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HomeMy WebLinkAbout770 FL251_R32_C_CAC_19-1126.05PGT 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 "7701IP" 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 HT. 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 09/13/20I 3, 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, botb dated 08/10/09, all signed and sealed by Julio Gonzales, P.E. (Submitted under files # 11-1015.151409µ 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 I . 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. F. 2. Glazing complies with ASTMS-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 0 PYB", expiring on 12111/16. 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. Ishaq L Chanda, P.E. Product Control Unit Supervisor NOA No. 19-1126.05 Expiration Date: March 24, 2025 Approval pate: January 09, 2020 PGT Industries Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED G. OTHER 1. This NOA revises 4 11-1018.15, expiring March 24, 20I5. 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. 21 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, Leading 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 5` Addition (2014), prepared by manufacturer, dated 03/05/15, sighed 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 Kutraray America, Inc. for their "Kuraray PV-B Glass Interlayer" dated 03112/15, expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 514 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 12131/14, 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 tiled 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. - Yshaq 1. Chands, P.E. .Product Control Unit Supervisor NOA No. 19-1126.05 Expiration Date: March 24, 2025 Approval date: January 09, 2020 E-2 PCT 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—FE? Aluminum Sliding Glass Doors w / Reinforcements — S.M.I.", expiring on 03/24/15. 3. Evidence submitted under previous approvals A. DRAWINGS 1. Drawing No. PGT0005, titled "Series 770 H.P. Aluminum SGD S.M.I. ", sheets I through 10 of 10, dated OS/05/07, prepared by manufacturer, revision "F" dated 05/05/16, signed and scaled 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 (wl 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 ldalmis Ortega, P.E. C. CALCULATIONS (Submitted render previous NOA No. I S-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 I. Statement letter of conformance, complying with FBC 511 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 614 Edition (2017), prepared by manufacturer, dated 04/19/17 and revised 08/14/17, signed and sealed by Lynn A. Miller, P.E. D. QUALITY ASSURANCE I . Miami --Dade Department of Regulatory and Economic Resources (RER). Ishaq 1. Clianda, P.E. Product Control Unit Supervisor NOA No.19-1126.05 Expiration Date: March 2d, 2025 Approval Date: January 09, 2020 E - 3 PGT Industries Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. 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 I . Statement letter of conformance, complying with FBC 6m Edition (2017), issued by manufacturer, dated 09/04/17, signed and sealed by Lynn A. Miller, P. I?. 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 I Reinforcements — S.M.I.", expiring on 03/24/20. 5. New Evidence submitted A. DRAWINGS 1. Drawing No.PGT0U05 Rev G, titled "Series 770 H.P. Aluminum SGD-SMI", sheets I through 10 of 10, prepared by manufacturer, dated 09/05/07 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 (611 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. rIshaq 1. 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 1) GLAZING TYPE OPTIONS: (GLASS RECIPES ARE FROM EXTERIOR TO INTERIOR) 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. 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. G10 - 7/16" LAMINATED: (2) LITES OF 3/16" T WITH .090" PVB INTERLAYER. G10A - 9/16" LAMINATED: (2) LITES OF 1/4" T GLASS WITH .090" PVB 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 SMALL MISSILE IMPACT RESISTANCE o2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION o2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION oASTM E1300-09 oANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION oALUMINUM DESIGN MANUAL, ADM-2015 oAISI S100-12 oAISC 360-10 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" TABLE A: PANEL HEIGHT = DOOR UNIT HEIGHT - 1.866" NOTES PERTAINING TO ANCHORAGE DETAILS ON SHEET 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 I 04103117 I G I UPDATED TO FBC 2017, REV. TABLES 1 & A, JAMB OC. 08105107 1 RJA I RJA 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 All Southern Pine (SG = 0.55) 9/16" 7/8" 1-3/8" 6063-T5 Aluminum 3/8" 9/16" 0.071" A36 Steel 3/8" 9/16" 0.050" Gr. 33 Steel Stud 3/8" 9116" 0.045" (18 Ga) 1/4" Elco Aggre-Gator@ Fy=57 ksi, F 96 ksi All Concrete (min. 2.22 ksi) 1-1/2" 3" 1-3/8" Jamb Filled Block (ASTM C90) 2" 3" 2" Jamb Hollow Block (ASTM C90) 2" 3" 1-1/4" All Southern Pine (SG = 0.55) 1" T. 1-3!8" B #12 Steel SMS (Gr. 5) All Southern Pine (SG = 0.55) 9/16" 7/8" 1-3/8" 6063-T5 Aluminum 3/8" 9/16" 0.071" A36 Steel 3/8" 9/16" 0.050" Gr. 33 Steel Stud 3/8" 9/16" 0.045" 118 Ga) C 1/4" Elco UltraConC Fy=155 ksi, F�=177 ksi All Concrete (min. 2.85 ksi) 1" 4" 1-318" Jamb Hollow Block (ASTM C90) 1" 6" 1-1/4" 1/4" Elco UltraConC 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" 1-3/4" Jamb Hollow Block (ASTM C90) 2-1/2" 6" 1-114" D 1/4" 410 SS Elco CreteFlexC F,=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" 1-3,!4" 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. 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 CERT. OFAUTH. #29296 Description: GENERAL NOTES AND MAP Title: SERIES 770 H.P. ALUMINUM SGD - SMI Series/MotleC Scale: Sheet: Drawing No. SGD770 H.P. NTS 1 e+ 10 PGT0005 Rev G 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 PRODUCT REI�lKM ra eonp�wtidt 11re I BaWag Code 1 q - 11'24 • OS A:ecept"Ce N' Expiration Dste MA 20 . t�iAa?si Dole rodact Cettttsl 0 \`,. .,1/1/ .t No. 58705 _ (� ST TE OFP'OR'ig N, G(NAL dAMNN MIll_kly � .E. P.E.# 58705 } MAX. DOOR UNIT HEIGHT 108" 1 MAX. UNIT WIDTH 96" MAX. DOOR UNIT HEIGHT 108" 1 Revsd By: Date: Revisions: JR 04/03/17 G NO CHANGES THIS SHEET. Drawn By: Date: Checked By: Date: SMC 08105109 RJA f MAX. DOOR UNIT HEIGHT 108" MAX. UNIT WIDTH 191 1/2" APPROVED CONFIGURATIONS 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941) 480-1600 CERT. OF ALITH. #29296 MAX. UNIT WIDTH 145 5/16" Description: ELEVATIONS SERIES 770 H.P Series/Motley Scale: SGD770 H.P. NTS ALUMINUM SGD - SMI iheet. Drawing No. 2 & 10 PGT0005 PRODUCT REI LVW as emplying wift the fbwb BuidiegCode Acceptance No Expiration Date 2t�, yr Miami Dade i4odect Ceftol v. oCENS�'�j�/��i 13 _ No.58705 O� ' ITqEO���\� OR ION N Rev: A. LYNN MILLER, P.E. G P.E.# 58705 3/16" T GLASS .090" PVB 3/16" T GLASS — 3/8" AIR SPACE --� 3/16" T GLASS 1" NOM. 83-]� T 79 EXTERIOR 3/16" T GLASS — .090" PVB — 74 3/16" T GLASS 7/16" NOM. 1 82 3/4" NOM. GLASS BITE 80 1" LAMINATED INSULATING 55 GLASS TYPES G9 3/16" T GLASS .090" PVB 3/16" T GLASS — 5/16" AIR SPACE �j 1/4" T GLASS -- I- 1" NOM. h=-rl 83 79 EXTERIOR 74 3/4" NOM. GLASS BITE 54 7/16" LAMINATED GLASS TYPES G10 STRUCI POLYISOBUTti WITH DESIC EXT. GLA; SILICONE 1/4" NOM. KODISPACE 56 4SG TPS INT. GLASS HOT -MELT BUTYL STRUCTURAL SILICONE FOAM 3/16" NOM. WITH DESICCANT EXT. GLASS 57 SUPER o TM SPACER NXT 1/4" T GLASS Q //\—INT. GLASS 090° PVB v 74 1/4" T GLASS 74 ALUMINUM rR0DUCrall�ll W ascomplyiagwith*eroudik 9/16" NOM. REINFORCEMENT Raiding Code Acceptance Na D S 82 Expiration ©ate,��pit�� 3/4" NOM. 3/4" NOM. 5/16" NOM. BUTYL & tt eyBITE GLASS GLASS DESICCANT t►tiamiDade oetCOMW $1 BITE DURASEAL® 1 EXTERIOR EXT. GLASS 58 SPACER 54 1" LAMINATED INSULATING 55 GLASS TYPES G9A 9/16" LAMINATED GLASS TYPES G10A Part # Description Material 56 Kommerling 4SG TIPS Spacer System See this Sheet for 57 Quanex Super Spacer nXT with Hot Melt Butyl 58 Quanex Duraseal Spacer Materials 59 1 Cardinal XL Edge Spacer KtrtKtNl,t I to I Ktt'UK I J: r I L-25(l 1, uynu N OWU "T" = TEMPERED "PVB" = .090" TROSIFOO PVB BY KURARAY AMERICA, INC. Revsd By: Date: I Revisions: JR 04103117 G NO CHANGES THIS SHEET. Drawn By: Date: Checked By: Date.: SMC 08105109 RJA POLYISO- BUTYLENE SEAL ROLL-FORMI STAINLESS STE EXT. GLASS INT. GLASS DESICCANT FILL AREA 5/16" NOM. —SILICONE SEAL XL EDGETM 59 SPACER INT. GLASS 1070 TECHNOLOGY DRIVE Description: N. VENI so L 34 , 75 GLAZING DETAILS CERT OFAUTH. #29296 SERIES 770 H.P. ALUMINUM SGD - SMI Series/Model: Scale: Sheet Drawing No. Rev: O SGD770 H.P. NTS 3 o/ 10 PGT0005 G ,�,�llllll/17 LICEN& • ����� i _ No. 58705 ® Sil E F /ONAL A. LYNN MILLER, P.E. P.E.# 58705 TABLE 1A: TABLE 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" Hea\y-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 Heavy-duty Stiles Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group 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 BI C I D A I B I C I D Design Pressure +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 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 8 10 1 8 8 8 10 1 10 10 1 10 12 1 10 10 1 10 12 10 1 10 10 14 10 1 10 1 10 Design Pressure +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 30" 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 1 12 10 10 Design Pressure +901-130 +901-130 +901-130 +901-130 +901-130 +901-130 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 C1+2 C7+2 C7+2 C7+2 DLO 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 +901-130 +901-130 +901-130 +901-130 +901-130 +901-121.4 42" 35" 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+8+2 2 C C7+2 C7+2 C8+2 C8+2 C7+2 C7+2 DLOJamb 14 1 12 1 8 1 8 16 1 12 1 10 1 8 16 14 1 10 10 18 1 14 1 12 1 10 20 1 16 12 1 10 20 1 16 1 12 1 10 Design Pressure +901-130 +901-130 +901-130 +901-130 +901-118.5 +901-110 48 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+ C7+2 DLO Jamb 16 12 10 8 16 14 10 8 18 14 12 10 20 16 12 10 20 16 12 10 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 WITH THE #66 HEAVY-DUTY REINFORCEMENT HEAVY-DUTY STILES Revsd ey.' Date.' Revisions: JR 04/03/17 G REVISED TABLE. Drawn Bv: I Date: Checked By:I Date: 7 O= EXAMPLE ON SHEET 5 1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 4" SILL. 2. WHEN USING THE 2 1/2" 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. 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 Tills: CERT.OFAUTH.#29296 [j?MSERIES 770 H.P. ALUMINUM SGD - SMI Series/Motley Scale: Sheet D.a 9 No. Sill Height to Max. (+) DP (Water Infiltration Rating) Sill Riser Height (+) Design Pressure, psf Flush - 1-112" 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 OH LENGTH = OH RATIO OH OH HEIGHT HEIGHT EQUAL TO 1 1 o OR GREATER SEE NOTE 3 SGD770 H.P. I NTS 1 4 or 10 1 PGT0005 I G t•RoDUCT RENEWED as cempiyft with tk Fi rms Buiding Code " _ I (2` • 05- Acceptance tva Expiration Date 2 I Zu I t Z By �S .�� _�-. Miami Dade rodnct Cosiest l\\IIIIIIlrlll7 Lll.vIv�� No. 58705 '40RIDP.. NAL Il11110\\ A. LYNN MILLER. P.E. P.E.# 58705 815109 EXAMPLE OXX ANCHORAGE PLAN: (3) PANEL, 48" x 108" DOOR FROM TABLE ON SHEET 4, ANCHOR TYPES A IN CONCRETE SUBSTRATE V M +2 C7 +2 C7 +2 x xxxx x xxxx x x x 24" MAX. O.C. x x (ADD ADDITIONAL y (20) ANCHORS TOTAL @ ANCHOR MIDSPAN EACH HEAD & SILL x IF NEEDED) x x 48" NOM. PANEL WIDTH x x )8" x 4X x x x x x x x x x x X x x x It x.. x 3-1/2" MAX. - 2.04" f 8" MAX. 24" MAX. O.C. Imo— C.L. ASTRAGAL 8" MAX., TYP. SEE CLUSTER DET., SHT. 6 INTERLOCK 3.5" MAX. ASTRAGAL INTERIOR CENTERLINE O.C. CENTERLINE ANCHORAGE REQUIREMENTS NOTES: 0 24" MAX. O.C. 145-5/16" MAX. LOCATED BELOW CENTER 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: EXTERIOR "ANCHORS PER PANEL" ARE THOSE AT THE HEAD AND SILL BETWEEN CLUSTERS OR THOSE BETWEEN A CLUSTER AND A FRAME JAMB. 6" MAX. f 21" (12) MAX. O.C. ANCHORS PER JAMB (SEE SHEET 6 FOR K CLUSTER O.C. SPACING) x rRODuer itENBRBQ as compbieg Wmb dw i!lo>Rlift x 6 MAX. Raiding Code 12(. x Acceptance ft 1' _ , Expiration Date-oZj B�Iiauri Dade CsWeA 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 1070 TECHNOLOGY DRIVE Description TABLE ON SHEET 4. N. VENICE, FL 34275 ANCHORAGE SPACING & EXAMPLE PLANS (941) 480-1600 TVs: sd By: Date: Revisions: CERT. OF ALITH. ##29296 SERIES 770 H.P. ALUMINUM SGD - SMI JR 04103117 G NO CHANGES THIS SHEET. se iesinaodet scale: sheet awing Nc. Rav: wn By: Date: Checked By: Dale: O SGD770 H. P. NTS 5 °� �0 PGT0005 G SMC 08105109 RJA ��kllllll/ ,oA` LYN/vIj9'�,�� _ Nc. 58705 � 0 S XTE OF L� "40RIOA.• A. LYNN MILLS , 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. INT. ASTRAGAL OR INTERLOCK 7" CENTERLINE i 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 �MBED., SEE TABLE A, SHEET 1 SHIM � 1/4" MAX. SHIM ----IWOOD 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 EDGE DIST., SEE TABLE A SHEET 1 EXT. 1/4" L CONCRETE ANCHOR TYP., SEE ANCHOR 2-1/16" * NOTE 1, SHEET 1 ASTRAGAL OR INT. INTERLOCK CENTERLINE EDGE DIST., SEE TABLE A SHEET 1 unuuu[wu>c � 1 �a 1 8 • • ° , . �ONCRETE EXT. EMBED., SEE DETAIL D, 2-TRACK FRAME JAMB TABLE A, SHEET 1 CONCRETE INSTALLATION MAX. u ���il u � ANCHOR SHIM NOTE 3, SHEET 1 TW OOD 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. 2-1/16" '' 2-TRACK, ASTRAGAL /INTERLOCK 6 ANCHOR CLUSTER - C6 INT. ASTRAGAL OR INTERLOCK CENTERLINE 2-TRACK, ASTRAGAL /INTERLOCK 8 ANCHOR CLUSTEF — - ASTRAGAL OR INT. INTERLOCK CENTERLINE 7" 4" " 4.051 3.5" o-� 2.0 2-TRACK, ASTRAGAL /INTERLOCK 7 ANCHOR CLUSTER - C7 EDGE DIST., SEE TABLE A SHEET 1 1xWOOD a.`a. -• BUCK SEE ANCHOR EXT. 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 DETAIL C, 2-TRACK FRAME SILL WOOD INSTALLATION EDGE DIST., SEE TABLE A SHEET 1 JR 04/03/17 G CHANGED JAMB OC TO 6". Drawn By: Dale: Checked By: Date: SMC 08/05/09 RJA 5. the Acceptance 6" MIN. �WDIAG. O.C. TYPICAL JAMB ANCHOR PAIR FOR DETAILS "D" & "E", SEE ELEVATION FOR O.C. SPACING, SHEET 5 7� t'RODi1C7' 1 � �� EMBED., aseomplYi>n SEE Bwidirg Code 2 0 TABLE A, 1Vs Expiration Datc--?>�+Z1 SHEET 1 By- Miami Usde P Ceatret NCRETE L-CONCRETE ANCHOR TYP., SEE ANCHOR NOTE 1, SHEET 1 DETAIL F, 2-TRACK FRAME HEAD CONCRETE INSTALLATION 1/4" MAX. 2-1/16" * TABLE A, SHEET 1 2-1/16" (SEE ANCHOR GROUT AS REO. WOOD ANCHOR i NOTE 5, SHEET 1) CONCRETE TYP., SEE ANCHOR EXT. NOTE 2, SHEET 1 _ 2x WOOD BUCK TYP., SEE . e EMBED., SEE TABLE A, SHEET 1 EAT. ANCHOR NOTE 31 SHEET 1 DETAIL E, 2-TRACK FRAME JAMB CONCRETE ANCHOR TYP.,I 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 ( CERT.OFAUTH. #29296 SERIES 770 H.P. ALUMINUM SGD - SMI Series/Model Scale: Sheet Drawing No. C SGD770 H.P. NTS 16 of 10 PGT0005 * Reu: G \`ti\IIIIiIPP/! �`� • Q�A Y L r 1 vN LICENSE' No. 58705 - fl� •.• STATE of •� ��; S/flNAL �� rllllisl\� A. LYNN MILLER, P.E. P.E.# 58705 PANEL LETTER SINGLE K INTERLOCK LOCKSTILE SINGLE A INTERLOCK LOCKSTILE D LOCKSTILE SINGLE INTERLOCK M LOCKSTILE SINGLE INTERLOCK LSINGLE ASTRAGAL INTERLOCK OUT (BOX OUT) L R ASTRAGAL SINGLE OUT INTERLOCK (BOX OUT) NASTRAGAL SINGLE IN INTERLOCK (BOX OUT) C SINGLE ASTRAGAL INTERLOCK EL IN (BOX IN) SINGLE FIXED P INTERLOCK LOCKSTILE FIXED SINGLE R LOCKSTILE INTERLOCK TASTRAGAL FIXED OUT LOCKSTILE (BOX OUT) T ASTRAGAL FIXED IN I _ LOCKSTILE (BOX IN) SFIXED ASTRAGAL LOCKSTILE OUT (BOX OUT) S FIXED ASTRAGAL LOCKSTILE IN (BOX IN) NOTE: REINFORCEMENT (ITEM #66) REQUIRED AT ALL INTERLOCKS. 4 INTERIOR (ALL PANEL TYPES) lu 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" Revsd 111. 1 Date: I Revisions, JR 04103117 G I NO CHANGES THIS SHEET. 08105109 1 RJA JAMB DETAIL W OR'L', SHT. 8 & ANCHOR DETAILS'D' &'E', SHT. 6 INTERLOCK DETAIL'J', SHT.8 ASTRAGAL DETAIL'M', SHT. 8 HEADER DETAILT, SHT. 8 EXTERIOR & ANCHOR DETAILS 'A', 'B' &'F', SHT. 6 191 1/2" MAX. UNIT WIDTH — 41" MAX. NOMINAL D.L.O. PANEL WIDTH 7 WIDTH PANEL PANEL PANEL PANEL TYPE TYPE TYPE TYPE 'R' L' 'D' IF, SEE REINF. NOTE REINF. 3 SEE FRAME & PANEL CORNER CONSTRUCTION DETAILS BELOW OXXO (2 TRACK) X 1.50' PH SMS PANEL CORNER DETAIL 97 7/8" 1081, MAX. MAX. DOOR D.L.O. UNIT HT. HT. TYP. TYP. if SILL DETAIL'H', SHT. 8 & ANCHOR DETAILS 'C' & 'G', SHT. 6 SILICONE 'HERS FRAME CORNER nFTAII #8X1" PH SMS NOTES: 1. SEE THIS SHEET FOR INDIVIDUAL PANEL CONFIGURATIONS. MAX. NOMINAL PANEL WIDTH = 48". SEE SHT. 8 FOR SECTION DETAILS AND SHTS. 4-6 FOR ANCHORAGE DETAILS. 2. MAX. DLO WIDTH = 41 "; MAX. DLO HEIGHT = 97 7/8", MAX PANEL HEIGHT = 106 1/8" 3. (1) LOCK (ITEMS 75 & 107-110) AT EACH LOCKSTILE, LOCKING INTO KEEPER (ITEM 103) AT FRAME JAMB OR ASTRAGAL. 1070 TECHNOLOGY DRIVE Description: N. VENICE, FL 34275 PANEL TYPES / EXAMPLE ELEVATIONS (941) 480-1600 Tue. CERT OFAUTH. #29296 SERIES 770 H.P. ALUMINUM SGD - SMI Ser—imodel I Drawing Na I Rev: SGD770 H.P. NTS 7 n, 10 PGT0005 G NOTE: 1. MAXIMUM NOMINAL PANEL WIDTH FOR ALL PANEL CONFIGURATIONS EQUALS 48" rRODUCT RENEWED as ,,plyiogwltb tie I OdOI& Buiding Code A,eeptanee NO l i -- Expiratiou Date By 6Hami Dade P 11lt G'OitlB� \\ J.i,it "QL�' No. 58705 -� :6� - STATE 0 1 j //`//S` 'ONAL : A. LYNN MILLER, P.E. P.E.# 58705 ALL REINFORCED INTERLOCK DETAIL 'J' DETAIL 'N' SCREEN AT HEAD (2-TRACK SHOWN) SILL RISERS OPTIONS (SEE D.P. LIMIT TABLE 1A, SHEET 4 SEE SHEET 6 FOR FOR INSTALLATION DETAILS) EXT. 7„ FLUSH BOX SILL RISER (NOT VALID FOR WATER INFILTRATION RESISTANCE) EXT. 1.567" If FLUSH FLAT SILL RISER (NOT VALID FOR WATER INFILTRATION RESISTANCE) EXT. #8 X 1-1/4" SMS, X 2 PART ILLUSTRATIONS (SEE SHEET 6 FOR FOR INSTALLATION DETAILS) FULL LENGTH OF JAMB @ IIDSPAN #10 X 3/4". SMS, X 3 6", @ MIDSPAN FULL LENGTH OF JAMB STANDARD CLIP OPTIONAL CLIP W/ RETAINER #106 W/ RETAINER #123 DETAIL'K' (FIXED PANEL) DETAIL'O' SCREEN AT SILL (2-TRACK SHOWN) ;5" LOW BOX SILL RISER (2-1/2") EXT. 6- LOW FLAT SILL RISER (2-1/2") EXT. EXTERIOR INTERIOR (ALL VERT. SECTIONS) 15" MEDIUM BOX SILL RISER (3-1/4") EXT. )5" MEDIUM FLAT SILL RISER (3-1/4") EXT. DETAIL'P' SCREEN AT JAMB (2-TRACK SHOWN) 6' HIGH BOX SILL RISER (4„) 4.055" EXT. HIGH FLAT SILL RISER (4„) E MAX. 108" DOOR UNIT HEIGHT 4 INTERIOR (ALL HORIZ. SECTIONS) 4j7 EXTERIOR 97 7/8" MAX. DETAIL T DLO TYP. DETAIL'H' 1070 TECHNOLOGY DRIVE Description: N. VENICE, F 600 75 rVERTICAL & HORIZONTAL SECTION DETAILS sd By: Date: Revisions: CERT OF AUTH. #29296 SERIES 770 H.P. ALUMINUM SGD - SMI JR 04103117 G NO CHANGES THIS SHEET. Se,-Wodet soai°: sheee Drawing No. Rev: wn BY: Date: Checked By: Date: SMC 08105109 SGD770 H. P. NTS 8 °' 10 PGT0005 G ASTRAGAL DETAIL 'M' rRODUCT RENEWED as compbingw'itb the F161 b Mding Code Acceptance No I ( 2 Expiration Ay Miami Dade PrIkIluct COOM �N`� LYN/V i CENgf '.1 N0.58705 ;x Tli�Or-----" � A. LYNN iILLE`R,P.E. P.E.# 58705 1.3103" 1 0.325" 0.062" � f 'IF 0. 7 18" �F i I -I 0.062" 0.264" 1.050" 0.062" 0.611 " FIXED PANEL CLIP/ INTERLOCK SCREW COVER FRAME SCREW COVER GLAZING BEAD (7/16 (65) MAT'L:6063-T6 (5) MAT'L:6063-T6 (80) MAT'L: 6063-T6 .062" 4.125" 1.304" 3.25" TOP/BOTTOM BOTTOM RAIL (69) MAT'L: 6063-T6 4" HEAVY DUTY STILE (61) MAT'L: 6063-T6 6.198" 1.050" 0.0620.534" GLAZING BEAD (9/16") (81) MAT'L: 6063-T6 II 1.211" IUI i 0.081" 2-TRACK HEAD W/ SCREEN TRACK (2) MAT'L: 6063-T6 0.232" HEAVY DUTY ASTRAGAL (68) MAT'L: 6063-T6 1.654" 1110.080" 2-TRACK HEAD 0.250" J (1) MAT'L: 6063-T6 REINFORCEMENT 3.750" (66) MAT'L: 6063-T6 55" HIGH BOX SILL RISE (24) MAT'L: 6063-T6 1.4167" 1 0.062" If 15" FLUSH FLAT SILL RISER (18) MAT'L: 6063-T6 1.050" 0.290" f0.045" GLAZING BEAD (1" I.G.) (79) MAT'L: 6063-T6 2-TRACK SILL (7) MAT'L: 6063-T6 11.003" 1 0.757" --� 0.050" FIXED PANEL CLIP (105) MAT'L: 6063-T6 O,C 0.062" 1.162" 1 1.888 Is' i 1.739" - INTERLOCK ADAPTER (62) MAT'L: 6063-T6 )5" - 1.36" 0.081 " FYI 2-TRACK JAMB (14) MAT'L: 6063-T6 R_ 2-TRACK SILL W/ SCREEN TRACK (8) MAT'L: 6063-T6 0.83" r� L 1 0.752" 0.7C �� 0.709" 0.080 0.080" 11 1.045" 0.080" 0.863 --►I If 0.550" 1.254" SILL TRACK (11)MAT'L: 6063-T6 FIXED PANEL FIXED PANEL 1.993" 0.062" RETAINER, 7/8" RETAINER, 9/16" I 0.875" (123) MAT'L: 6063-T6 (106) MAT'L: 6063-T6 SCREEN TOP RAIL (45) MAT'L: 6063-T6 1 993„ -►� Fr 0.232" 0.062" SCREEN BTM. RAIL 0.232" 750" (46) MAT'L: 6063-T6 -►1 �-- 0.232" 0.906" 3.955" 3.205" 2.455 5tt 0.062" --i 1.567" 1 0.062" 1 If 0.062" i f 0.062" �- MEDIUM BOX SILL RISER LOW BOX SILL RISER FLUSH BOX SILL RISER LOW FLAT SILL RISER MED. FLAT SILL RISER HIGH FLAT SILL RISER (23) MAT'L: 6063-T6 (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 0.750" (PANEL LENGTH - 9" 0.062" 0 0.062" 3.305" 2.55 1.872" ['�� 0.062" -- 1.019". SCREEN STILEI (40) MAT'L: 6063-T6 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 Description: EXTRUSIONS (941) 480-1600 Title: CERT OFAUTH. #29296 SERIES 770 H.P. ALUMINUM SGD - SMI sdBy: JR Date: 04103117 Revisions: G NO CHANGES THIS SHEET. SeneslModel SGD770 H.P. sate: NTS Shell,Drawing 10 Of 10 Nc. PGT0005 Bev: G wn By: SMC Date: 08/05/09 Checked By: RJA Date: 6.198" 2-TRACK JAMB W/ SCREEN TRACK 05) MAT'L: 6063-T6 PRODUCT RENEW= as complying with the fbww Baiding Code Accel►tancelVo Expiration Date '10--j By �qn, I • Miami Dwk Vrodad Cu&d \ N jl It/I//, _ No. 58705 STATE OF r� s;/® DIAL- A. LYNN MILLER, P.E. P.E.# 58705