Loading...
HomeMy WebLinkAboutSGD 770MIAMIn MIAMIDADE COUN Deq 0461IW PRODUCT 1 11805 SW 26 Street, Room 1: 1 I I' 1 ECONOMIC 1Florida BOARD 1 CODE ADMINISTRATIONDIVISION :• 91F(786)3152590 NOTICE OF ACCEPTANCE i 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 "770HP" Aluminum Sliding Glass Doors w / Reinforcements APPROVAL DOCUMENT: Drawing No.PGT0004 Rev G, titled "Series 770 H.P. Aluminum SGD-LMI", sheets 1 through 10 of 10, prepared by manufacturer, dated 08/05/07 and last revised on 11/22/19, 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: Large Missile Impact Resistant Limitations: 1. See tables 1& lA 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 G4, G4A, G6 and G6A in sheet 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 # 17-0426.13 and consists of this page 1 and evidence pages E.1, E-2 & E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No. 194126.04 Expiration Date: March 24, 2025 Approval Date: January 09, 2020 Page 1 PGT Industries 1. A. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED Evidence submitted under previous approvals DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under files # 114018.16/09-0826.12). 2. Drawing No.PGT0004 Rev D, titled "Series 770 H.P. Aluminum SGD-LMI", 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. TESTS 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) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202-94 Along with marked -up drawings and installation diagram of Aluminum Sliding Glass Doors(Samples A4, A-2, 134, 13-2 and C-1), 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) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202-94 Along with marked -up drawings and installation diagram of Aluminum Sliding Glass Doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL-5998, FTL-6005 and FTL- 6012, dated 08/10/09, all signed and sealed by Julio Gonzales, P.E. (Submitted under files # 11- 1018.16/09-0826.12) Note: The test reports No. FTL 5998 has 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 ATI72138.0140148. C. CALCULATIONS 1. Anchor verification and comparative analysis dated O1/24/14 and last revised on 02/13/141 sheets 1 thru 45, prepared by PGT, signed and sealed by Lynn Miller, P. E. 2. Glazing complies with ASTME4300-02 &-04. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1 Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont De Nemours & CO., Inc. for "DuPont SentryGlas ® interlayer", expiring on 01/14/2017. 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. rr I 2. Letter of lab compliance, part of the above test reports Ishaq I. Chanda, P.E. Product Control Unit Supervisor NOA No. 19-1126.04 Expiration Date@ March 24, 2025 Approval Date: January 09, 2020 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED G. OTHER 1. This NOA revises # 114018.16, 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 (submitted under file#16-2609.06/#15-0106.07/#13-1009.07) 1. Drawing No. PGT0004, titled "Series 770 H.P. Aluminum SGD — L.M.I.", sheets 01 through 10 of 10, dated 08/05/07, prepared by manufacturer, revision "F" dated 05/05/16, signed and sealed by Anthony Lynn Miller, P. E. Be TESTS L 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 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. 3. 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 2411.3.201, and TAS 202-94 along with marked —up drawings and installation diagram of Aluminum Sliding Glass Doors (Samples A-1, A-2, B-1, B-2 and C-1), prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7468, dated 09/13/2013, signed and sealed by Martin D. Brinson, P. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5" Addition (2014), prepared by manufacturer, dated 03/05/15, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-04/ 09 D. QUALITY ASSURANCE t. Miami —Dade Department of Regulatory and Economic Resour s4(RER)) Ishaq I. Chanda, P.E. Product Control Unit Supervisor NOA No. 194126.04 Expiration Date: March 24, 2025 Approval Date: January 09, 2020 E=2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 144916.10 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 to and complying with FBC 5'h Edition (2014), issued by manufacturer, dated 12/31/14, signed and sealed by Anthony Lynn Miller, P. E 2. Test proposal No. 16-0152 dated 03/09/16 approved by RER. 3. Proposals No.'s 094177—A, dated 05/05/09, —B, dated 05/27/09 and —C, dated 05/27/09, all issued by the Product Control, signed by Ishaq Chanda, P. E. G. OTHERS 1. Notice of Acceptance No. 15-0106.08, issued to PGT Industries, Inc. for their Series "770-IIP Aluminum Sliding Glass Doors w / Reinforcements — L.M.I.", expiring on 03/24/20. 3. New Evidence submitted 1. Drawing No.PGT0004 Rev G, titled "Series 770 H.P. Aluminum SGD-LMI", sheets 1 through 10 of 10, prepared by manufacturer, dated 08/05/07 and last revised on 11/22/19, signed and sealed by Lynn Miller, P.E. C. CALCULATIONS (submitted under file #17-0420.13) 1. None D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers", expiring on 07/04/230 F. STATEMENTS 1. Statement letter of conformance to FBC 2017 (6t" 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 # 17-0420.13, expiring 03/24/ 2025. Ishaq I. Chanda, P.E. Product Control Unit Supervisor NOA No. 19-1126.04 Expiration Date: March 24, 2025 Approval Date: January 09, 2020 E-3 GENERAL NOTES: SERIES 770 H.P. LMI SLIDING GLASS DOOR WITH REINFORCEMENT 1) GLAZING TYPE OPTIONS: (GLASS RECIPES ARE FROM EXTERIOR TO INTERIOR) GLASS STRENGTHS: T = TEMPERED HS = HEAT STRENGTHED INTERLAYER TYPES: SG = .090" SENTRYGLAS CODES /STANDARDS USED: G4 — 7/16" LAMINATED: (2) LITES OF 3/16" HS WITH .090" SG INTERLAYER, G4A DO9/16" LAMINATED: (2) LITES OF 1/4" HS GLASS WITH .090" SG INTERLAYER. G6 DO 1" LAMINATED INSULATING GLASS: 3/16" T EXT. CAP + 3/8" AIR SPACE + 7/16" LAMINATED: (2) LITES OF 3/16" HS GLASS WITH .090" SG INTERLAYER. G6A — 1" LAMINATED INSULATING GLASS: 1/4" T EXT. CAP + 5/16" AIR SPACE + 7/16" LAMINATED: (2) LITES OF 3/16" HS GLASS WITH .090" SG INTERLAYER, 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, DESIGN PRESSURE RATING IMPACT RATING SEE TABLES 1 & 1A ON SHEET 4 RATED FOR LARGE & SMALL MISSILE IMPACT RESISTANCE 02017 FLORIDA BUILDING CODE (FBC), 6TH EDITION 02014 FLORIDA BUILDING CODE (FBC), 5TH EDITION oASTM E1300-09 oANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION oALUMINUM DESIGN MANUAL, ADM-2015 oAISI S100-12 oAISC 360-10 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 PER FBC REQUIREMENTS, AS APPLICABLE. 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 DO MAXIMUM 2 TRACKS BY 9 FT. (108") HIGH WITH MAXIMUM 4 FT, NOMINAL WIDE DOOR PANELS, 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 DO10.125" 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 04/03/17 G UPDATED TO FBC 2017, REV, TABLES 1 & A, JAMB OC. Drawn By: Date: Checked By: Date: SMC OS/05/07 RJA RJA Ike\e��Je� Anchor Anchor Type Frame Substrate Min. Edge Min. O.C. Embedment or Group Member Distance Distance Metal Thickness #12 18-8 SMS. Soue (SG = 0.55) 9/16" them Pin718" 1-3/8" FY=60 ksi, F =95 ksi 6063-T5 Aluminum 3/8" 9/16" 0.071" #12 410 SS SMS, All A36 Steel 3/8" 9/16" 0.050" " " A FY=90 ksi, F =110 ksi Gr. 33 Steel Stud 3/89/160.045" (18 Ga) All Concrete (min. 2.22 ksi) 1-1/2" 3" 1-3/8" 1X' Elco Aggre-Gator® Jamb Filled Block (ASTM C90) 2" 3" 2" Fy.=57 ksi, F =96 ksi Jamb Hollow Block (ASTM C90) 2" 3" 1-1/4" All Southern Pine (SG = 0.55) 1" 1" 1-3/8" Southern Pine (SG = 0.55) 9/16" 718" 1-3/8" B #12 Steel SMS (Gr. 5) All 6063-T5 Aluminum 3/8" 9/16" 0.071" A36 Steel 3/8" 9116" 0.050" Gr. 33 Steel Stud 3/8" 9/16" 0.045" (18 Ga) 1/4" Elco UitraConCill All Concrete (min. 2.85 ksi) 4" 1-3/8" C F,=155 ksi, F"=177 ksi Jamb Hollow Block (ASTM C90) 1" 6" 1-114" 1/4" Elco UltraConC All Concrete (min. 2.85 ksi) 2-1/2" 4" 1-3/8" FY=155 ksi, F =177 ksi Jamb Filled Block (ASTM C90) 2-1/2" 4" 1-3/4" Jamb Hollow Block (ASTM C90) 2-1/2" 6" 1-1/4" D Head / Sill Concrete (min. 3.35 ksi) 1" 4" 1-3/4" 1/4" 410 SS Elco CreteFlex® Jamb Concrete (min. 3.35 ksi) 1" 6" 1-3/4" F,=127.4 ksi, F"=189.7 ksi Jamb Hollow Block (ASTM C90) 2-1/2" 6" 1-1/4" All Southern Pine (SG = 0.55) 1" 1" 1-3/8" 1) WHERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGE FROM MORE THAN ONE OF THE ANCHOR GROUPS ABOVE, CHOOSE THE ANCHOR GROUP OF THE LOWEST LETTER FOR ALL TABLES IN THIS APPROVAL. 2) ALL ANCHOR HEAD TYPES ARE APPLICABLE. 3) FOR STEEL STUDS, MIN. FU = 45 KSI, MIN FY = 33 KSI. 4) FILLED BLOCK VALUES MAY ALSO BE USED IN HOLLOW BLOCK APPLICATIONS, DODD 5) ANCHORS MUST BE OF SUFFICIENT LENGTH SO THAT A MINIMUM OF 3 THREADS EXTEND BEYOND METAL SUBSTRATE. 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941) 480-1600 T. OF AUTH. #29296 Description: T,GENERAL NOTES AND MAP SERIES 770 H.P. ALUMINUM SGD - LMI Series/Motlel: Scale: Sheet: Drawing No. Rev.' >GD770 H.P. NTS 1 of 10 PGT0004 G SHEET GENERAL NOTES ............. 1 ELEVATIONS ......................2 GLAZING DETAILS,,"...DOE ..3 ANC H O RAG E......1..............4,,6 DESIGN PRESSURES,"....4 ELEVATIONS ..................... 7 CONFIGURATIONS........... 7 VERT. SECTIONS..............8 HORIZ. SECTIONS............ 8 PARTS LIST ....................... 9 EXTRUS IONS, I I I ft b 0 0 0 p 0 0 1 1 1 1 D 6 0 0 10 < No. 58705 Do STATE OF � %, F<ORIDPDODD ���� s, A. [> Nrl Mrolla 6.,\P.E, P.E.# 58705 Ike\e��Je� Anchor Anchor Type Frame Substrate Min. Edge Min. O.C. Embedment or Group Member Distance Distance Metal Thickness #12 18-8 SMS. Soue (SG = 0.55) 9/16" them Pin718" 1-3/8" FY=60 ksi, F =95 ksi 6063-T5 Aluminum 3/8" 9/16" 0.071" #12 410 SS SMS, All A36 Steel 3/8" 9/16" 0.050" " " A FY=90 ksi, F =110 ksi Gr. 33 Steel Stud 3/89/160.045" (18 Ga) All Concrete (min. 2.22 ksi) 1-1/2" 3" 1-3/8" 1X' Elco Aggre-Gator® Jamb Filled Block (ASTM C90) 2" 3" 2" Fy.=57 ksi, F =96 ksi Jamb Hollow Block (ASTM C90) 2" 3" 1-1/4" All Southern Pine (SG = 0.55) 1" 1" 1-3/8" Southern Pine (SG = 0.55) 9/16" 718" 1-3/8" B #12 Steel SMS (Gr. 5) All 6063-T5 Aluminum 3/8" 9/16" 0.071" A36 Steel 3/8" 9116" 0.050" Gr. 33 Steel Stud 3/8" 9/16" 0.045" (18 Ga) 1/4" Elco UitraConCill All Concrete (min. 2.85 ksi) 4" 1-3/8" C F,=155 ksi, F"=177 ksi Jamb Hollow Block (ASTM C90) 1" 6" 1-114" 1/4" Elco UltraConC All Concrete (min. 2.85 ksi) 2-1/2" 4" 1-3/8" FY=155 ksi, F =177 ksi Jamb Filled Block (ASTM C90) 2-1/2" 4" 1-3/4" Jamb Hollow Block (ASTM C90) 2-1/2" 6" 1-1/4" D Head / Sill Concrete (min. 3.35 ksi) 1" 4" 1-3/4" 1/4" 410 SS Elco CreteFlex® Jamb Concrete (min. 3.35 ksi) 1" 6" 1-3/4" F,=127.4 ksi, F"=189.7 ksi Jamb Hollow Block (ASTM C90) 2-1/2" 6" 1-1/4" All Southern Pine (SG = 0.55) 1" 1" 1-3/8" 1) WHERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGE FROM MORE THAN ONE OF THE ANCHOR GROUPS ABOVE, CHOOSE THE ANCHOR GROUP OF THE LOWEST LETTER FOR ALL TABLES IN THIS APPROVAL. 2) ALL ANCHOR HEAD TYPES ARE APPLICABLE. 3) FOR STEEL STUDS, MIN. FU = 45 KSI, MIN FY = 33 KSI. 4) FILLED BLOCK VALUES MAY ALSO BE USED IN HOLLOW BLOCK APPLICATIONS, DODD 5) ANCHORS MUST BE OF SUFFICIENT LENGTH SO THAT A MINIMUM OF 3 THREADS EXTEND BEYOND METAL SUBSTRATE. 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941) 480-1600 T. OF AUTH. #29296 Description: T,GENERAL NOTES AND MAP SERIES 770 H.P. ALUMINUM SGD - LMI Series/Motlel: Scale: Sheet: Drawing No. Rev.' >GD770 H.P. NTS 1 of 10 PGT0004 G SHEET GENERAL NOTES ............. 1 ELEVATIONS ......................2 GLAZING DETAILS,,"...DOE ..3 ANC H O RAG E......1..............4,,6 DESIGN PRESSURES,"....4 ELEVATIONS ..................... 7 CONFIGURATIONS........... 7 VERT. SECTIONS..............8 HORIZ. SECTIONS............ 8 PARTS LIST ....................... 9 EXTRUS IONS, I I I ft b 0 0 0 p 0 0 1 1 1 1 D 6 0 0 10 < No. 58705 Do STATE OF � %, F<ORIDPDODD ���� s, A. [> Nrl Mrolla 6.,\P.E, P.E.# 58705 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, DODD 5) ANCHORS MUST BE OF SUFFICIENT LENGTH SO THAT A MINIMUM OF 3 THREADS EXTEND BEYOND METAL SUBSTRATE. 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941) 480-1600 T. OF AUTH. #29296 Description: T,GENERAL NOTES AND MAP SERIES 770 H.P. ALUMINUM SGD - LMI Series/Motlel: Scale: Sheet: Drawing No. Rev.' >GD770 H.P. NTS 1 of 10 PGT0004 G SHEET GENERAL NOTES ............. 1 ELEVATIONS ......................2 GLAZING DETAILS,,"...DOE ..3 ANC H O RAG E......1..............4,,6 DESIGN PRESSURES,"....4 ELEVATIONS ..................... 7 CONFIGURATIONS........... 7 VERT. SECTIONS..............8 HORIZ. SECTIONS............ 8 PARTS LIST ....................... 9 EXTRUS IONS, I I I ft b 0 0 0 p 0 0 1 1 1 1 D 6 0 0 10 < No. 58705 Do STATE OF � %, F<ORIDPDODD ���� s, A. [> Nrl Mrolla 6.,\P.E, P.E.# 58705 MAX. DOOR UNIT HEIGHT 108If M� DC ur HEI 1( MAX. UNIT WIDTH 96" MAX. UNIT APPROVED CONFIGURATIONS 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941) 480-1600 CERT. OF AUTH. #29296 JR 04/03/17 G NO CHANGES THIS SHEET. wn By Date: Checked By: Dale: SMC OS/05/09 RJA Description.' ELEVATIONS 7ille: SERIES 770 HOP Series/Model Scale: SGD770 H.P. NTS PRQDfJC'f RENEWi;D Ls cpmplymg witlh ti9e i~latli Buidiug Gale r G Aceeptaece Noj1"% Exnirntion Date LS �'LICENSE • !�` % �-ON"O to. Fes. No.58705 MOO �ois I�•�w�= ATE Or GOO ALUMINUM SGD - LMI 'S'ONAL �N`',\\ >heet Drawing No. Rev: A. LYN4 UEK P.E. 2 10 PGT0004 G P.E.# 58705 3/16" HS GLASS .090 SG 3/16" HS GLASS 74 7/16" NICK 82 ► F rG OM. SS0 E EXTERIOR 54 7/16" LAMINATED GLASS TYPES G4 1/4" HS GLASS .090" SG — 1/4" HS GLASS 9/16" NOM. m EXTERIOR r[! 3/4" NOM. GLASS BITE 54 9/16" LAMINATED GLASS TYPES G4A 3/16" HS GLASS .090 SG 3/16" HS GLASS - 3/8" AIR SPACE —� 3/16" T GLASS 1" NOM. E:�C3 79 C VTCDIl1D SILICONE STRUCTURAL 74 POLYISOBUTYLENE 1/4" NOM. WITH DESICCANT EXT. GLASS 56 KODISPACE 4SG TPS 3/4" NOM. GLASS BITE 1" LAMINATED INSULATING 55 GLASS TYPES G6 3/16" HS GLASS .090 SG 3/16" HS GLASS 5/16" AIR SPACE 74 T GLASS 1" NOM. 79 CYTCDI(lD 3/4" NOM. GLASS BITE 1" LAMINATED INSULATING GLASS TYPES G6A Part # Description Material 56 Kommerling 4SG TPS Spacer System 57 Quanex Super Spacer nXT with Hot Melt Butyl See this Sheet for Materials 58 Quanex Duraseal Spacer 59 Cardinal XL Edge Spacer REFERENCE I E5 I KEF'UK 15: F I L-tS/'I /, tSybtS ik tSy/U GLAZING NOTES: "HS" =HEAT STRENGTHENED "T" =TEMPERED "SG" = .090" SENTRYGLAe BY KURARAY AMERICA, INC. an JR 04/03/17 G Checked SMC 08/05/09 RJA By: Date: NO CHANGES THIS SHEET. Dale: 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941) 480-1600 T. OF AUTH. #29296 STRUCTURAL SILICONE FOAM WITH DESICCANT EXT. GLASS INT. GLASS HOT -MELT BUTYL 3/16" NOM. SUPER 57 SPACER®NXTTM INT. GLASS ALUMINUM REINFORCEMENT 5/16" NOM BUTYL & DESICCANT EXT. FOAM DURASEAL® LASS SPACER INT. GLASS POLYISO- DESICCANT FILL AREA BUTYLENE 5/16" NOM. SEAL SILICONE SEAL ROLL -FORMED STAINLESS STEEL, XL EDGETM EXT. GLASSY 59 SPACER INT. GLASS Description: GLAZING DETAILS Tille: Series/Mod SERIES 770 H.P. ALUMINUM SGD - LMI el: Scale.' Sheet: Drawinc No. SGD770 H.P. NTS 3 of 10 PGT0004 °.� _ No. 58705 sl1'AT 1 /4�; i A`o i �s �tfORID.•' JONAL Rev: A.QYN4N mIllLLl , P.E. G P.E.# 58705 TABLE 1A: API G 1• Design Pressure (DP) and Anchor Quantities Required (For all approved Configurations, Sheet 2 and Glass Types, Sheet 3) Door Unit Height Reinforced Interlocks 80" 84" 90" 98" 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 B C D A B C D A B C D A B C D A B C D A B C D Design Pressure +90/-130 +901130 +901130 +901130 +901130 +901130 IV 24" 7 DLO 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 Jamb 10 8 8 8 10 8 8 8 10 10 10 10 12 10 10 10 12 10 10 10 14 10 10 10 Design Pressure +901130 +901130 +901130 +901130 +901130 +901130 It 30 23 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 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 12 10 10 a Design Pressure +90/-130 +90/-130 +901130 +901130 +901130 +901130 36 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 � DLO a Jamb 12 10 8 8 14 12 8 8 14 12 10 10 16 14 10 10 18 14 10 10 18 14 12 10 Design Pressure +90%130 +90%130 +901-130 +901-130 +901-130 +901121.4 0 42 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 DLO Jamb 14 12 8 8 16 12 10 8 16 14 10 10 18 14 12 10 20 16 12 10 20 16 12 10 Design Pressure +901130 +901-130 +901-130 +901-130 +901-118.5 +901110 [I4111 Head/Sill 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+FC7+2Jamb D 16 12 10 8 16 14 10 8 18 14 12 10 20 16 12 10 20 16 12 10 20 16 12 NOTE: JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. O —EXAMPLE ON SHEET 5 HEAVY DUTY ASTRAGAL HEAVY DUTY STILES 1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 4" SILL. 2. WHEN USING THE 2 1/2" 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, Sill Height to Max. (+) DP (Water Infiltration Rating) Sill Riser Height (+) Design Pressure, psf Flush - 1-1/2" see note 3 Low - 2-1/2" + 46.67 Medium - 3-1/4" + 60.0 High .4 " + 90.0 SEE NOTES 1-3 1 OH LENGTH �r OH LENGTH = OH RATIO OH OH HEIGHT HEIGHT LO EQUAL TO 1 o OR GREATER SEE NOTE 3 bb � D.L.O. WIDTH = NOM. PANEL WIDTH - 7" D.L.O. HEIGHT =DOOR UNIT HEIGHT - 10.125" ��`�,.; LYili�� .,�� 61 PANEL HEIGHT = DOOR UNIT HEIGHT - 1.866" .` ��°. •' ��f �i� \'1GENFs ALL INTERLOCKS TO BE REINFORCED Flo. 58705 WITH THE #66 HEAVY-DUTY REINFORCEMENT — HEAVY-DUTY STILES . IS ATE Description: i f T F 1070 TECHNOLOGY DRIVE v N. VENICE, FL 34275 DP AND ANCHORAGE CHART ���; °.e 40RIDA..' (941) 4804600 roe: is sd By: Date. Revisions: CERT. OF AUTH.#29296 SERIES 770 H.P. ALUMINUM SGD - LMI � �NA�.. � JR 04103117 G REVISED TABLE 1. 8erieslModel sate sheet, Drawing Rev No. O I I 1 I L E\ A. LYNN �hlr LER, P.E. wn By: Date: Checked By: Date: O MC 8151 ?nSGD770 H.P. NTS 4 of 10 PGT0004 G P.E.#58705 S09 EXAMPLE OXX ANCHORAGE PLAN: (3) PANEL, 48" x 108" DOOR FROM TABLE ON SHEET 4, ANCHOR TYPES C IN CONCRETE SUBSTRATE +2 C7 +2 C7 +2 x x ,X. "ANCHORS PER PANEL" ARE THOSE AT THE HEAD AND SILL BETWEEN CLUSTERS OR THOSE BETWEEN A CLUSTER AND A FRAME JAMB. 48" NOM. PANEL WIDTH — MAX. O.C. ANCHORS PER " x x x x 108JAMB (SEE MAX SHEET 6 FOR x xx CLUSTER x O.C. SPACING) 3-1/2" MAX. 2.04" 8" MAX. x )ialEtODiiCt I�W� x x = complying " Me ti x x Braiding Code ([ x x x x x x x 6' MAX. Acceptance NS.�// x x x x x x x xlx x x Expiration Date,, 24" MAX. O.C. C.L. ASTRAGAL By �� . r � A #j j L 8" MAX., TYP. Mig Da& rW§d Cara W INTERLOCK 145-5/16" MAX. ANCHORAGE REQUIREMENTS NOTES: LOCATED BELOW CENTEP. OF PANEL 1. APPROVED ANCHOR TYPES: SEE TABLE A, SHEET 1. 2. ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLE 1 ON SHEET 4: INTERIOR EXTERIOR 8" MAX. 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 TABLE ON SHEET 4. sd 6y: Date: Revisions: JR 04/03/17 G OS/05/09 I RJA NO CHANGES THIS SHEET. Date: 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941) 480-1600 CERT OFAUTH. #29296 Description: ANCHORAGE SPACING &EXAMPLE PLANS Series/Mode riSERIES 770 H.P. ALUMINUM SGD ME,LMI l Scale: Sheet: Drawing No. SGD770 H.P. NTS 5 of 10 PGT0004 t�'` " 4tGEN,gr i 4. FEE - No, b8705 Aw so fr"/,rON y�, FM `\ L�' Rev: A. w Mw0bRt%, P.E. G 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 TYPE, EDGE DIST., SEE ANCHOR NOTE �JSEE TABLE 3, SHEET 1 SHEET 1 j EXT. 1/4" MAX. INT. ASTRAGAL OR INTERLOCK 7" CENTERLINE 3.5" 3.5" 4.051 " 3.5" 3.5" 2.04" 4.051" 2-TRACK, ASTRAGAL /INTERLOCK EMBED., SEE 5 ANCHOR CLUSTER - C5 TABLE A, SHEET 1 EMBED., SEE TABLE A, SHEET I SHIM I 1/4" MAX. SHIM --owl WOOD ANCHOR TYPE, SEE 1x WOOD ANCHOR NOTE 2, SHEET 1 BUCK TYPE, OF DETAIL A, 2-TRACK W/ SCREEN FRAME HEAD SEE ANCHOR WOOD INSTALLATION NOTE 3, SHEET 1 EDGE DIST., SEE TABLE A SHEET 1 EXT. 1/4" L CONCRETE ANCHOR TYPE, SEEANCHOR 2-1/16" NOTE 1, SHEET 1 EMBED., SEE EXT. TABLE A, SHEET 1 1 EDGE DIST., SEE TABLE A SHEET 1 ,. 2-1/16" �-CONCRETE DETAIL D, 2-TRACK FRAME JAMB CONCRETE INSTALLATION lXWO MAX.SEE SHIM ANCHOR NOTE 3, SHEET 1 WOOD ANCHOR TYPE, SEE ANCHOR NOTE 2, SHEET 1 EXTERIOR INTERIOR DETAIL B, 2-TRACK FRAME HEAD (ALL VERT. SECTIONS) WOOD INSTALLATION EMBED., SEE TABLE A SHEET 1 MAX. (SEE ANCHOR NOTE 5, SHEET 1) EXT. DETAIL C, 2-TRACK FRAME SILL WOOD INSTALLATION J�04/03/17 G wn By: Dale: Checke SMC OS/05/09 RJA 6 ANCHOR CLUSTER - C6 INT. 4.051" 7" ASTRAGAL OR INTERLOCK CENTERLINE 1.75" 2- TRACK, ASTRAGAL /INTERLOCK 8 ANCHOR CLUSTEF INT, ASTRAGAL OR INTERLOCK CENTERLINE 7" 3.5" o- ! 2.04" 0 0� 4.051" 1 -- 2-TRACK, ASTRAGAL /INTERLOCK 7 ANCHOR CLUSTER amC7 EDGE DIST., SEE TABLE A ~I SHEET 1 �12-1/16" BUCK TYP., - SEE ANCHOR EXT. NOTE 3, SHEET 1 1 /4" MAX. SHIM WOOD ANCHOR TYPE, SEE EDGE DIST., ANCHOR NOTE 2, SHEET 1 1/4" MAX. SHIM SEE TABLE A .cTF► SHEET 1 _ 2x WOOD BUCK TYPE, SEE ANCHOR NOTE 3, SHEET - EMBED., SEE 2-1/16" TABLE A, SHEET 1 2-1/16" (SEE ANCHOR GROUT AS REO. WOOD ANCHOR i NOTE 5, SHEET 1) CONCRETE TYPE, SEE ANCHOR EXT, NOTE 2, SHEET 1 _ 2x WOOD BUCK TYPE, SEE = e EMBED., SEE EXT, ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 DETAIL E, 2-TRACK FRAME JAMB CONCRETE ANCHOR TYPE, � EDGE DIST. WOOD INSTALLATION SEE ANCHOR NOTE 1, SHEET 1 SEE TABLE DETAIL G, 2-TRACK FRAME SILL A, SHEET 1 CONCRETE INSTALLATION 1070 TECHNOLOGY DRIVE Description: N. ENI E, FL 00 75 ANCHORAGE, EXAMPLE CLUSTERS Tille CERT. OFALITH. #29296 SERIES 770 H.P. ALUMINUM SGD - LMI Series/Model: Scale: Sheet, Drawing No. SGD770 H.P. NTS 6 of 10 PGT0004 5. 06" TYPICAL 6" MIN, DIAG, O.C. JAMB ANCHOR PAIR FOR DETAILS "D" & "Ell, SEE ELEVATION FOR O.C. SPACING, SHEET 5 NCRETE EDGE DIST., SEE TABLE A SHEET 1 CHANGED JAMB OC TO 6". L-CONCRETE ANCHOR SEE ANCHOR NOTE 1, SHEET 1 DETAIL F, 2-TRACK FRAME HEAD CONCRETE INSTALLATION Rev: G I I ; mr mo y,F I I � �y r 55 Miami <ao No. 58705 '= O•c� . STATE 01= C�`s •f'LORIDP •• i i 4wMILL0 'El P.E.# 58705 PANELLETTER K SINGLE INTERLOCK 9131 LOCKSTILE AINTERLOCK SINGLE LOCKSTILE D LOCKSTILE SINGLE INTERLOCK JAMB DETAIL W OR 'L', NOTE: SHT. 8 & ANCHOR 1. MAXIMUM NOMINAL DETAILS 'D' &'E', SHT. 6 INTERLOCK DETAIL IS PANEL WIDTH FOR ALL SHT. 8 PANEL CONFIGURATIONS EQUALS 48" ASTRAGAL DETAIL'M', SHT, 8 HEADER DETAIL''', SHT. 8 EXTERIOR & ANCHOR DETAILS 'A', 'B' —7 191 1/2" MAX. UNIT WIDTH M LOCKSTILE SINGLE INTERLOCK 41 MAX. NOMINAL D.L.O. PANEL L SINGLE AS OUT AL WIDTH WIDTH (sOXOUT) INTERLOCK LR ASTRAGAL SINGLE PANEL rNE PANEL PANEL OUT INTERLOCK TYPE TYPE TYPE (sOxOUT) 'R' 'D' 'P' NASTRAGAL SINGLE IN INTERLOCK (sox our) CSINGLE ASTRAGAL INTERLOCK IN SEE (BOX IN) REINF. NOTE REINF. P SINGLE FIXED 3 INTERLOCK LOCKSTILE R FIXED SINGLE LOCKSTILE INTERLOCK TASTRAGAL (eOXOUT) OUT T ASTRAGAL IN (BOX IN) S FIXED (sOXOUT) LOCKSTILE S FIXED LOCKSTILE (BOX IN) NOTE: REINFORCEMENT (ITEM #66) REQUIRED AT ALL INTERLOCKS. 4 INTERIOR (ALL PANEL TYPES) 5 EXTERIOR D.L.O. WIDTH = NOM. PANEL WIDTH - 7" D.L.O. HEIGHT =DOOR UNIT HEIGHT - 10.125" PANEL HEIGHT =DOOR UNIT HEIGHT - 1.866" JR 04/03/17 G wn By.' Dale: Checked SMC OS/05/09 RJA NO CHANGES THIS SHEET. Date: FIXED L SEE FRAME & � LOCKSTILE PANEL CORNER CONSTRUCTION FIXED DETAILS BELOW LOC (STILE ASTRAGAL OUT ASTRAGAL IN OXXO (2 TRACK) X 1.50' PH SMS PANEL CORNER &'F', SHT. 6 108" 97 7/8" MAX. D L O.DOOR UNIT HT. HT. TYP. TYP. SILL DETAIL'H', ANCHOR DETAILS 'C' & 'G', SHT. 6 SILICONE HERS FRAME CORNER pDiQDt1iT DtENEWEi) as complying with the !•Dotrl�o• $pidiag Code � / j26 •D I psctptaace Na Expirnt/ion Date 2 DETAIL DETAIL NOTES: � i I 1111 I 1, SEE THIS SHEET FOR INDIVIDUAL PANEL CONFIGURATIONS. MAX. NOMINAL \\���j`( LYr11/Ur� r// PANEL WIDTH = 48". SEE SHT, 8 FOR SECTION DETAILS AND SHTS, 4-6 FOR �� OGENSF' ���� ANCHORAGE DETAILS. ; 2. MAX. DLO WIDTH = 41"; MAX. DLO HEIGHT = 97 7/8", MAX PANEL HEIGHT = 106 1/8". _ No. 58705 3. (1) LOCK (ITEMS 75 & 107-110) AT EACH LOCKSTILE, LOCKING INTO KEEPER = (ITEM 103) AT FRAME JAMB OR ASTRAGAL. '•• CA tSATE Description: O� •. OT ' /9 1070 TECHNOLOGY DRIVE i . N. VENICE, FL 34275 PANEL TYPES / EXAMPLE ELEVATIONS :,��� •.�toR,Ba.. G���� CERT90FAUTH.#29296?n@F SERIES 770 H.P. ALUMINUM SGD - LMI �i�1OrNAL ���'�� Series/Model Scale: Sheet. Drawing No. Rev: A. LY'JN NfIL'L'E' ,P.E. SGD770 H.P. NTS 7 of 10 PGT0004 G P.E.# 58705 PART ILLUSTRATIONS 62 111 63 61 66 14 (SEE SHEET 6 FOR FOR INSTALLATION DETAILS) 65 5 61 FULL LENGTH 61 66 14 106 OF JAMB 14 61 75 113 1 #8 X 1-1/4" 123 FULL LENGTH #10 X 3/4" OF JAMB SMS, X 2 SMS, X 3 Z 105 611' ALL REINFORCED INTERLOCK 113 MIDSPAN 103 113 DETAIL'J' @ 80 S MID6 j DETAIL'L' 113 53 -- 61 15 NDARD CLIP OPTIONAL CLIP ETAINER #106W/ RETAINER #123 112 s8 ffu DETAIL'K' (FIXED PANEL) 52 40 ASTRAGAL iiL: 53 51 4 INTERIOR DETAIL'M' 52 51 (ALL HORIZ. SECTIONS) 53 wj n EXTERIOR a EXTERIOR INTERIOR DETAIL'N' SCREEN DETAIL'O' SCREEN AT HEAD AT SILL (ALL VERT. SECTIONS) - DETAIL 'P' SCREEN (2-TRACK SHOWN) (2-TRACK SHOWN) AT JAMB (2-TRACK SHOWN) SILL RISERS OPTIONS REAiEWM 24 pRQDUGT (SEE D.P. LIMIT TABLE 1A, SHEET 4 23 9,C'mPj*4 Wftht6tFurw SEE SHEET 6 FOR FOR INSTALLATION DETAILS) 21 f 10 Accep ance Acceptance 1Va ��•� g#pirationDate 19 4,055" 113 5 lYEiami ease 3.305" EXT. EXT. 2,555" EXT. EXT, 69 1,567" D-L= - 1 IF, 5== j71 EXT. f FLUSH BOX SILL RISER LOW BOX SILL RISER MEDIUM BOX SILL RISER HIGH BOX SILL RISER F 97 7/8" (NOT VALID FOR WATER (2-1/2") (3-1/4") (411) MAX. 108" MAX. DETAIL T INFILTRATION RESISTANCE) 25 DOOR UNIT DLO HEIGHT 22 TY+P, 20 1 69 18 4.055" EXT, 72 OR 73 EXT, EXT. EXT. 3.305" EXT. 71 2 555„ 7 1,567" 11 QNY LY,%/N�''lop f113 \�`�. �1GENSF'Wz i FLUSH FLAT SILL RISER LOW FLAT SILL RISER MEDIUM FLAT SILL RISER HIGH FLAT SILL RISER 5 N° 58705 (NOT VALID FOR WATER (2-1/2") (3-1/4") (4 INFILTRATION RESISTANCE) DETAIL'H'_- 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 Description: VERTICAL &HORIZONTAL SECTION DETAILS '0 '• TE Q (C1�'•.!'(0R0P,.•=�G!\\ (941) 480-1600 Revsd By: Date: Revisions: CERT. OF ALITH. #29296 SERIES 770 H.P. ALUMINUM SGD - LMI �i�/ONAL JR 04103117 G NO CHANGES THIS SHEET. SedeslModer Scaie: sheet: Drawing No. Rey: A. LYNN MILL' E�R,P.E. Drawn By: Date: Checked By: Date: SMC 0810510 SGD770 H.P. NTS 8 of 10 PGT0004 G P.E.# 58705 Item DWGT# PGT # Description Item DWGT# PGT # Description 9 9 1 17306 617306 2-TRACK HEAD 68 17339 617339 HEAVY DUTY ASTRAGAL 2 17303 617303 2-TRACK HEAD WITH SCREEN RAIL 69 17324 617324 TOP & BOTTOM RAIL 5 17314 617314 FRAME SCREW COVER 70 17350 417350 WEATHERSTRIP EXTENSION (INJECTION MOLDED) 6 17317 617317 FRAME HEAD/JAMB ADD -ON 71 1695 71695 1-1/2" X 1" X 3/4" HIGH FIN SEAL DUST PLUGS 7 17304 617304 210TRACK SILL 72 8153 78153X TANDEM ST. STL. ROLLER ASSY. 8 1 17301 617301 2-TRACK SILL WITH SCREEN RAIL 73 8153 78153N TANDEM NYLON ROLLER ASSY. 11 17313 617313 FRAME SILL TRACK INSERT 74 SILICONE DOW-899, DOW-995 OR GE-7700 14 17305 617305 2-TRACK JAMB 75 8185 78185X GEMINI MORTICE 3-PLY DUAL LOCK W/LONG TRIM PLATE 15 17302 617302 2-TRACK JAMB WITH SCREEN RAIL 76 71032X1FPFX #10-32 X 1" FL. S.S. SCREW W/ TYPE "F" TIP 18 17322 617322 SILL RISER 77 7103239 10-32 STEEL ZNC U-NUT 19 17319 617319 SILL RISER - HOLLOW 79 17330 617357 1" IG BEAD 20 17321 617321 SILL RISER - LOW FLAT 80 17359 617359 7/16" BEAD / FIXED PANEL CLIP 21 17318 617318 SILL RISER - LOW HOLLOW 81 17360 617360 9/16" BEAD 22 17355 617355 SILL RISER - MED FLAT 82 1224 6TP247K VINYL BULB WEATHERSTRIP 23 17354 617354 SILL RISER - MED HOLLOW 83 61745 1745 LOWE INC, 1/2" X 1/16" SGL. SIDE ADH. TAPE, POLYETH. 24 17320 617320 SILL RISER - HIGH HOLLOW 100 8052 48052 ROLLER ADJ. HOLE PLUG 25 17323 617323 SILL RISER - HIGH FLAT 101 72087 JAMB BUMPER ITEMS 401,­53 ARE SCREEN PARTS: 102 1696 71696 DUST PLUG 40 4319 612258 SCREEN SIDE RAIL - LOCKSTILE 103 8186 78186X 1" KEEPER 41 7LOCKWGSK SCREEN LOCKSET 104 653 7SDKEEP SCREEN LOCK KEEPER 42 41818 SCREEN KEEPER SPACER SET 105 17344 617344 FIXED PANEL CLIP - 6" LONG 43 8152 68152 SCREEN INTERLOCK ADAPTER 106 17345 617345 EXTERIOR FIXED PANEL RETAINER - 9/16" 44 4428 64428 SCREEN DOUBLE INTERLOCK 107 1739 71739 HANDLE KIT- INTERIOR RAISED WITH THUMB TURN NWDt"RENBWED 45 4317 612256 SCREEN TOP RAIL 108 1740 71740 HANDLE KIT- RAISED EXTERIOR HANDLE aatmBalding CodegCodbiag 0 e 46 4318 612257 SCREEN BOTTOM RAIL 109 1731 78162SN HANDLE KIT- RECESSED INTERIOR WITH THUMB TURN Acapbumt NO / 47 668 7SRAZ STANDARD ROLLER 110 1732 78178 HANDLE KIT - RECESSED EXTERIOR PULL Expiration Date�ZY4i 00 0 48 668 7SRAX STANDARD ROLLER - ST. STL. 111 71OX34PPSDAX #10 X 3/4" PH. PN. TEK - S.S. BY ,r. . 4 �� 49 4344 64344 SCREEN ASTRAGAL 112 1235 67S16 WSTP, .270" X.170" - FIN SEAL M;artiDade 50 17349 617349 OXO SCREEN ASTRAGAL ADAPTER 113 1712 64066 .187" X.230" FINSEAL 51 1 1692 61692 SCREEN SPLINE - .165" 114 71OX115PPX #10 X 1-1/2" 52 1694 61694 SCREEN SPLINE - .150" 115 710XPPT #10 X 1" 53 61816C20 SCREEN CLOTH 116 720X1X #14-20 X 1" S.S. 54 1725 1?2" X4" X 1/16" SETTING BLOCK 117 720X112X #14-20 X 1-1/2 S.S. 55 1726 1" X 4" X 1/16" SETTING BLOCK 123 17352 617352 FIXED PANEL RETAINER, 7/8" 61 17326 617326 PANEL STILE (HEAVY DUTY) 62 1 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 66 17346 617346 INTERLOCK ALUM REINF. (PANEL - 9") MENOMONIE NOTES: 1 ALL ALUMINUM = 6063-T6 � 2) ITEMS # 35 49 9-10, 121 131161 17126-39, 60,672 78, 84=99 & 118=122 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. `��� ©� �CFNs,F /•%!a 2'. . 0 e No, 58705 ' -0tT 4 %�,1070 TECHNOLOGY DRIVE Description , i(,!�!�F< �CQ \ N. VENICE, FL 34275 PARTS LIST ij�`:l `�U� ' C�� �� (941) 480-1600 Tine: !!l1�r�E6 RevsdBy: Date: Revisions: CERT. OFAUTH.##29296 SERIES 770 H.P. ALUMINUM SGD - LMI JR 04103117 G NO CHANGES THIS SHEET. Drawn By: Date: Checked By: Date: 715 Series/Modetr Scale: sheet. Drawing No. Rev: A. LYNN MILLER, P.E. SMC ate: 09 RJA SGD770 H.P. NITS 9 °t �0 PGT0004 G P.E.# 58705 0.718" >5" J 0.062" 0.062' 0,264" INTERLOCK SCREW COVER FRAME SCREW COVER (65) MAT'L:6063-T6 (5) MAT'L:6063-T6 1062" )4" TOP/BOTTOM BOTTOM RAIL (69) MAT'L: 6063-T6 HEAVY DUTY STILE (61) MAT'L: 6063-T6 1.050" r tttttt 0,062" FIXED PANEL CLIP/ f GLAZING BEAD (7/1611) (80) MAT'L: 6063-T6 6,198" 0,081" J 2-TRACK HEAD W/ SCREEN TRACK (2) MAT'L: 6063-76 ~j 0,232" 1.050" ttttttt 0,062 If f 0.534" GLAZING BEAD (9/16") (81) MAT'L: 6063-T6 HEAVY DUTY ASTRAGAL (68) MAT'L: 6063-76 11 "0.080" 1 A67" 0.062" a.aI 1 tf 15, FLUSH FLAT SILL RISER 08) MAT'L: 6063-T6 1.872" 0.062" 1.019" 1.654" SCREEN STILEI 1E (40) MAT'L: 6063-T6 2,,TRACK HEAD 0.250" J (1) MAT'L: 6063-T6 REINFORCEMENT 1750" (66) MAT'L" 6063-T6 55" 1.254" 0.750" (PANEL LENGTH - 9") 0.062" 0.750" 0.062" 3,305 HIGH BOX SILL RISER (24) MAT'L: 6063-T6 sd By: Date: Revisions: JR 04103117 G wn By: Date: Checked B SMC 08/05/09 RJA 1.� 1.050" i F 0,290" 1.003" 0,757" 10.045 J 0.050" J GLAZING BEAD (1" I.G.) FIXED PANEL CLIP (79)MAT'L:6063-76 (105)MAT'L:6063-T6 2-TRACK SILL (7) MAT'L: 6063-T6 0.062" 1.162" )5" 0.( f 1.888 I� 1.739" - d INTERLOCK ADAPTER (62) MAT'L: 6063-T6 V.VVV 2-TRACK SILL W/ SCREEN TRACK (8) MAT'L: 6063-T6 ' 0.81�--+ � I 0,752" 0.080" 1,045" 0.080" J 1 SILL TRACK (11) MAT'L: 6063-76 0,062" SCREEN TOP RAIL 1 (45) MAT'L: 6063-T6 1.993" 2,555" 0.062" I� 0,875" 0.062" SCREEN BTM. RAIL (46) MAT'L: 6063-T6 0.906" n t I I 1.567" 0.232" i5" 0,709" 0,080" � 0.863 FIXED PANEL Kt I AINtK, 1/0 (123) MAT'L: 6063-T6 0.232" )5" 15„ 2-TRACK JAMB (14) MAT'L: 6063-T6 fImo- ,550" FIXED PANEL RETAINER, 9/16" (106) MAT'L: 6063-T6 0,232" 1955" Lr-nn�nti tnn or�v cat tc��o� '--z1-1- 0.062 -illy- 0.062" �Ilf 0.062" �IIf OW BOX SILL RISER FLUSH BOX SILL RISER LOW FLAT SILL RISER MED. FLAT SILL RISER HIGH FLAT SILL RISER (23) MAT'L: 6063-T6 NO CHANGES THIS SHEET. (21) MAT'L: 6063-76 09) MAT'L: 6063-T6 (20) MAT'L: 6063-76 (22) MAT'L: 6063-76 (25) MAT'L: 6063-T6 1070 TECHNOLOGY DRIVE Description: N. VENICE, FL 34275 EXTRUSIONS (941) 480-1600 Title: CERT OFAUTH. #29296 SERIES 770 H.P. ALUMINUM SGD - LMI Series/Model: Scale. Sheet. Drawing No. Rev: SGD770 H.P. NTS 10 or 10 PGT0004 G Qi 1.36" 0,081 " 6.198" 2-TRACK JAMB W SCREEN TRACK (15) MAT'L: 6063,,T6 `00ti111//l, F✓ita No, 58705 a OoO a i ;T= l r II"iil4\ A. LYNN MILLERj, P.E. P.E.# 58705