LITES OF 3/16 T GLASS WITH .090" PVB INTERLAYER. 0FLORIDA BUILDING CODE (FBC), 5TH EDITION _ — OAST STM E1300-09 G10 - 7/16" LAMINATED: (2) LITES OF 3/16" T WITH .090" PVB INTERLAYER. oANSI/AF&PA NDS -2015 FOR WOOD CONSTRUCTION G10A - 9/16" LAMINATED: (2) LITES OF 1/4" T GLASS WITH .090" PVB INTERLAYER. °ALUMINUM DESIGN MANUAL, ADM -2015 2) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. oAISI S100-12 B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300. oAISC 360-10 C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. 3) ANCHORAGE: THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE. FOR ANCHORAGE DETAILS SEE SHEETS 4-6. 4) SHUTTERS ARE NOT REQUIRED 30' ABOVE GRADE. 5) INSTALLATION SCREWS, FRAME AND PANEL CORNERS TO BE SEALED WITH NARROW JOINT SEALANT. 6) REFERENCES: TEST REPORTS FTL-5998, FTL-6005, FTL-7468, FTL-6012 & FTL-7825. ELCO ULTRACON, CRETEFLEX AND AGGREGATOR NOA'S, ANSI/AF&PA NDS FOR WOOD CONSTRUCTION AND ADM, ALUMINUM DESIGN MANUAL 7) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 8) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE, AS APPLICABLE. 9) CONFIGURATIONS: STRAIGHT DOORS - MAXIMUM 2 TRACKS BY 9 FT. (108") HIGH WITH MAXIMUM 4 FT. NOMINAL WIDE DOOR PANEL, MAXIMUM 4 PANELS. SEE EXAMPLE ELEVATIONS AND PANEL CONFIGURATIONS ON SHEETS 2 & 7. D.L.O. WIDTH = NOM. PANEL WIDTH - 7" D.L.O. HEIGHT = DOOR UNIT HEIGHT - 10.125" PANEL HEIGHT = DOOR UNIT HEIGHT - 1.866" NOTES PERTAINING TO ANCHORAGE DETAILS ON SHEET 5-6: 1) FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ANCHORS. SEE TABLE A ON THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. 2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE ON THIS SHEET. 3) WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2" THICK. 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. 4) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 5) IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT, MAX. 1/4" THICK & 3400 PSI MIN., (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. JR 1 04/03/17 1 G I UPDATED TO FBC 2017, REV. TABLES 1 & A, JAMB OC. Drawn By: I Date:Checked By: Date: SMC 08/05/07 RJA RJA TART F A - Anchor Group Anchor Type Frame Member Substrate Min. Edge Distance Min. O.C. Distance Min. Embedment or Metal Thickness A #12 18-8 SMS, F"=60 ksi. F� 95 ksi #12 410 SS SMS, Fy=90 ksi, F„=110 ksi Southern Pine (SG = 0.55) 9/16" 7/8" 1-3/8" 6063-T5 Aluminum 3/8" 9/16" 0.071" All A36 Steel 3/8" 9/16" 0.050" Gr. 33 Steel Stud 3/8" 9/16" 0.045" (18 Ga) 9 1/4" Elco Aggre-Gator@ Fy.=57 ksi, Fe= 96 ksi All Concrete (min. 2.22 ksi) 1-1/2" 3" 1-318" Jamb Filled Block (ASTM C90) 2" 3" 2" I Jamb Hollow Block (ASTM C90) 2" 3" 1-1/4" All Southem Pine (SG = 0.55) 1" 1" 1-3.t8" B #12 Steel SMS (Gr. 5) Southern Pine (SG = 0.55) 9/16" 7/8" 1-3/8" 6063-T5 Aluminum 3/8" 9/16" 0.071" All A36 Steel 3/8" 9/16" 0.050" I Gr. 33 Steel Stud 318" 9/16" 0.045" (18 Gal C 114" Elco UltraConC Fy=155 ksi, F,=177 ksi All Concrete (min. 2.85 ksi) 1" 4" 1-3/8" Jamb Hollow Block (ASTM C90) 1" 6" 1-1/4" 1/4" Elco UltraCon@ Fy.=155 ksi, F,=177 ksi All Concrete (min. 2.85 ksi) 2-1/2" 4" 1-3/8" Jamb Filled Block (ASTM C90) 2-1/2" 4" 1-34' Jamb Hollow Block (ASTM C90) 2-1/2" 6" 1-114" D 1/4" 410 SS Elco CreteFlex® Fy=127.4 ksi, F,=189.7 ksi Head / Sill Concrete (min. 3.35 ksi) 1" 4" 1-3!4" Jamb Concrete (min. 3.35 ksi) 1" 6" 1-34" Jamb Hollow Block (ASTM C90) 2-1/2" 6" 1-1/4" All Southern Pine (SG = 0.55) 1 1" 1" 1-3/8" 1) WHERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGE FROM MORE THAN ONE OF THE ANCHOR GROUPS ABOVE, CHOOSE THE ANCHOR GROUP OF THE LOWEST LETTER FOR ALL TABLES IN THIS APPROVAL. 2) ALL ANCHOR HEAD TYPES ARE APPLICABLE. 3) FOR STEEL STUDS, MIN. FU = 45 KSI, MIN FY = 33 KSI. 4) FILLED BLOCK VALUES MAY ALSO BE USED IN HOLLOW BLOCK APPLICATIONS. 5) ANCHORS MUST BE OF SUFFICIENT LENGTH SO THAT A MINIMUM OF 3 THREADS EXTEND BEYOND METAL SUBSTRATE. 1070 TECHNOLOGY DRIVE Description: N. VENICE, FL 34275 GENERAL NOTES AND MAP O CERT. OFAUTH. #29296 SERIES 770 H.P. ALUMINUM SGD - SMI SeneslModel I ScajeI Sheet: Drawing Na. SGD770 H.P. NTS 1 al 10 PGT0005 Rev: G PIRODUCT i ngm as compbiogwim lire rookk Balding Code i Q _ 1 t Z(, • DS Acceptance No r E,piratiioa Date Cp 2011 By �► •-••.�- fAismi Dade roduet Cel No. 58705 _ a -;3 711 OF G� d./tMN� M1�4EIR��.E. P.E.# 58705 SHEET GENERAL NOTES ............. 1 ELEVATIONS ......................2 GLAZING DETAILS ............ 3 ANCHORAGE .....................4-6 DESIGN PRESSURES ....... 4 ELEVATIONS ..................... 7 CONFIGURATIONS........... 7 VERT. SECTIONS..............8 HORIZ. SECTIONS............ 8 PARTS LIST ....................... 9 EXTRUSIONS .................... 10 PIRODUCT i ngm as compbiogwim lire rookk Balding Code i Q _ 1 t Z(, • DS Acceptance No r E,piratiioa Date Cp 2011 By �► •-••.�- fAismi Dade roduet Cel No. 58705 _ a -;3 711 OF G� d./tMN� M1�4EIR��.E. P.E.# 58705 3/16" T GLASS .090" PVB 3/16" T GLASS — 3/8" AIR SPACE 3/16" T GLASS 1" NOM. MR 79 EXTERIOR 3/16" T GLASS — .090" PVB — 74 D 3/16" T GLASS 7/16" NOM. 82 3/4" NOM. GLASS BITE $� EXTERIOR 1" LAMINATED INSULATING f 55 GLASS TYPES G9 74 3/4" NOM. GLASS BITE 54 7/16" LAMINATED GLASS TYPES G10 3/16" T GLASS .090" PVB 1/4" T GLASS 3/16" T GLASS 5/16" AIRSPACE 74 .090" PVB — 1/4" T GLASS 1/4" T GLASS 1" NOM. 9/16" NOM. 82 83 3/4" NOM. GLASS 79 BITE 81 56-59 EXTERIOR EXTERIOR ]Lv�' 1" LAMINATED INSULATING �55 GLASS TYPES G9A 74 3/4" NOM. GLASS BITE 54 9/16" LAMINATED GLASS TYPES G10A Part # Description Material 56 Kommerling 4SG TPS Spacer System See this Sheet for 57 Quanex Super Spacer nXT with Hot Melt Butyl 58 Quanex Duraseal Spacer Materials 59 Cardinal XL Edge Spacer S XL EDGETM IKEF-EFKENUE I E5 I KEF UK 15: F I L -b/11, sybs & bVIU "T" = TEMPERED "PVB" =.090" TROSIFOL® PVB BY KURARAY AMERICA, INC. Revsd By: Date: I Revisions: JR 04/03/17 G NO CHANGES THIS SHEET. Drawn By Date: Checked By: Date.: SMC 08/05/09 RJA STRUC7 POLYISOBUTI WITH DESIC EXT. GLA: " 'CONE 1/4" NOM. KODISPACE 56 4SG TPS NT. GLASS HOT -MELT BUTYL STRUCTURAL SILICONE FOAM 3/16" NOM. WITH DESICCANT EXT. GLASS 57 SUPER TM CMAr`r=o@m -r • INT. GLASS rRODUCT BURT ® ALUMINUM as oomptyleg with t6E X5/16" NFORCEMENT Raiding Code Acceptance M 19-1124.- V S Expiration Date_N 21r 1 ? 2,�� OM. BUTYL& ey l i1� U —DESICCANT Mi�miDadeadtCOttW EXT.GLASOA58M DURAS EALO SPACER INT. GLASS POLYISO- DESICCANT FILL AREA BUTYLENE 5/16" NOM. SEAL SILICONE SEAL ROLL -FORMED STAINLESS STEEIL S XL EDGETM SPACER EXT. GLASSY INT. GLASS 1070 TECHNOLOGY DRIVE Description: N. VENICE, FL 34275 GLAZING DETAILS (941) 480-1600 Tue. CERT OFA.ITH. #29296 SERIES 770 H.P. ALUMINUM SGD - SMI Series/Model: Scale: Sheet. Drawing No. I Rev: O SGD770 H.P. NTS 3 or 10 PGT0005 G ��11ltlil;ll Q11N LY" �� 'fid` •' ��CENg� • �� No. 58705 T5 --n 'LZ Off' STA /////'/ONNAL `O \: . A. LYNN MILLER, P.E. P.E.# 58705 -rA01 C 4 NOTE: JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED HEAVY DUTY ASTRAGAL HEAVY DUTY STILES INTERLOCKS TO BE REINFORCED THE #66 HEAVY-DUTY REINFORCEMENT HEAVY-DUTY STILES JR I 04103117 1 G 815109 REVISED TABLE. Date: O= EXAMPLE ON SHEET 5 1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 4" SILL. 2. WHEN USING THE 2 1/211 SILL, POSITIVE DP IS 46.67 PSF MAX. AND WITH THE 3 1/4" SILL, POSITIVE PRESSURES IS 60.0 PSF MAX. (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 1A ON THIS SHEET. 3. 2 1/2", 3 1/4" AND 4" 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. 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 1, 5 & 6 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. 5. DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS. D.L.O. WIDTH = NOM. PANEL WIDTH - 7" D.L.O. HEIGHT = DOOR UNIT HEIGHT - 10.125" PANEL HEIGHT = DOOR UNIT HEIGHT - 1.866" 1070 TECHNOLOGY DRIVE Description: N. VENICE, FL 34275 DP AND ANCHORAGE CHART (941) 480-1600 rice: CERT. OFAUTH.#29296SERIES 770 H.P. ALUMINUM SGD - SMI Serles/Model Scale Sheet Drawing No. SGD770 H.P. I NTS I 4 gf 10 I PGT0005 TABLE 1A: Sill Height to Max. (+) DP (Water Infiltration Rating) (+) Design Sill Riser Height Pressure, psf Flush - 1-1/2" see note 3 Low - 2-1/2" +46.67 Medium - 3-1/4" +60.0 High - 4" +90.1 SEE NOTES 1-3 1 OH LENGTH OH LENGTH = OH RATIO OH OH HEIGHT HEIGHT 1 0 EQUAL TO 1 o OR GREATER SEE NOTE 3 PRODUCT RENMD as com*ft wo tiro rkr* Briding Code2` • 05 Acceptance No 11 " I Expiration Date -342-44-o-` By t LI . U. ..�__ r14ia.i Dade redact Control v��llrrr11i7 .� No. 58705 0% STT '40-R10N.. '�N`��• /'/() NAL Rev: A. LYNN MILLER, P.E. G P.E.# 58705 Design Pressure (DP) and Anchor Quantities Required (For all approved Configurations, Sheet 2 and Glass Types, Sheet 3) Door Unit Height Reinforced Interlocks 801, 84" 901, 9811 102" 108" Heavy-duty Astragal 69-7/8" DLO 73-7/8" DLO 79-7/8" DLO 87-7/8" DLO 91-7/8" DLO 97-7/8" DLO Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Heavy-duty Stiles A I B I C I D A I B I C D A I B I C I D A I B I C I D A I B I C I D A B C I D Design Pressure +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 17"24 Head/Sill C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 DLO Jamb 10 1 8 1 8 1 8 10 1 8 8 8 10 1 10 1 10 10 12 1 10 1 10 1 10 12 1 10 1 10 1 10 14 1 10 1 10 10 Design Pressure +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 30 Head/Sill C5+2 C5+2 CS+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 DLO Jamb 12 10 8 8 12 10 8 8 12 10 10 10 14 12 10 10 14 12 10 10 16 1 12 1 10 10 Design Pressure +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 Head/Sill C5+2 C5+2 C5+2 C5+2 C6+2 C6+2 C5+2 C5+2 C6+2 C6+2 C6+2 C6+2 C7+2 C7+2 C6+2 C6+2 C7+2 C7+2 C7+2 C7+2 C7+2 C7+2 C7+2 C7+2 m 36 DLO Jamb 12 10 8 8 14 12 8 8 14 1 12 1 10 1 10 16 1 14 1 10 1 10 18 14 1 10 1 10 18 1 14 1 12 10 Design Pressure +901-130 +901-130 +901-130 +901-130 +901-130 +901-121.4 Z42" pL50 Head/Sill C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C6+2 C7+2 C7+2 C6+2 C6+2 C7+2 C7+2 C7+2 C7+2 C8+2 C8+2 C7+2 C7+2 C8+2 C8+2 C7+2 C7+2 Jamb 14 12 8 8 16 12 10 8 16 14 10 10 18 1 14 1 12 1 10 20 1 16 1 12 10 20 1 16 1 12 10 Design Pressure +901-130 +901-130 +901-130 +901-130 +901-118.5 +901-110 41" I48 Head/Bili C6+3 C6+3 C6+3 C6+3 C7+3 C7+3 C6+3 C6+3 C7+3 C7+3 C7+3 C7+3 C8+3 C8+3 C8+3 C8+3 C8+3 C8+3 C7+3 C7+3 C8+3 C8+3 7+ C7+2 DLO Jamb 16 1 12 1 10 1 8 1 16 1 14 1 10 1 8 1 18 1 14 1 12 1 10 20 116 1 12 1 10 1 20 1 16 1 12 10 1 20 16 12 10 NOTE: JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED HEAVY DUTY ASTRAGAL HEAVY DUTY STILES INTERLOCKS TO BE REINFORCED THE #66 HEAVY-DUTY REINFORCEMENT HEAVY-DUTY STILES JR I 04103117 1 G 815109 REVISED TABLE. Date: O= EXAMPLE ON SHEET 5 1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 4" SILL. 2. WHEN USING THE 2 1/211 SILL, POSITIVE DP IS 46.67 PSF MAX. AND WITH THE 3 1/4" SILL, POSITIVE PRESSURES IS 60.0 PSF MAX. (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 1A ON THIS SHEET. 3. 2 1/2", 3 1/4" AND 4" 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. 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 1, 5 & 6 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION. 5. DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS. D.L.O. WIDTH = NOM. PANEL WIDTH - 7" D.L.O. HEIGHT = DOOR UNIT HEIGHT - 10.125" PANEL HEIGHT = DOOR UNIT HEIGHT - 1.866" 1070 TECHNOLOGY DRIVE Description: N. VENICE, FL 34275 DP AND ANCHORAGE CHART (941) 480-1600 rice: CERT. OFAUTH.#29296SERIES 770 H.P. ALUMINUM SGD - SMI Serles/Model Scale Sheet Drawing No. SGD770 H.P. I NTS I 4 gf 10 I PGT0005 TABLE 1A: Sill Height to Max. (+) DP (Water Infiltration Rating) (+) Design Sill Riser Height Pressure, psf Flush - 1-1/2" see note 3 Low - 2-1/2" +46.67 Medium - 3-1/4" +60.0 High - 4" +90.1 SEE NOTES 1-3 1 OH LENGTH OH LENGTH = OH RATIO OH OH HEIGHT HEIGHT 1 0 EQUAL TO 1 o OR GREATER SEE NOTE 3 PRODUCT RENMD as com*ft wo tiro rkr* Briding Code2` • 05 Acceptance No 11 " I Expiration Date -342-44-o-` By t LI . U. ..�__ r14ia.i Dade redact Control v��llrrr11i7 .� No. 58705 0% STT '40-R10N.. '�N`��• /'/() NAL Rev: A. LYNN MILLER, P.E. G P.E.# 58705 EXAMPLE OXX ANCHORAGE PLAN: (3) PANEL, 48" x 108" DOOR FROM TABLE ON SHEET 4, ANCHOR TYPES A IN CONCRETE SUBSTRATE X X X 108" MAX X X X +2 C7 +2 C7 +2 I-- 8" MAX., TYP. SEE CLUSTER DET., SHT. 6 "ANCHORS PER PANEL" ARE THOSE AT THE HEAD AND SILL BETWEEN CLUSTERS OR THOSE BETWEEN A CLUSTER AND A FRAME JAMB. kx. 1. (12) O.C. ANCHORS PER JAMB (SEE SHEET 6 FOR CLUSTER O.C. SPACING) INTERLOCK 3.5" MAX. ASTRAGAL INTERIOR 8" MAX. 3-1/2" MAX. CENTERLINE O.C. CENTERLINE 0 0 ° ° 2.04" 4.051" o 6, \01 0 0 o 24" MAX. O.C. LOCATED BELOW EXTERIOR 8" MAX. CENTER OF PANEL 145-5/16" MAX. ANCHORAGE REQUIREMENTS NOTES: 1. APPROVED ANCHOR TYPES: SEE TABLE A, SHEET 1. 2. ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLE 1 ON SHEET 4: HEAD & SILL ................ 8" MAX. FROM FRAME CORNERS. USE SPECIFIED CLUSTER FROM TABLE ON SHEET 4 AT EACH INTERLOCK AND ASTRAGAL LOCATION, PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE ANCHORS PER PANEL (THE 8" FROM CORNER ANCHORS CAN BE INCLUDED). ADDITIONAL ANCHORS 24" MAX. ON CENTER. SEE EXAMPLE ANCHORAGE PLANS ABOVE AND EXAMPLE CLUSTERS AT ASTRAGAL / INTERLOCKS ON SHEET 6. JAMBS ......................... 6" MAX. FROM BOTTOM AND 21" MAX. O.C. UTILIZING JAMB ANCHOR QUANTITIES FROM 1070 TECHNOLOGY DRIVE Description TABLE ON SHEET 4. N. VENICE, FL 34275 ANCHORAGE SPACING & EXAMPLE PLANS (941) 480-1600 Tice: Revsd By: Date: Revisions: CERT OFAUTH.#f29296 SERIES 770 H.P. ALUMINUM SGD - SMI JR 04/03/17 G NO CHANGES THIS SHEET. seri.sWcdel sceie: sheer Drawing No. Rev Drawn By: Date: Checked By: Date: ® of SMC 08/05/09 RJA SGD770 H.P. NTS 5 10 PGT0005 G rRODUCT RENM= as cmpbftWmh d" Guiding Code d Acceptance No Expiration i -Date 12u.1 %OZti I IL Lok- fi�f+mi uit?ade P�lodnct CSA �IIfIIIf;i \\\`'oA� LYt'i'tf��"'�,�� sc • . � ` No. 58705 I'� 4_1,d S ATE GF l� . /0NAt9LL..`. A. LYNN MILLER,, P.E. P.E.# 58705 NOTES: 1. ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2. METAL SUBSTRATES SIMILAR TO WOOD SUBSTRATES AS SHOWN. * DIAGONAL, O.C. DIMENSION IS 4.051" IN THE HEAD & SILL, 6" IN THE JAMB. 2 1/16" * 2x WOOD BUCK TYP., EDGE DIST., SEE ANCHOR NOTE SEE TABLE 3, SHEET 1 SHEET 1 1 EXT. 1/4" MAX. ASTRAGAL OR INT. INTERLOCK 7" CENTERLINE 3.5" 3.5" 4.051 " 3.5" 3.5" 2.04" 4.051 " 1 2 -TRACK, ASTRAGAL / INTERLOCK EMBED., SEE 5 ANCHOR CLUSTER - C5 TABLE A, SHEET 1 �MBED., SEE TABLE A, SHEET 1 SHIM 1/4" MAX. SHIM ---I WOOD ANCHOR TYP., SEE 1x WOOD ANCHOR NOTE 2, SHEET 1 BUCK TYP., DETAIL A, 2 -TRACK W/ SCREEN FRAME HEAD SEE ANCHOR WOOD INSTALLATION NOTE 3, SHEET 1 CONCRETE ANCHOR TYP., EDGE DIST., SEE ANCHOR SEE TABLE A 2-1/16" NOTE 1, SHEET 1 SHEET 1 TABLEEXT �._ WE, EDGE DIST., SEE TABLE A SHEET 1 2-1/16" r ASTRAGAL OR INT. INTERLOCK CENTERLINE 7" 7" 3.5" 1.75" ST 4.Ub 4.051 " 2.04" 3.5" 7.. -CONCRETE DETAIL D, 2 -TRACK FRAME JAMB CONCRETE INSTALLATION MAX 2x WOOD BUCK TYP., SEE SHIM ANCHOR NOTE 3, SHEET 1 WOOD ANCHOR TYP., SEE ANCHOR NOTE 2, SHEET 1 EXTERIOR INTERIOR DETAIL B, 2 -TRACK FRAME HEAD V (ALL VERT. SECTIONS) WOOD INSTALLATION EMBED., SEE TABLE A SHEET 1 1/4" MAX. (SEE ANCHOR NOTE 5, SHEET 1) EXT. f 2 -TRACK, ASTRAGAL / INTERLUCK 6 ANCHOR CLUSTER - C6 ASTRAGAL OR INT. INTERLOCK CENTERLINE f 1.75" 3.5" 7 11 2.04" 4.051 " 3.5" 7 2 -TRACK, ASTRAGAL / INTERLOCK 8 ANCHOR CLUSTEF -" 2 -TRACK, ASTRAGAL / INTERLOCK 7 ANCHOR CLUSTER - C7 EDGE DIST., ASTRAGAL OR INT. INTERLOCK 2-1/16" CENTERLINE 7" 3.5" cf o� 2.04" EfE0 0- 4.051 " 1 2 -TRACK, ASTRAGAL / INTERLOCK 7 ANCHOR CLUSTER - C7 EDGE DIST., SEE TABLE A SHEET 1 2-1/16" 1x WOOD BUCK TYP., SEE ANCHOR EXT. C NOTE 3, SHEET 1 1/4" MAX. SHIM [WOOD ANCHOR TYP., SEE EDGE DIST., ANCHOR NOTE 2, SHEET 1 1/4" MAX. SHIM SEE TABLE A I SHEET 1 2x WOOD BUCK TYP., SEE ANCHOR NOTE 3, SHEET - EMBED., SEE 5. m 6" MIN. �[R�—DIAG. O.C. TYPICAL JAMB ANCHOR PAIR FOR DETAILS "D" & "E", SEE ELEVATION FOR O.C. SPACING, SHEET 5 PRODUCT REpIB1YB✓D' EMBED., aseomply%wi!ltifte'P►ww SEE Bnidiog Code TABLE A, Acceptance No -lam' Expiration Date—=�21 SHEET 1 By It,^ Miami Dmde P L Comtel NCRETE L -CONCRETE ANCHOR TYP., SEE ANCHOR NOTE 1, SHEET 1 DETAIL F, 2 -TRACK FRAME HEAD CONCRETE INSTALLATION 4 1/4" MAX. 2-1/16" * (SEE ANCHOR i NOTE 5, SHEET 1) EXT. 2-1/16" * TABLE A, SHEET 1 GROUT AS REQ. WOOD ANCHOR CONCRETE TYP., SEE ANCHOR 1 NOTE 2, SHEET 1 _ 1 2x WOOD BUCK TYP., SEE " • , e EMBED., SEE TABLE A, SHEET 1 EXT. ANCHOR III 3, SHEET 1 a. DETAIL E, 2 -TRACK FRAME JAMB CONCRETE ANCHOR TYP., EDGE DIST.1 WOOD INSTALLATION SEE ANCHOR NOTE 1, SHEET 1 SEE TABLE DETAIL G, 2 -TRACK FRAME SILL A, SHEET 1 CONCRETE INSTALLATION 1070 TECHNOLOGY DRIVE Descriptio": N. VENICE, FL 34275 ANCHORAGE, EXAMPLE CLUSTERS (941) 480-1600 Title: CERT OFAUTH. ##29296 SERIES 770 H.P. ALUMINUM SGD - SMI Series/Model Scale: Sheet Drawing No. ° SGD770 H.P. NTS 6 of 10 PGT0005 2-1/16" * EDGE DIST., SEE TABLE A DETAIL C, 2 -TRACK FRAME SILL SHEET 1 WOOD INSTALLATION sd By: Date: Revisions: JR 04103/17 G CHANGED JAMB OC TO 6". wn By: Date: Checked By: Date: SMC 08/05/09 RJA Rev: G \�Ililllil//lj O z i _ No. 58705 0 . STATE OF ' .�CORION N A. LYNN MILLER, P.E. P.E.# 58705 PANEL LETTER JAMB DETAIL'K' OR'L', NOTE: SINGLE K LOCKSTILE SHT. 8 & ANCHOR DETAILS'D' &'E', SHT. 6 INTERLOCK DETAIL'J', 1. MAXIMUM NOMINAL INTERLOCK PANEL WIDTH FOR ALL SHT. 8 4 PANEL CONFIGURATIONS EQUALS 48" A INTERLOCK LOCKSTILE ASTRAGAL DETAIL'M', SHT. 8 HEADER DETAIL T, SHT. 8 EXTERIOR & ANCHOR DETAILS 'A', 'B' LOCKSTILE D SINGLE INTERLOCK &'F', SHT. 6 191 1/2" MAX. UNIT WIDTH — M LOCKSTILE SINGLE INTERLOCK 41" MAX. NOMINAL SINGLE L ASTRAGAL D.L.O. PANEL WIDTH INTERLOCK OUT WIDTH (aox our) ASTRAGAL LR SINGLE PANEL PANEL PANEL PANEL OUTff< INTERLOCK TYPE TYPE TYPE TYPE (BOX OUT) 'R' 'L' 'D' 'P' NASTRAGAL SINGLE 97 7/8" M8" (BOX OUT) IN INTERLOCK MAX. DOOR / / / / D.L.O. � � � � UNIT CSINGLE ASTRAGAL INTERLOCK IN SEE n'P HT. (BOX IN) TYP. REINF. NOTE REINF. SINGLE FIXED 3 P INTERLOCK LOCKSTILE FIXED R SINGLE omucr RENEWED LOCKSTILE INTERLOCK as canpiyinS with tie r as T ASTRAGAL FIXED SEE FRAME & SILL DETAIL'H', SHT. 8 & OXXO (2 TRACK) 'C' Bwdptaucc ,suiditanceleangCode -jjz� �d OUT LOCKSTILE PANEL CORNER ANCHOR DETAILS & Expiration Date W (BOX OUT) CONSTRUCTION 'G', SHT. 6 .,� By T ASTRAGAL FIXED DETAILS BELOW SILICONE Iq;a�iQadeP dretCAN&W IN LOCKSTILE (BOX IN) BY OTHERS SFIXED ASTRAGAL #8 X 1" LOCKSTILE OUT PH SMS (sox our) S FIXED � ASTRAGAL LOCKSTILE IN 1041, (BOX IN) NOTE: REINFORCEMENT (ITEM #66) REQUIRED AT ALL INTERLOCKS. X 1.50" " PH SMS PANEL CORNER FRAME CORNER 4 INTERIOR DETAIL DETAIL \ ; 1117' PANEL TYPES) NOTES: `` I �`�' JI(AILLL EXTERIOR 1. SEE THIS SHEET FOR INDIVIDUAL PANEL CONFIGURATIONS. MAX. NOMINAL `��••• ��CG1�sF ' f�� % V PANEL WIDTH = 48". SEE SHT. 8 FOR SECTION DETAILS AND SHTS. 4-6 FOR Q�•'' ANCHORAGE DETAILS. v No. 58705 D.L.O. WIDTH = NOM. PANEL WIDTH - 7" 2. MAX. DLO WIDTH = 41 "; MAX. DLO HEIGHT = 97 7!8', MAX PANEL HEIGHT = 106 1/8". D.L.O. HEIGHT = DOOR UNIT HEIGHT - 10.125" PANEL HEIGHT = DOOR UNIT HEIGHT 1.866" 3. (1) LOCK (ITEMS 75 & 107-110) AT EACH LOCKSTILE, LOCKING INTO KEEPER — - - --u : r .zz - - ITEM 103 AT FRAME JAMB OR ASTRAGAL. ( ) A'. � 0 STATE O (G�:� 1070 TECHNOLOGY DRIVE Description: . j "C ORI'D N. VENICE, FL 34275 PANEL TYPES/ EXAMPLE ELEVATIONS' \ /7/710NAI (941)480-1600 rue: \` 1111 � Revsd By: Date: Revisions: CERT. OFAUTH. #29296 SERIES 770 H.P. ALUMINUM SGD — SMI , I I , : e JR 04/03/17 G NO CHANGES THIS SHEET. Series/Modem Scale: sheet: Drawing No. Rev: A. LYNN MILLER, P.E. Drawn By: Date: Checked By: Date: SMC 08/05/09 RJA SGD770 H.P. NTS 7 n 10 PGT0005 G P.E.# 58705 PART ILLUSTRATIONS 62 111 63 61 66 14 (SEE SHEET 6 FOR FOR INSTALLATION DETAILS) 65 5 61 61 106 FULL LENGTH 66 14 OF JAMB 14 61 75 113 #8 X 1-1/4"� SMS, X 2 #10 X 3/4" SMS, X 3 123 FULL LENGTH F OF JAMB ALL REINFORCED INTERLOCK 113 6,@ 105 MIDSPAN 103 113 6 @ s0 DETAIL'S 5 MIDSPAN DETAIL 'L' 113 53 61 15 2 52 51 STANDARD CLIP OPTIONAL CLIP 112 68 �/�// RETAINER #106 W/ RETAINER #123 112 �I lu,52 46 DETAIL'K' (FIXED PANEL) 52 40 ASTRAGAL 45 48 47 c 53 51 4 INTERIOR DETAIL 'M' 51 112 (ALL HORIZ. SECTIONS) 53 n EXTERIOR 'N' 2 v EXTERIOR INTERIOR 'O' SCREEN a DETAIL SCREEN AT HEAD DETAIL AT SILL (ALL VERT. SECTIONS) DETAIL'P' SCREEN (2 -TRACK SHOWN) (2 -TRACK SHOWN) AT JAMB (2 -TRACK SHOWN) SILL RISERS OPTIONS 24 YRtDDElZ"fC RENEWED (SEE D.P. LIMIT TABLE 1A, SHEET 4 23 ascomplying with the . SEE SHEET 6 FOR FOR Buiding Code Acceptance INSTALLATION DETAILS) 21 1 1 Expiration Date 2r 1 (SL'-- 19 44.055" 113 a 5 gy Miami Dade P net CombW EXT. EXT. 2.555" EXT. 3.305" EXT. LJ— J 71 69 1.567" EXT. f FLUSH BOX SILL RISER LOW BOX SILL RISER MEDIUM BOX SILL RISER HIGH BOX SILL RISER1081. 97 7/8" MAX. (NOT VALID FOR WATER (2-1/2") (3-1/4") (4„) DOOR UNIT MAX. DETAIL T INFILTRATION RESISTANCE) 25 HEIGHT DLO 22 20 69 18 f 4.055” EXT. 71 72 OR 73 EXT. EXT. 2.555" EXT. 3.305" EXT. 7 1 1 1 1 11 !! 1.567" kLL]11 3, LICENSE. i FLUSH FLAT SILL RISER LOW FLAT SILL RISER VALID FOR WATER (2-1/2") MEDIUM FLAT SILL RISER HIGH FLAT SILL RISER (3-1/4") (4) 5 _ No. 58705 _ (NOT INFILTRATION RESISTANCE) DETAIL'H' -D 7--)3 • � � .Z.Z q : 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 Description: VERTICAL & HORIZONTAL SECTION DETAILS �•�, , I ! V� S TE OF % " •.!°tORID�.. �_�� S \ (941) 480-1600 rice: J �®�� Fi `' 4evsd By: Date: Revisions: G NO CHANGES THIS SHEET. CERT. OF AUTH.##29296 SERIES 770 H.P. ALUMINUM SGD - SMI sneer DrawmgNo. Rev' - ! ! / j WJ lj I 1 t P.E. JR 04/03/17 Series/Model Scaie: A. LYNN MILLER, Drawn By.' Date: Checked By: Date: ® SGD770 H.P. NTS of 8 �0 PGT0005 G P.E.# 58705 SMC 08/05/09 1.303" i f 0.718" 1.050" 1 y 1.050" I 1.050" 1.003' 1 1 r F 1 0.062" 0.611 " 0.534" 0.325" 0.062" 0.290"�7. i 0.757" 0.062" f 0.062" � 0.264 f „ f 0.045' 0.050" J FIXED PANEL CLIP/ INTERLOCK SCREW COVER FRAME SCREW COVER GLAZING BEAD (7/16") GLAZING BEAD (9/16") GLAZING BEAD (1" I.G.) FIXED PANEL CLIP (65) MAT'L: 6063-T6 (5) MAT'L: 6063-T6 (80) MAT'L: 6063-T6 (81) MAT'L: 6063-T6 (79) MAT'L: 6063-T6 (105) MAT'L: 6063-T6 O,C 4.125" 1.304" TOP/BOTTOM BOTTOM RAIL (69) MAT'L: 6063-T6 HEAVY DUTY STILE (61) MAT'L: 6063-T6 I 6.198" 0.081" J 2 -TRACK HEAD W/ SCREEN (2) MAT'L: 6063-T6 HEAVY DUTY ASTRAGAL (68) MAT'L: 6063-T6 0.062" 2 -TRACK HEAD (1) MAT'L: 6063-T6 1.654" -RACK 0.232" 1.4167" 1 0.062" -i I 15" FLUSH FLAT SILL RISER (18) MAT'L: 6063-T6 1.872" 5� 0.062" --► 1.019" SCREEN STILET (40) MAT'L: 6063-T6 2 -TRACK SILL (7) MAT'L: 6063-T6 0.062" 1.162" 1.888 15" 1 11 7�1.739" INTERLOCK ADAPTER (62) MAT'L: 6063-T6 2 -TRACK JAMB SCREEN TRACK 15" (14)MAT'L: 6063-T6 (15) MAT'L: 6063-T6 V.VVV 2 -TRACK SILL W/ SCREEN TRACK (8) MAT'L: 6063-T6 0.83" 0.752" 0.709' in 0.709" 0.080 0.080" 1.045" 0.080" T 0 0.863 .550" � �I If 1"0.080" F�IA 1.254" 1 SILL TRACK 01)MAT'L: 6063-T6 FIXED PANEL FIXED PANEL 1.993" 0.062" RETAINER, 7/8" RETAINER, 9/16" 0.250" � - r-- 0.875" (123) MAT'L: 6063-T6 (106) MAT'L: 6063-16 REINFORCEMENT SCREEN TOP RAIL Imo- 0.750 (66) MAT'I : 6063-T6 (45) MAT'L: 6063-T6 1 993„ -►� h� 0.232" 55" 0.750" (PANEL LENGTH - 9") - 0.062" SCREEN BTM. RAIL 0.232" 0.062" 0.750" (46) MAT'L: 6063-T6 -►1 �--- 0.232' 0.062" 0.906" 3.955" 3.305" 3.205" 2.455" 2.555" 0.062" 1.567" 0.062" 1 0.062" 1 0.062" HIGH BOX SILL RISER MEDIUM BOX SILL RISER LOW BOX SILL RISER FLUSH BOX SILL RISER LOW FLAT SILL RISER MED. FLAT SILL RISER HIGH FLAT SILL RISER (24) MAT'L: 6063-T6 (23) MAT'L: 6063-T6 so By: Date: Revisions: JR 04/03117 G NO CHANGES THIS SHEET. 08/05/09 1 RJA (21) MAT'L: 6063-T6 (19) MAT'L: 6063-T6 (20) MAT'L: 6063-T6 (22) MAT'L: 6063-T6 (25) MAT L. 6063-T6 1070 TECHNOLOGY DRIVE Descriptio": N. VENICE, FL 34275 EXTRUSIONS (941) 480-1600 Title: CERT OFAUTH. #29296 SERIES 770 H.P. ALUMINUM SGD - SMI Series/Model Scale: Sheet Drawing No, Rev: SGD770 H.P. NTS 10 of 10 PGT0005 G PRODUCT RENEWED as complying with the Acceptance _ 2 � Acceptance Na Expiration Date ff 1 o vj By 101 -'ti I • wand Dade \��IVIIIIt/ /I _ No. 58705 ' v STATE OF 1. lop A. LYNN MILLER, P.E. P.E.# 58705