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HomeMy WebLinkAboutNotice of Acceptance tWA 7 MIAMI-DADE RE F MIAMI-DADECOUNTY qq p,C RODUCT CONTROL SECTION CODE C® PLIAN � 11805 SW 26 Street,Room 208 DEPARTMENT OF BOARD AND CODED ADMIlVISTRATION D VGULATORY AND ISIONI O� O U N TYT(786)315 2 0,F1F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) y 3�5� www.miamidade.eov/economy PGT Industries,Inc. Permitting Department 1070 Technology Drive, St. Lucie County 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"5570/2770"Vinyl Sliding Glass Door(Reinforced)w/wo 901& 135°corners-L.M.I. APPROVAL DOCUMENT:Drawing No.MD-5570.0 Rev B,titled"Vinyl Sliding Glass Door NOA(LM)",sheets 1 through 21 of 21,prepared by manufacturer,dated 10/05/15 and last revised on 04/22/20, signed and sealed by A.Lynn Miller,P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitations: 1. See table 1 (sheet 7)and table 2(sheet�)for applicable SGD unit sizes,design pressures,reinforcements types, glass types,sill riser(see tables B-1 &B-2, sheets 7-8)and anchor layout sheets requirements in 11 thru 16. 2. Rigid White PVC,Tan(Non-white)Rigid PVC and Brown coated(Painted or laminated)white Rigid PVC to be , labeled per referenced NOA's requirements. 3. Egress operable doors must comply with min clear width or height per FBC requirement,as applicable. 4. Pocket walls under separate approval,to be reviewed by Building official LABELING: Each unit shall 'bear a permanent label with the manufacturer's name or logo,city,state and series and following statement: "Miami-Dade County Product Control Approved",noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#17-0420.06 and consists of this page 1 and evidence pages E-1,E-2,E-3,E-4&E-5 as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I.Chanda,P.E. MIAMFDADE COUN NOA No.20-0429.05 TY Expiration Date: April 14,2021 Approval Date: October 08,2020 Page i PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous NOA A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 11-0107.04) 2. Drawing No. MD-5570.0,titled`Vinyl Sliding Glass Door NOA (LM)", sheets 1 through 21 of 21,prepared by manufacturer, dated 10/05/15,with revision A dated 04/05/17, signed and sealed by A. Lynn Miller,P.E. B. TESTS 1. 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 vinyl sliding glass door,prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 8717, dated 12/07/15, signed and sealed by Idalmis Ortega, P.E. (Test report revised on 02/15/16 and 02/,24/16) 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, TAS 202-94 along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 8546, dated 11/06/15, signed and sealed by Idalmis Ortega,P.E. (Test report revised on 01/04/16 and 02/11/2016) 3. 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, TAS 202-94 along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by Fenestration Testing Lab, Inc.,Test Report No. FTL 8547, dated 12/04/15, signed and sealed by Idalmis Ortega,P.E. (Test report revised on 02/15/16) 4. Test report on J)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, TAS 202-94 along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 8548, dated 12/04/15, signed and sealed by Idahnis Ortega, P. E. (Test report revised on 01/04/16 and 02/11/14*1 Ishaq I.Chanda,P.E. Product Control Unit Supervisor NOA No.20-0429.02 Expiration Date: April 14,2021 Approval Date:October 08,2020 E-1 PGT Industries.Inc. NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED B. TESTS(continued) 5. 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, TAS 202-94 along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by Fenestration Testing Lab, Inc.,Test Report No. FTL 8549, dated 11/06/15, signed and sealed by Idalmis Ortega,P.E. (Test report revised on 12/04/15 and 02/11/16) 6. 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 along with marked-up drawings and installation diagram of vinyl sliding glass door, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 8552, dated 12/04/15, signed and sealed by Idalmis Ortega, P.E. (Test report revised on 02/15/2016) 7. 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 vinyl sliding glass door,prepared by Fenestration Testing Lab, Inc., Test Report No. FTL 6638(samples A-1 thru A-22), dated 11/19/10, signed and sealed by Jorge A. Causo,P. E.(Submitted under NOA No. 11- 0107.04) 8 Test report on 1)Air hnfiltration 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, TAS 202-94 along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared by Fenestration Testing Lab, Inc.,Test Report No.FTL 6337(samples A-I thru A-5), dated 12/06/10, signed and sealed by Jorge A. Causo,P. E.(Submitted under NOA No. 11-0107.09) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014, prepared by PGT, dated 12/09/15and last revised on 02/15/16, signed and sealed by Anthony L.Miller,P.E. (Submitted under NOA No. 15-1210.01). 2. Glazing complies with ASTME-1300-09. Ishaq 1.Chanda,P.E. Product Control Unit Supervisor NOA No.20-0429.02 Expiration Date:,April 14,2021 Approval Date:October 08,2020 E-2 PGT Industries,Inc. NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 15-0528.14 issued to Vision Extrusion Limited for their "White Rigid PVC Exterior Extrusions for Windows and Doors",dated 08/13/15, expiring on 09/30/19. 2. Notice of Acceptance No. 16-0920.08 issued to Vision Extrusion Limited for their"VE 1000 Tan 202 and lighter Shades (Non-White)Rigid PVC Exterior Extrusions for Windows and Doors", dated 12/08/16, expiring on 12/29/21. 3. Notice of Acceptance No. 15-0528.15 issued to Vision Extrusion Limited for their "Brown Coated (Painted or Laminated)White Rigid PVC Exterior Extrusions for Windows and Doors", dated 08/13/15, expiring on 09/30/19. 4. Notice of Acceptance No. 16-0712.02 issued to ENERGI Fenestration Solutions USA, Inc. for their"TAN 3040 and Lighter Shades (Non-White)Rigid PVC Exterior Extrusions for Windows and Doors"dated 09/15/16, expiring on 02/04/21. 5. Notice of Acceptance No. 16-0712.04 issued to ENERGI Fenestration Solutions USA, Inc. for their"Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors"dated 09/15/16, expiring on 04/16/20. 6. . Notice of Acceptance No. 16-0712.03 issued to ENERGI Fenestration Solutions USA, Inc. for their"White Rigid PVC Exterior Extrusions for Windows and Doors"dated 08/10/17, expiring on 02/28/18. 7. Test reports No(s). 10-002-792(A), 10-06-M0527, 535753-09, per ASTME-84, ASTM1D1929 and ASTMD-635, issued by EXOVA to Vision Extrusion for cellulosic composite material. (Submitted under NOA No. I1-0107,04) 8. Notice of Acceptance No. 14-0916.11 issued to Kuraray America.,Inc. for their "SentryGlas®(Clear and White)Interlayer", expiring on 07/04/18. 9. Notice of Acceptance No.16-1117.01 issued to Kuraray America, Inc.for their "Trosifol®Ultraclear, Clear and Color PVB Interlayers", expiring on 07/08/19. F. STATEMENTS 1. Statement letter of conformance with FBC-5th Edition (2014)and FBC-61h Edition (2017), issued by manufacturer, dated 08/14/17, signed& sealed by Lynn Miller,P.E. 2. Statement letter of no financial interest, dated 04/18/17, issued by manufacturer, signed & sealed by Lynn Miller, P.E. 3. Letter of lab compliance,part of the above test reports. 4. RER Test Proposal No. 17-0387, dated 05/05/17, signed by Ishaq Chanda, P.E. G. OTHER 1. Notice of Acceptance No. 15-1210.01, issued to PGT Industries, for their Series "5570/2770"Vinyl Sliding Glass Door(Reinforced)—L.-1 ; L� 1/14/21. L«� Mtn Ishaq I.Chanda,P.E. Product Control Unit Supervisor NOA No.20-0429.02 Expiration Date: April 14,2021 Approval Date:October 08,2020 E-3 PGT Industries,Inc. NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED 2. New Evidence Submitted A. DRAWINGS 1. Drawing No. MD-5570.0 Rev B,titled"Vinyl Sliding Glass Door NOA (LM)", sheets 1 through 21 of 21,prepared by manufacturer, dated 10/05/15 and last revised on 04/22/20, signed and sealed by A.Lynn 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 along with marked-up drawings and installation diagram of all PGT Industries, Inc. representative units listed below and tested to qualify Dowsil 791 and Dowsil 983 silicones, prepared by Fenestration Testing Laboratory,Inc., Test Reports No.: FTL-789.7,PGT PW5520 PVC Fixed Window(unit 6 in proposal), dated 09/03/14 FTL-20-2107.1,PGT SGD780 Aluminum Sliding Glass Door(unit 7 in proposal)FTL-20- 2107.2,PGT CA740 Alum. Outswing Casement Window(unit 8 in proposal)FTL-20- 2107.3,PGT PW7620A Aluminum Fixed Window(unit 9 in proposal)and FT1,20-2107.4, PGT PW7620A Aluminum Fixed Window(unit 10 in proposal)dated 07/13/20, all signed and sealed by Idalmis Ortega,P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 7th Edition (2020), dated 04/22/20, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Glazing complies with ASTM E1300-04,-09,-12 and -16. D., QUALITY ASSURANCE 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. for their "Trosifol® Ultraclear, Clear,and Color PVB Glass Interlayers", expiring on 07/08/24. 2. Notice of Acceptance No. 17-0908.02 issued to Kuraray America,Inc. for their "SentryGlas®(Clear and White)Glass Interlayers", expiring on 07/04/23. 3. Notice of Acceptance No. 18-1106.10 issued to Vision Extrusions Limited for their "Brown Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions for Windows and Doors", expiring on 09/30/24. 4. Notice of Acceptance No. 18-1106.11 issued to Vision Extrusions Limited for their series "VE 1000 Tan 202 and lighter shades (Non—White)Rigid Cellular PVC Exterior Extrusions for Windows and Doors", expiring on 12/29/21. Ishaq I.Chanda,P.E. Product Control Unit Supervisor NOA No.20-0429.02 Expiration Date: April 14,2021 Approval Date: October 08,2020 E-4 CGI Windows and Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS(continue) 5. Quanex Part Super Spacer Standard complying with ASTM C518 Thermal Conductivity 0.881 BTU-in/hr.-ft2-'F,ASTM F 1249 WVTR-Pass,ASTM D3985 Oxygen—Pass,ASTM E 2190 I.G.Durability-No Fo -Pass. Submitted under previous NOA No. 15-0409.05 tY g ( P ) 6. Quanex Part Duraseal complying with ASTM C518 Thermal Conductivity 2.22 BTU-in/ hr.-ft?OF, ASTM F 1249 WVTR-Pass, ASTM D 1434 Argon Permeance-Pass, ASTM E 2189 I.G. Durability-No Fog, ASTM E 546 Dew Point Development -20°F in 48 hrs.(Submitted under NOA No. 15-0409.05). 7. Vision Extrusions, Ltd. Parts complying with PVC-AAMA 303-13, Voluntary Specification for Rigid Polyvinyl Chloride (PVC)Exterior Profiles for Vision Extrusions, Ltd.-VEX-1 by AAMA Fenestration Exterior Profile Certification Program. (Submitted under NOA No. 15- 0409.05) 8. Vision Extrusions,Ltd.Parts complying with PVC-AAMA 303-13. (Submitted under NOA No. 15-0409.05) 9. PVC-AAMA 303-13, Voluntary Specification for Rigid Polyvinyl Chloride (PVC) Exterior Profiles for Vision Extrusions, Ltd.-VEX-1 by AAMA Fenestration Exterior Profile Certification Program. 10. Notice of Acceptance No. 18-1217.14 issued to Energi Fenestration Solution, USA, Inc. for their "Tan 3040 & light shade (non-white) White Rigid PVC Exterior Extrusions for Windows and Doors", expiring on 02/04/21. 11. Notice of Acceptance No. 18-0122.02 issued to Energi Fenestration Solution, USA, Inc, for their series "White Rigid PVC Exterior Extrusions for Windows and Doors", expiring on 02/28/23. 12. Notice of Acceptance No. 20-0203.03 issued to Energi Fenestration Solution, USA, Inc. for their "Bronze & light shade cap coated White Rigid PVC Exterior Extrusions for Windows and Doors", expiring on 04/16/25. F. STATEMENTS 1. Statement letter of conformance to FBC 7" Edition (2020), dated 04/22/20, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest and of independent, issued by manufacturer, dated 04/18/20, signed and sealed by Anthony Lynn Miller,P.E. 3. Private Labeling Agreement document in conformance with the Product Control guidelines, dated 03/30/15 and signed by all involved parties (Submitted under NOA No. 15-0409.05). G. OTHERS 1. This NOA revises NOA# 17-0420.06(PVT w/PGT)and updates to FBC2020 (7"Edition), expiring 04/21/21. 2. RER Test proposals#19-1155 dated 01/10/20 approved by Ishaq 1. Chanda,RE, expiring 04/14/21. Ishaq L Chanda,P.E. Product Control Unit Supervisor NOA No.20-0429.05 Expiration Date: April 14,2021 Approval Date: October 08,2020 E-5 SERIES 5570 IMPACT RESISTANT SLIDING GLASS DOOR I IMPACT RATING DESIGN PRESSURE RATING INCLUDING POCKETS &900/1350 CORNERS MISSILE IMPACT CTRESIST LARGE& AN E LL SEEONS EETS TABLES 1,2&8'B2 GENERAL NOTES: TABLE A: 1)GLAZING TYPE OPTIONS:SEE GLAZING DETAILS ON SHEET 10. 2)DESIGN PRESSURES: Group Anchor Substrate Frame Member Dist Edge M Distance Embedment A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS PER ASTM E1300. P.T.Southern Pine,(SG= .55) Headl it Jam P-hook Oils" I.W81. B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS PER ASTM E1300. - #12,steel SMS(G5)or Aluminum,6063-T5•(0.125"min) Head/SIIIIJamb/P-hook 3/8" 118" C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. 410 S.S.SMS Steel,A36•,(0.060 min.) HeadISilllJamblP4look 318" 0.060 3)ANCHORAGE:THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.MATERIALS, q (min 11 lhreadsMI Steel Stud,A653 Gr.33• 0.0711 min.) Heed/SIIUJamb/P-hook 318" 0.071. 14 Ga. INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS 1/4"Elco Ultracon Hand/SINJamb1P-hook 1" 1-3I8" SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE(FBC). IW DeWalt Uhtaccn+ P.T.Southern Pine,(SG=0.55) Jamb 1^ 1-318• 4)SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE. 1/4"Elco 410 S.S.5ReFlex Head/SIIIIJambIP-hook 1" 1318" 5)INSTALLATION SCREWS&FRAME SPLICES TO BE SEALED WITH NARROW JOINT SEALANT.OVERALL B #lZ steel wood screw G5 P.T.Southern Pine SG=0.55 Head/Sill/Jamb/P•hook 9/18" 1318• SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS Concrete,(min.2.85 ksi) P-hook 1" 13/8" BEYOND THE SCOPE OF THESE INSTRUCTIONS. 1/4"Eire Ultracon Head(SiII/Jamb 1-3118^ 1-31a" 6)REFERENCES(NOA'S):ELCO ULTRACON,DEWALT ULTRACON+,DEWALT/ELCO CRETEFLEX&AGGRE-GATOR u routed CMu, ASTM CAO JammP-hook t^ ANCHOR NOA'S,ENERGI FENESTRATION SOLUTIONS USA,INC.OR VISION EXTRUSION,LTD.WHITE RIGID PVC NOA,VE Concrete,(min.3 ksl) Head/SIII/Jamb 1-1/T 13/S" 1000 TAN 202 AND LIGHTER SHADES(NON-WHITE) Ira^DeWalt ulirecon+ P-hock 1• 1-W ( TE)RIGID PVC NOA AND BROWN COATED(PAINTED OR LAMINATED) C Un routed CMU STM C-90 JamhlP-hook 1• 1-1/4• WHITE RIGID PVC NOA U muted CMU,(ASTM C30) Jamb/P-hook 13/4" 1-114" 1/4"DaWeWElca 410 S.S. REFERENCES(PEST REPORTS):FTL-6337,6338,8648-8649,8652&8717;EXOVA-10-002-792(A)&10-006-10231; Heav/SIIVJemb 13/1s^ t3/a" CreteFlex Concrete,(min.3.35 ksi) CAMBRIDGE 535753-09; P-hook 1• t314^ 7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FBC, INCLUDING THE 1/4"DeWalUElco iB 8 S.S. Concrete,(min.2.22 kal) Head/SIIUJamb/P-hook 1-1/2" 13/B" HIGH VELOCITY HURRICANE ZONE(HVHZ).THE RIGID WHITE,BROWN&TAN PVC MANUFACTURED BY ENERGI Agg/Elco it Ungrouted CMU,(ASTM C90) JamblP-hook 2^ 1-1/a^ FENESTRATION SOLUTIONS USA,INC.OR VISION EXTRUSION,LTD.HAS BEEN TESTED TO COMPLY WITH THE FLORIDA P.T.Southern PI SG-0.55 Head/SIIUJamb/P-hook 1^ 1318" BUILDING CODE FOR PLASTICS,(COMPONENT REQUIREMENTS). 1/4"Elco Ultracon Concrete,(min.2.85 ke0 Head/SINJamb/P-hook 2-1/2" 13/8" 8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS OF THE FBC,AS APPLICABLE. Ungrouted CMU,(ASTM C-90 JamblPatook 2-112" 1-1/4^ "114 DeWak L ltracon+ Concrete,(min.3 ks0 Head/SiNJamb/P-hook 2-1/2' 13/a" 10)THE 5570 SERIES SLIDING GLASS DOOR MAY ALSO BE KNOWN AS THE 57012770 SERIES. 9)DRAWINGS DEPICT EXTERIOR-GLAZING,HOWEVER INTERIOR-GLAZING MAY BE SUBSTITUTED. D un uteri CMU,(ASTM ago Jamb/P-hook 2-t/2^ t-t/a^ 1W Da 410 S.S. Concrete,(min.3.35 ksq Head/SINJamb 2-1/2" I-W ANCHOR NOTES: CmteFlex P hook 21rz" 13lB° Ungrouted CMU ASTM 0-90 JamhlP hook 2-1/2' 1-1/4 1)FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADS COUNTY,USE ONLY MIAMI-DADE COUNTY •MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE.METAL SUBSTRATE TO APPROVED ELCO ANCHORS.SEE TABLE A ON THIS SHEET FOR EMBEDMENT,EDGE DISTANCE AND SUBSTRATE MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA PRODUCT REVISED REQUIREMENTS. BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. as complying with the Florida 2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A ON THIS SHEET. Building code 3)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2"THICK PROPERLY SECURED,1X WOOD BUCKS ARE OPTIONAL "UNGROUTED CMU"VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. NOA-No. 20.0429. 05 IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR Expiration Date.04/1412021 GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE FOR THE MINIMUM STRENGTHS OF By-._l°—'2 STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD ANCHORS AND SUBSTRATES,SEE TABLE GENERAL NOTES.............1 MIamt-Dade Product Central &TO BE REVIEWED BY THE BUILDING OFFICIAL. F,SHEET 21. EXAMPLE CONFIGS..........2 4)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER THE FBC AND TO BE REVIEWED INSTALL DETAILS..............3.6 BY THE AUTHORITY HAVING JURISDICTION. DP/ANCHOR TABLES 7-8 5)IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED.IF USED,NON-SHRINK, EXAMPLE............................9 NON-METALLIC GROUT,MAX.1/4"THICK&3400 PSI MIN.,(DONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE CODES STANDARDS USED: GLAZING DETAILS............10 LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF •2020 FLORIDA BUILDING CODE(FBC),7TH EDITION ANCHOR LOCATIONS.......11-16 SUBSTRATE IS WOOD,30#FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,OR •2017 FLORIDA BUILDING CODE(FBC),6TH EDTION PANEL TYPES...................17 AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. •ASTM E1300 09 EXTRUSIONS.....................i8 •ALUMINUMAESIGNM FOR WOOD CONSTRUCTION ACCESSORIES..................19 ttr rr •ALUMINUM DESIGN MANUAL,ADM-2015 / INSTRUCTIONS: .AISI S100-1e SCREEN DETAILS.............20 �,`' NY LYNgr tip 1) KNOWING THE REQUIRED DESIGN PRESSURE OF THE OPENING,THE ANCHOR REQUIREMENTS FOR THE •AISC 360.16 PARTS LIST........................21 ���......ENSF.. SLIDING GLASS DOORS MAY BE DETERMINED FROM DESIGN PRESSURE TABLES 1 OR 2,DEPENDING ON THE GLASS/REINFORCEMENT. I VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 =>r No.58705 2)LOCATE THE SLIDING GLASS DOOR SIZE ON THE TABLE,USING THE FRAME HEIGHT AND THE NOMINAL PANEL - - WIDTH IF YOUR EXACT SIZE IS NOT LISTED,ROUND UP TO THE NEXT GREATER LISTED WIDTH AND/OR HEIGHT. GENERAL NOTES & J ROSOWSKI Q 2,2 0 3)CHOOSE WHICH ANCHOR GROUP(A-D)IS MOST APPLICABLE.ANCHORS ARE DEFINED IN TABLE A,THIS • SHEET,ALONG WITH THE CORRESPONDING SUBSTRATE,MINIMUM EMBEDMENT AND MINIMUM EDGE DISTANCE. j�37- B)UPDATED TO FBC 2020,ANCHOR TYPES�� 03/23/20 �0��( '•.F2 CORIAP,•''G\��� 4)FROM THE DESIGN PRESSURE TABLES(TABLES 1 OR 2),VERIFY THAT THE OPENING'S REQUIRED DESIGN SS, •• '' PRESSURE IS MET OR EXCEEDED.USE THE ANCHOR QUANTITIES SHOWN. 1070 TECHNOLOGY DR � ��//�ONAL.t�`\`�� 5)INSTALL AS PER THE GUIDELINES OF THIS SHEET-SET. N.VENICE,FL 34275' 6)ADDITIONALLY,SEE THE EXAMPLE ON SHEET 9. (941)�80 1800 A LYNN MILLER,RE rn=c�srnanoNszssse SGD-5570 NTS 10F21 T110155,111.0 � B pE.#58705 MAX UNIT WIDTH MAX.UNIT WIDTH MAX UNIT WIDTH MAX.UNIT WIDTH NOM.PANEL WIDTH NOM.PANEL WIDTH NOM.PANEL WIDTH NOM.PANEL WIDTH PER TABLES 1&2 PER TABLES 1&2 PER TABLES 1&2 PER TABLES 1&2 MAX.UN / I MAX.UNI / a / I Ah MAX UNIT ' I MAX UNIT Ig HEIGHT I� HEIGHT/ Ip HEIGHT I I^ PER TABLES I&2 PER TABLES I&2. / IR PER TABLES I&2 / / / 12 PER 1 L r I o JI I TABLES 1+ &2 ' ,Ili 1 J 1 PANELL 471k 2-PANEL CONFIGURATIONS CONFIGURATIONS 3 PANEL CONFIGURATIONS C 4-PANEL CONFIGURATIONS MAX UNIT WIDTH MAX.UNIT WIDTH MAX.UNIT WIDTH L WIDTH NOM.PANE NOM.PANEL WIDTH NOM.PANEL WIDTH PER TABLES 1&2 PER TABLES 1&2 1 PER TABLES 1&2 �— 1 MAX UNIT MAX.UNIT a I HEIGHTkTYP. MAX.UNIT I I HEIGHT I^ HEIGHT PERPER TABLES 1&2 / / / / Ig PER TABLES 1&2 / / / / / gTABLES� /J J5-PANEL CONFIGURATIONS "ANEL CONFIGURATIONS 0Mr0 OUr&IOECOR/8R6NVAti IN61m QO .BIMILM PRODUCT REVISED MAX.UNIT WIDTH MAX.UNIT WIDTH as complying with the Florida Building Code NOM.PANEL WIDTH NOM.PANEL WIDTH NOA No. 20-0429.05 PER TABLES 1&2 PER TABLES 1&2 Expiration Date:04/14/2021 By,_I1r--2 1. MAX..UNITa J 3 a I3 � ' I Miami-Dade Product Control HEIGHT , s / MAX UNITHEIGHT PER TABLES 1&2 / / / / / / Ig PER TABLES 1&2 7-PANEL CONFIGURATIONS B-PANEL CONFIGURATIONS CONFIGURATIONS NOTES: "X"=OPERABLE PANEL DLO WIDTH=NOM.PANEL WIDTH-8-9116" 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB "O"=INOPERABLE PANEL NOM.PANEL WIDTH=PANEL WIDTH+1-3M6" LOCATIONS.EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE pXXXXp,pXXXX OR XXXXp.OXXX IN "P"=POCKET DLO HEIGHT=DOOR HEIGHT-11-1/16" `��-••,GEN • M_�� �' POCKET CONFIGURATION CAN BE OXXXp. PANEL HEIGHT=DOOR HEIGHT-2-1/2" Q�?,• VINYL SLIDING GLASS DOOR NOA(LM) $ 10/05/15 _yt No.5B7u 2)90"&135"CORNER CONFIGURATIONS ARE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. 3)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND EXAMPLE CONFIGURATIONS I J ROSOWSKI '; PATE �0 REVIEWED BY THE AUTHORITY HAVING JURISDICTION. ® O DETAIL LETTER B)NO CHANGES THIS SHEET. �� 03/23/20 %'��.''• �[oRioi,.•'_���� 4)FOR NOM.PANEL WIDTH,SEE TABLES 1&2. ASS/ ...1070 TECHNOLOGY DR 5)MAX.ALLOWABLE FRAME SQUARE FOOTAGE=472.666 FT' L—SHEET NUMBER R 941)-480-1600 SGD 5570 NTS 2 OF 21 f MD 5570.0 � B A LYNN L ,RE DETAIL Al DETAIL Bl METAL TYP.,SEE ANCHOR THRU 1X WOOD ASTRAGAL IDETAIL )11 NOTE 4,SHEET 1;MIN.OF 3 INTO MASONRY FACING EXT. INTERLOCK INTO METAL THREADS BEYOND THE CONCRETE/CMU PER METAL SUBSTRATE ANCHOR REQUIREMENT FRAME WIDTH 1/4"MAX REQUIRED IF DOOR TYP.ANCHOR TYPE, .r HEIGHT IS OVER W 2122 +9 EMBEDMENTAND '-�{;<�. 0 94 MAX28.O.C. Ri EDGE DISTANCE PER DISTANCE SUBSTRATE,SEE :- 71 0 0 TABLE A,SHEET 1& Q so NOTE 3,BELOW . DAYLIGHT 1e INTERK)R OPENING zo e WIDTH s 31 EMBEDMENT 0 EDGE ../..:.: B0 (4)THRU KEEPER EDGE DISTANCE•.• 0 25 RS I e2 3.sO.C.,SEES HEETi9 DISTANCE `J EXTERIOR SEE NOTE sEENDTEs, 94 I I 25 oROze n o z9 1/4"MAX "— THIS SHEET 1X OR 2X WOOD THISSHEET I i SEE NOTES, e / BUCKSTRIP,SEE SEE NOTE S.THIS SHEET zR I THIS SHEET X 3f4 SMS REINFORCEMENT SCREW;7 EMBEDMENT ANCHOR / / NOTE 3,SHEET 1 L————— " TYP.ANCHOR TYPE, PLATE AT / a3 PER STILE,LOCATED AT CENTERLINE AND 6", EMBEDMENT AND ANCHOR CRY / HORIZONTAL SECTION(XXX SHOWN) _ 9"&12"FROM ENDS(FACTORY INSTALLED). EDGE DISTANCE PER LOCATION `i DETAIL D2 �� DET�AIL SUBSTRATE,SEE DETAIL C B2 TABLE A,SHEET 1& DETAIL A2 INTERLOCK 2 INTO MASONRY ——\ � NOTE 3,BELOW 2X WOOD BUCKSTMP OR 1NrozXWDOD FACINGINr. REQUIRED IF DOOR EMBEDMENT FRAMING,SEE ANCHOR 19 DAYLIGHT 21 HEIGHT IS OVER 1. NOTE 3,SHEET 1 OPENING 91 1/4"MAX 4 WIDTH22 o •• EDGE I I Tr�EaI°R I PRODUCT REVISED 7 1 I q DISTANCE I I e�na�g Coa with the Florida L� NO"o. 20-0429.05 TYP.ANCHOR TYPE, p SEE NOTE 9,THIS SHEET I I EMBEDMENT AND RO OD Expiration Date:0411412021 ze zs EDGE DISTANCE PER d B3 23 9 TYP.ANCHOR TYPE, I I By:_I5-7 r.-1/. SUBSTRATE,SEE s EMBEDMENT AND p Miami-Dade Product Control TABLE A,SHEET 1& 31 q o p ° EDGE DISTANCE NOTE 3,BELOW ,' PER,• SEE TABLE SHEET �od EDGE1&NOTE 3,BELOW DISTANCE (4)THRU KEEPER®� d 1 EXTERIOR tiuiinlui`.. 3.5.O.C.,SEESHEETI9 L G ---- J 1/4"MAX. PANEL WIDTH CONCRETE/CMU PER ASTRAGAL MAY BE ANCHOR REQUIREMENT INSTALLED IN EITHER EMBEDMENT HORIZONTAL SECTION.(XO SHOWN) FIXED PANEL CLIP& INTERIOR OR 11111 I r r r�i NOTES ANCHORS,SEE EXTERIOR DIRECTION. ���`�ONY LYNN9'�'�i� 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. REINFORCEMENT TYPES(SEE NOTE e,THIS SHEET) DETAIL SHEET 19 ALL PARTS IDENTICAL. ;`��,.•'4�cENSF �! .' 2)REFER TO ANCHOR NOTES,SHEET 1. :• c1` FOR ALL LOCKSTILES, •.� 3)SEE SHEET 13 FOR ANCHOR LOCATION&SPACING,FOR ASTRAGALS,FIXED _*; Na,58705 ANCHOR QUANTITIES,SEE TABLES 1&Z STILESAND zo ze VINYL SLIDING GLASS DOOR NOA(LM) 10105/15 _ 4)CONTINUOUS ANCHOR PLATE,ITEM#8,IS REQUIRED AT ALL HORRONTAL RAILS _ 9: G FRAME ANCHOR LOCATIONS. INSTALLATION,HORIZONTALX-SECT.1t J ROSOWSKI �� •• �O �� 5)PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD-ON. ® %O�''• TE F f- FOR( B)NO CHANGES THIS SHEET. ��.03/23/20 (� �CORIOP.•''-��� 6)SEE TABLES 1 8 2 FOR REINFORCEMENT REQUIREMENTS.ALL INTERLOCKS j O O ,�S' 0�� REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF ONLY l 1070 TECHNOLOGY DR '�iS�ONAL I�� THE EXTRUSION.REFER TO TEST REPORTS FOR EXACT DIMENSIONS. N.VENICE,FL 34275 QQ 7)SEE SHEET 20 FOR SCREEN DETAILS. STANDARD HO (941}480-1600 SGDS570 NTS 3 OF 21 $ MD-5570.0 91 g A.LYNN MILLER,P.E. REGI @3R298 P,EM b5705 DETAIL E1 TYP.ANCHOR TYPE,EMBEDMENT DETAIL E2 IDETAIL IDETALE41 IMfO MASONRY AND EDGE DISTANCE PER INTO WOOD INTO MASONRY INTO METAL DARE APPROVED MULLION,FBC IX 9UCKSSRIP SUBSTRATE,SEE TABLE A,SHEET COMPLIANT ALUMINUMISTEEL 1&NOTE 3,THIS SHEET 2X WOOD SUCKSTRIP OR Typ ANCHOR TYPE,EMBEDMENT FRAMING OR STEEL STUD.MAY CONCRETE/CMU EDGE FRAMING,SEE ANCHOR AND EDGE DISTANCE PER CONCRETE/CMU PER BE VERTICAL OR HORIZONTAL. PER ANCHOR DISTANCE NOTE 3,SHEET 1 SUBSTRATE,SEE TABLE A,SHEET ANCHOR REQUIREMENT SEE SUBSTRATE PROPERTIES, REQUIREMENT �. EDGE 1&NOTE 3,THIS SHEET EDGE TABLE A,SHEET 1 DISTANCE DISTANCE :. : .•+•s EMBED- I• EDG@ DISTANCE '• MENT EMBEDMENT ` EMBEDMENT EMBEDMENT 1/4"MAK a 1/4"MAX. 1/4"MAX ° 1/4"MAX. ° 1/4"MAX. 1XOR2XWOOD ° SUCKSTRIP,SEE 6° ANCHOR NOTE 3, a a TYP.ANCHOR TYPE,EMBEDMENT AND TYP.ANCHOR TYPE,EMBEDMENT AND SHEET 1 EDGE DISTANCE PER SUBSTRATE,SEE EDGE DISTANCE PER SUBSTRATE,SEE TABLE A,SHEET 1&NOTE 3,THIS SHEET TABLE A,SHEET 1&NOTE 3,THIS SHEET a FOR NOTES DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. n LO _LA 5. 2)REFER TO ANCHOR NOTES,SHEET 1. FlxED STILES 3)SEE SHEETS 11&12 FOR ANCHOR LOCATION&SPACING, AND V IZ HOO 'U #8 X 3/4"SMS REINFORCEMENT FOR ANCHOR'QUANTIT15S,SEE TABLES 1&2. DLO WIDTH=NOM.PANEL WIDTH-8-9/16" SCREW;3 PER RAIL,LOCATED AT 4 CONTINUOUS ANCHOR PLATE,ITEM#8,IS REQUIRED AT DLO HEIGHT=DOOR HEIGHT-11-1/18" ANCHOR PLATE AT RM.s ) EVERY ANCHOR CENTERLINE AND 9"FROM ENDS ALL FRAME ANCHOR LOCATIONS. PANEL HEIGHT=DOOR HEIGHT-2-11T LOCATION (FACTORY INSTALLED) 5)SEE SHEET 20 FOR SCREEN DETAILS. DAYLIGHT 25 6)SEE TABLES 1&2 FOR REINFORCEMENT REQUIREMENTS. OPENING FRAME PANEL ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL HEIGHT HEIGHT NHS, HEIGHT SILL RISER LENGTH OF THE EXTRUSION.REFER TO TEST REPORTS FOR PRODUCT REVISED THIS SHEET VARIES WITH EXACT DIMENSIONS. as complylag with the Florida REQUIRED auIldlna code NOA-No. 20-0420.OS O EXTERIOR POSITIVE Eapimtlon Date:04/1412021 DESIGN 82 �` PRESSURE, .390 1-----77 BY"—I.—, I.Z'6_ . FJMRIOR at oR ez SEE SHEETS .390—►1 k•�- T MIamFDatle Product t:oMml 7&S. .3907---►-1 F� a 25 OR 2e L-1 390 T 2.947 IW MAX as A42 SHOWN I1_1 ' �-� 1.793 2.370 T 3.464 4.041 GROUTAS a 42 F43-46ALSOAPPLv 8 2,gg7 NEEDED,SEE 73 60 1.917 ANCHOR NOTE p —f 5,SHEET 1 e U z 1/4"MAX 72 ° 2412"=TOTAL .060 060 .060 .060 -j o Q H SILL HEIGHT SILL RISER SILL RISER SILL RISER SILL RISER d C=7 t az as µ as ��Illlnlnr C�ani (2-112"TOTAL (3 112"TOTAL (4-1/18"TOTAL (4 5/8"TOTAL �•�`NY LYNr�f SILL HEIGHT) SILL HEIGHT) SILL HEIGHT) SILL HEIGHT) `�� O ��OENs����! EMBED :,Y. f ;: 4:,• EMBEDMENT EDGE 2:' MENT '•.;... •'i (STANCE r s s VINYL SLIDING GLASS DOOR NOA(LM) 10105/15 i N0.5g705 - EDGE TYP.ANCHOR TYPE, TYP.ANCHOR TYPE, INSTALLATION,VERTICAL XSECT. J ROSOWSKI = '•1J1 :i ; DISTANCE EMBEDMENTAND 2X WOOD BUCKSTRIP OR EMBEDMENTAND ® ;�y �d 4(1 EDGE DISTANCE FRAMING,SEE ANCHOR EDGE DISTANCE O F CONCRETE/CMU PER SUBSTRATE, NOTE 3,SHEET 1 PER SUBSTRATE, B)NO CHANGES THIS SHEET. 03/23/20 c� FtoRIOP,, ��� PER ANCHOR DETAIL F1 E TABLE A, DETAIL F SEE TABLE A, 1070 TECHNOLOGY DR EC���� REQUIREMEN INTO MASONRY S IS S 1&NOTE 3, V SHEET I&NOTE 3, N.VENICE,FL 34275 11,,ZONAL `� HIS SHEET Irmo WJOD THIS SHEET (941)1180-1600 SGD5570 NTS 4 OF 21 MD 5570.0 �� B A LYNN MILLER,P.E. REGIaiRAT10N R9Q.9e P.EWS"m 2 4 ao�7�o 7, INTERIOR 35 INTERIOR n_ 71 ,B (28 q)THR 2 U KEEPER 0 9 �`2�J�O R 89 88®MAX 3.5-O.C., 25 OR 28 37 98 MAX 18.5"O.C. INTERIOR SEE SHEET 19 3B ' � INTERIOR DETAIL H2 p EXTERIOR EO' DO BB 34 O C.,SEE S EET 19 OUTSIDE CORNER �❑ 1t qp G d 90'39 4 a D 33 �� e9 INTERK)R 25 .5 28 5-I 94 MAX 18.5"O.C. CN ❑� EXTERIOR \� � EXTERIOR 26 28 135° ID n 99 39 c DETAIL G1 IF DETAIL H1 +��� ❑� 135• LS �O•P I MAX 18.5'O.C.9q I�I,I IN59JE CORNER OD INSIDECORNER &-/ d oI r EXTERIOR INTERIOR q, 99 ®MAX 35EO.C.. e9 RIOR . \v+ 1 SEE SHEET 19 LA ,9 OPRODUCT REVISED as complying with the Florida Building Code NOA-No. 20-0429.05 �OO 135° Expiration Date:A411 412 0 21 Q INTERIOR By-_1.lswz 1.z4... Mlaml-Dade Product Control 2 IA NOTES 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. O 2)SEE SHEETS 14&15 FOR ANCHOR LOCATION&SPACING,FOR ANCHOR zs 0 2e �0 QUANTITIES,SEE TABLES 1&2. ��� 33 3e 3)CORNER ASTRAGAL MAY BE EITHER TO THE INTERIOR OR EXTERIOR, �`` N��Y�NRj/�'•�� 35 DEPENDING ON CONFIGURATION. `��P��.•' �TCENSF'•�(� MAX 18.6"O.C. '• ND.58705 (+)THRU KEEPER Q MAX BB10 BexrERloR VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 = *:• 3.5"O.C.,SEE SHEET 19 -'0 DETAIL G2 CORNER ASTRAGALHORIZ.X-SECT. J ROSOWSKI =70 4` I � 135' ® �0,�'•. ATE F (G` OUTSIDE CORNER B)NO CHANGES THIS SHEET. �$ 03/23/20 '��OR11�.P••��\?: 1070 TECHNOLOGY DR ONALIE,,.` N.VENICE,FL 34275 REGISTRATION 0 SGD-5570 NTS 5 OF 21 Jill MD-5570.0 X� B a LYNN0587 5 PE. REGISTRATION Y297Be P.Ed 68705 OPTIONAL NON- IDETAIL 11DETAIL 12 I INTO MASONRY INTO MASONRY STRUCTURAL ANCHORS FOR CONCRETE/CMU INTERIOR POCKET 21 EDGE PER ANCHOR JAMB INTIM1011 91 TYP.ANCHOR TYPE,EMBEDMENT DISTANCE REQUIREMENT AND EDGE DISTANCE PER SUBSTRATE,SEE TABLE A,--\ INTERIOR POCKETS MUST SEE FIG 1, 0 • THIS SHEET FIGURE 1,OffERLOCKS AT POCKETS: SHEET I&NOTE 3,BELOW INCLUDE A NON-STRUCTURAL, FOR DOOR HEIGHTS 96"AND LESS: FRAME JAMB TO REDUCE THE 10 OPT. POSSIBILITY OF WATER 21 ANCHOR le OpIr. EMBEDMENT INFILTRATION. 14"MAX il - 1, '" :4 17 POCKET BY OTHERS,SEE P117. NOTE 6 BELOW. REI ME EXTERIOR OPT. 1/4"MAX FOR DOOR HEIGHTS OVER 96" ANCHOR 10 97 EXTERIORTHIS TYP.ANCHOR TYPE,EMBEDMENT EXTERIOR CONCRETE/CMU SE E FIG E1r. SHE 31 30 MAX O.C. EDGE PER ANCHOR AND EDGE DISTANCE PER L & zr SUBSTRATE,SEE TABLE A,SHEET 1 DISTANCE REQUIREMENT &NOTE 3,BELOW INTERIOR POCKET EXTERIOR POCKET 22 91 21 TYP.ANCHOR TYPE,EMBEDMENT METAL TYP.,SEE ANCHOR NOTE AND EDGE DISTANCE PER 4,SHEET 1;ANCHOR LENGTH TO SUBSTRATE,SEE TABLE A,SHEET 1 BE A MIN.OF 3 THREADS BEYOND &NOTE 3,BE 2X WOOD BUCKSTRIP OR PRODUCT REVISED THE METAL SUBSTRATE EDGE as=%l FRAMING,SEE ANCHOR n:with the Florida Bu a EDGE OPT.ANCHOR NOTE 3,SHEET 1 NOA No. 20-0429.05 DETAIL 13DISTANCE L OPT.ANCHOR Expiration Date:04114/2021 INTO METAL EMBEDMENT BW —2 I 1 17 OPT. 17 FT. Miami-Dade Product Central EMBEDMENT LO EDGE 2X I. DISTANCE FRAMING, EDGE NC DISTANCE PT.1.1 114" f DETAIL 14 FXTFRIOR 114"MAX. MAX. INTO MOD 10 SEE FIG 1.31 SEE FIG 1. F-1 THISSHEET THIS SHEjFj 30 22 &R 27 EXTERIOR 21 91 111 f I) EXTERIOR POCKET LYNAJ EXTERIOR POCKET z' NOTES VINYL SLIDING GLASS DOOR NOA(LM) 10105115 No.58705 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. 2)REFER TO ANCHOR NOTES,SHEET 1. P-HOOK EXAMPLES,HORIZ.X-SECT. ll&'l J ROSOWSK]i 3)SEE SHEET 13 FOR ANCHOR LOCATION&SPACING,FOR ANCHOR QUANTITIES,SEE TABLES I&2. 0. TE 4)SEE TABLES 1&2 FOR REINFORCEMENT REQUIREMENTS. B)NO CHANGES THIS SHEET. 03/23/20 5)INTERIOR OR EXTERIOR POCKETS APPLICABLE FOR ALL INSTALLATION METHODS. 1070 TECHNOLOGY DR JAM 6)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS N.VENICE FL 34275 /1 10NAL AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. (941)4io-1600 RISGD-5570ST 111 NTJ S OF 21 Jill MD55100 Iid]. I'Ll'A'dIU,'I"'I%P.E REGISTRATION TABLE 1: Design Pressure(DP)and Anchor Quantities Required, (for all approved configurations on Sheet 2) Use this table for. Door Unit Height ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN Glass Types 1,1A,3 or 3A 80" 84" 96" PRESSURE,USING THE ANCHOR QUANTIES LISTED BELOW.SEE TABLE A. SHEET 1 FOR COMPLETE ANCHOR LIMITATIONS. Astragal Reinforcement#29 68-15116'DLO Height 72-15116"DLO Height 84-15/16"DLO Height THE MAXIMUM DP AT THESE ANCHOR QUANTITIES.ADDITIONALLY,THE LocksOle Reinforcement#25 or#26 Anchor Group Anchor Group Anchor Group MAXIMUM POSITIVE DP DUE TO THE SILL HEIGHT MUST ALSO BE Std.Intedock Reinforcement#27 A B C D A B C D A B C D CONSIDERED,SEE TABLE B1,THIS SHEET. M +60/-60 ps( +60/60 psf +BO/60 ps! #OF ANCHORS THROUGH THE HEAD&SILL.(EX:FOR C3+1,3 ANCHORS 165OC3+1 C3+1 C3 C3+1 C3+1 C3+1 C3+1 C3+1 q+1 C3+1 C3+1 C3+1 CLUSTERED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT 24" DLO5 5 5 5 5 5 5 5 5 5 5 5 MIDSPAN OF PANEL). Width TOTAL#OF ANCHORS THROUGH THE JAMB. 7 7 7 7 7 7 7 7 8 8 8 8 Design Pressure +60/-60psf +60/-60 psf +601-60psf THE# ANCHORS REQUIRED THROUGH THE P-HOOK, 2DLO DLO Head/Sill C3+1 C3+1 C3+1 C3+1 G3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 PERPENDICULAR TO THE GLASS. 30" Jamb 5 5 5 5 5 5 5 5 5 5 5 5 t Width g P-hook 7 7 7 7 7 7 7 7 8 8 8 8 DeslgnPressure +60/-60psf +60/-60psf +60/ AK 285l8'�J7 q+1 C3+1 q+1 q+1 q+1 q+1 q+i C3+1 q+1 q+1 q+1 +1 a 36" DLO PRODUCT REVISED Width 5 5 5 5 5 5 5 5 5 5 5 5 as comp%ing with the Florida 7 7 7 7 7 7 7 7 8 8 8 8 Building Code E NOA-No. 20-0429.05 z° _ Design Pressure +60/60psf +60/60psf +60/•6 Expiration Date:0411412021 345/8 Head/Sill C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 I C3+1 I C3+1 C3+1 42" DLO TABLE Bi: Width Jamb 5 5 5 5 5 5 5 5 5 5 1 5 1 5 Water-Limited FIG 1: Mlami-Dade Product control P-hoop 7 7 7 7 7 7 7 7 8 8 8 8 (+)Design Pressure OH LENGTH 405/8" Design Pressure +60/-60 psi +60/-6opsf +60/-60psf Sill Nom.SIII Max.(+)DP DLO Head/Sill C3+2 C3+1 C3+1 C3+1 C3+2 C3+1 C3+1 C3+1 C5+2 Riser Height Allowed C3+1 C3+1 C3+1 g DOOR ASSEMBLIES 48" Jamb 5 5 5 5 5 5 5 5 5 5 6 5 None 1-11/16° See Note 2 O Width INSTALLED WHERE THE P hook 7 7 7 7 7 7 7 7 8 8 8 8 42 i = OVERHANG(OH)LENGTH IS " = EQUAL TO OR GREATER THAN 43 3.1/2" +60•0 psi O THE OVERHANG HEIGHT IS USED IN EXAMPLE ON SHEET 9 44 ,H1 +60.6 psf EXEMPTED FROM WATER 45 4S/8" +60.0 psf INFILTRATION RESISTANCE. DLO WIDTH=NOM.PANEL WIDTH-7-3/8" DLO HEIGHT=DOOR HEIGHT-PANEL HEIGHT DOOR HEIGHT I 2/12" TABLE NOTES: ��<�•N,cENSF�!C��''� $1)IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 No.58705,EITHER TABLE 1 AND TABLE 131 DETERMINES THE WATER LIMITED(+)DP.2)IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1,A SILL DP&ANCHOR QUANTITY TABLE J ROSOWSKI® � � RISER IS NOT REQUIRED.IF SO,+DP'S SHOWN IN TABLE 1 MAY BE USED. B)CORRECTED DLO WIDTH. �� 032320 �d�• ATE F (V`' 3)SEE SILL RISER TYPES ON SHEET4. %,IFS•.`<oarot,. ���` 40 4)SHEET APPLIES TO 2,3 AND 4 TRACK CONFIGURATIONS. 1070 TECHNOLOGY DR 5)REFER TO ANCHOR NOTES,SHEET 1. N.VENICE.FL 34275 � '��S1+0 L 6)SEE SHEETS 11-18 FOR ANCHOR LOCATION&SPACING E941) 0 1800 W111SGD-5570 NTS 7 OF 21 1� MD-5570.0 �� B A L p EA5 70�5`P•E TABLE 2: Design Pressure(DP)and Anchor Quantities Required, (for all approved configurations on Sheet 2) ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN Use this table far. Door Unit Height PRESSURE,USING THE ANCHOR QUANTIES LISTED BELOW.SEE TABLE A, Glass Types 2 or 4 80" 84" 96" 108" 120" SHEET 1 FOR COMPLETE ANCHOR LIMITATIONS. Astragal Reinforcement#29 68-15/16"DLO Height 72-15/16"DLO Height 84-15116"DLO Height 96-15116"DLO Height 108-15116"DLO Height THE MAXIMUM DP AT THESE ANCHOR QUANTITIES.ADDITIONALLY,THE Lockstlle Relnforcement#25 Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group MAXIMUM POSITIVE DP DUE TO THE SILL HEIGHT MUST ALSO BE HD Interlock Reinforcement#28 A I B I C 1 D A I B I C ID A I B I C I D A I B I C I D A 1 B 1 C I D CONSIDERED,SEE TABLE B2,THIS SHEET. Design Pressure +100/-100 psf +100/-100 psf +100/-100 psf +60/-65 psf +60/85 psi #OF ANCHORS THROUGH THE HEAD&SILL.(EX:FOR C3+1,3 ANCHORS 16 5l8" Head/Snl C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+t CLUSTERED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT 24' DLO Jamb 5 5 5 5 5 5 5 5 5 5 5 5 6 6 6 6 6 8 g 6 MIDSPAN OF PANEL). Width TOTAL#OF ANCHORS THROUGH THE JAMB. P-hook 7 7 7 7 7 7 7 7 8 8 B 8 9 9 9 9 10 10 10 10 THE#OF ANCHORS REQUIRED THROUGH THE P-HOOK, Design Pressure +fool-loops( +100/400psf +100/-100psf +60/-65psf +60/-65psf PERPENDICULAR TO THE GLASS. 225O Head/Sill C5+1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 C5+1 C3+1 C5+1 C3+1 C3+1 C3+1 C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 PRODUCT REVISED 30' DLO as compgln with the Florida Width Jamb 5 5 5 5 5 5 6 5 5 5 7 5 8 6 6 8 6 6 6 6 Building to e P-hook 7 7 7 7 7 7 7 7 8 8 8 8 9 9 9 9 10 10 10 10 NOA-No. 20-0429.05 Design Pressure +100/-100psf +100/-100psf +100/400psf +60/-85psf +60/-65psf F�:pirotionDate:0 4/1 412 0 21 28516" FIG 1: By:_I s�z I.-14-- 36' DLO Head/Sill C5+2 C3+1 C5+1 C3+1 CS+2 C3+1 C5+1 C3+1 C5+2 C5+1 C5+1 C3+1 C5+1 C3+1 C3+1 C3+1 C5+1 C3+1 CS+1 C3+1 OH LENGTH Width Jamb 5 5 1 6 1 5 5 5 6 5 5 1 5 7 5 8 6 1 6 6 6 6 6 6 Miami-Dade Product control '5 P-hook 7 7 7 7 7 7 7 7 8 8 8 8 9 8 9 9 10 10 10 10 � DOOR ASSEMBLIES Design Pressure +100/-100psf +100/400psf +100/-100psf +60/-65psf +60/-65psf INSTALLED WHERE THE 34 518" Head/Sill C5+2 C3+2 C5+2 C3+1 C5+2 C5+2 C5+2 C3+1 C5+2 C6+2 C5+2 C3+1 C5+1 C3+1 1 C5+1 C3+1 C5+1 C5+1 C5+1 C3+1 w OVERHANG(OH)LENGTH IS a 42' DLO = EQUAL TO OR GREATER THAN Jamb 5 5 7 5 5 5 7 5 5 5 8 5 6 6 6 6 6 6 7 6 5 Width P-hook 7 7 7 7 7 7 7 7 8 8 8 a 9 9 9 9 10 10 10 10 O THE OVERHANG HEIGHT IS Design +100/-f00 f +100/-f00 sf +92/•92. f` +60/-65 f +60/-65 sf EXEMPTED FROM WATER z �8, kJ Ps P Ps Ps P INFILTRATION RESISTANCE. 48" DLO Head/Sill C5+2 C5+2 C5+2 C3+2 C5+2 CS+2 C5+2.C3+2 C5+2 C5+2 C5+2 C5+2 C5+2 C3+1 C5+2 C3+1 C5+2 C5+1 C5+2 C3+1 Width Jamb 5 5 7 5 5 5 8 5 5 5 9 5 6 6 7 6 6 6 8 6 P-hook 7 7 7 7 7 7 8 8 8 8 9 9 9 1 9 1 9 9 10 10 10 10 TABLE B2: Design Pressure +80/-80psf +60/-BOPS( +80/-80psf +60165psf +54.1/58L7psf Water Limited 465/8" HeadfSlll C5+2 C3+2 C5+2 C3+2 C5+2 C3+2 C5+2 C3+2 C5+2 C5+2 CS+2 C3+2 C5+2 CS+2 CS+2 C5+2 C5+2 C5+2 C5+2 C5+2 (+)Design Pressure 5V DLO Width Jamb 5 1 5 1 6 5 5 5 7 5 5 5 8 1 5 6 6 1 8 6 6 6 8 6 Sill Nom.Sill Max.(+)DP P-hook 7 1 7 1 7 7 7 7 7 7 8 1 8 8 1 8 9 1 9 1 9 9 10 10 10 10 Riser Height Allowed Design Pressure +801-80psf +80/-80psf +80/-80psf +59.1/-64ps/ +49.6/-93.7psf None 1-11116" See Note 2 501.0 Head/Sill C5+3 C3+2 C5+3 C3+2 C5+3 C3+2 C5+3 C3+2 C5+3 C5+2 C5+3 C3+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 C5+2 42 21/2" +38.7 psf 80" DLO Jamb 5 5 8 5 5 5 7 5 5 5 8 5 6 6 8 6 6 6 8 6 Width 43 3.1/2" +60.0 psf P-hook 7 7 7 7 7 7 7 7 8 8 8 8 9 9 9 9 10 10 10 10 44 4-1116' +80.0 psf `+/-100.0 PSF FOR ANCHOR GROUPS B,.C&D. 45 1 4-5/8" 1 +100.0 psf DLO WIDTH=NOM.PANEL WIDTH-7-3/8" DLO HEIGHT=DOOR HEIGHT-11-1116" vvvv'�IrYLYNrrrrrr� PANEL HEIGHT=DOOR HEIGHT-2-1/2" ` \O N/yj '�i� '�.•''�IGENSF e TABLE NOTES: VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 = No.58705 1)IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 2 -AND TABLE B2 DETERMINES THE WATER LIMITED(+)DP. DP 8 ANCHOR QUANTITYTABLE € J ROSOWSKI - o 'GMATE �p 2)IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1,A SILL ® 8 O F RISER IS NOT REQUIRED.IF SO,+DP'S SHOWN IN TABLE 2 MAY BE USED. B)CORRECTED DLO WIDTH. a 03/23/20 �'�F` '•.�<ORro F 3)SEE SILL RISER TYPES ON SHEET 4. S . 4)SHEET APPLIES TO 2,3 AND 4 TRACK CONFIGURATIONS. 1070 TECHNOLOGY DR �rrris�0/VAL 5)REFER TO ANCHOR NOTES,SHEET 1. N.VENICE,FL 34275 6)SEE SHEETS 11-16 FOR ANCHOR LOCATION&SPACING (941)-480-1600 SG -5570 NTS 1 8 OF 21 MD-5570.0 j B A LYNN MILLER,RE REGISTRATION/79288 P.Ep 58705 EXAMPLE: Q 3 PANEL,3 TRACK STRAIGHT CONFIGURATION-PXXX, FRAME JAMB REQUIRED INTERIOR CENTERLINE CENTERLINE SEE FIGURE BELOW FOR ADDITIONAL HEAD SPLICE I- INTERIOR MOUNT POCKET,48"X 84"NOM.PANELS, ®INTERIOR POCKETS of INTERLOCK f�'oP rNrERLOGc ANCHOR INFORMATION. LAMINATED,IG GLAZING,ANCHOR GROUP A IN WOOD SUBSTRATE, OF PAN LI CENTERLINE I CENTERLINE PROJECT DESIGN PRESSURE REQUIRED:+48.2/58.6 PSF MAX OF PANEL I OFPANEL2 OFPANEL3 POCKET BY OTHERS,'SEE NOTES, SHEETS "+2' •+2"ANCHORAGE, 25 W MAX. S. ANCHORAGE, SHEET 12 "+2'ANCHORAGE, MAX. SHEET 12 CLUSTER FER—/ SHEET 12 SHEET 12 SHEET 12 END ANCHORAGE EXTERIOR SEE POCKET JAMB (MIN.1 ANCHOR) EXTERIOR SPLICE NOTE: INSTALLATION ON HEAD ANCHORAGE DETAILS 15 OPT.ANCHOR NON-STRUCTURAL ANCHORS MAY SHEETS TO AID IN BE ADDED IN-FIELD AS NEEDED TO Q PXXX(3-TRACK) ALIGNMENT ALIGN THE HEAD OR SILL IF A SPLICE OCCURS WITHIN A POCKET. SILL SPLICE INTERIOR CENTERLINE CENTERLINE SEE FIGURE BELOW FOR ADDITIONAL 6, OF INTERLOCK r OFINTERLOCK ANCHOR INFORMATION. MAXCENTERLINE CENTERLINE CENTERLINE • OF PANEL OF PANEL OF PANEL POCKET BY"U;R; EXTERIOR INTERIOR OTHERS,SEENOTE 8, 0 0 0SHEEiB "s2" '+2•ANCHORAGE, 2253I8"MAX• g"CHORAGE, JSHEETII "+2"ANCHORAGE, MAX.SHEET11 CLUSTER 'p•CLUSTER, SHEETII12'MAX. 21.6" SHSENDANCHORAGEEXTERIOR . SEE POCKETJAMB' (MIN.I ANO.C. ® INSTALLATIONON SILL ANCHORAGE DETAILS ID INTERIOR POCKETS SHEETS 1)KNOWING THE PRODUCTS REQUIREMENTS,SCAN THROUGH TABLES 1&2 PXXX(3-TRACK) PRODUCT REVISED FOR A DESIGN PRESSURE THAT MEETS OR EXCEEDS THE REQUIREMENT OF Build n9 Coaewlu,the Florida +48.2158.6 AT A NOM.PANEL SIZE OF 48"X 84".FROM TABLE 1,SHEET 7,THE END PANEL ANCHOR EXCEPTION: NOA-No. 20-0429.05 DESIGN PRESSURE IS+60/-60 WHICH EXCEEDS THE PROJECT DESIGN DISTANCE TO NEXT CLUSTER Expiration Date:0411412021 PRESSURE REQUIREMENTS. TO BE 25-318.O.C.OR LESS By:_I s:�••z 1•Lb„�. FOR WOOD INSTALLATION USING ANY Head/SIO C3+2 MIamI-0ade Product Control ANCHOR IN GROUP A(SEE TABLE A),TABLE Jamb 15 1 SHOWS ANCHOR REQUIREMENTS OF: P-hook 1 7 2)ANCHOR LOCATION DETAILS,CAN BE FOUND ON: 6'MAX HEAD(CLUSTER ANCHORS):SHEET 12 FOR THE"C3"CLUSTER ANCHORS AT CENTERLINE OF END PANEL OPT,ANCHOR 6" THE INTERLOCK/ASTRAGAL. FOR SILL(SHOWN)AND HEAD,ANCHORS AT THE To AID IN —i HEAD(INTERMEDIATE ANCHORS):SHEET 12 FOR THE"+2 ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY REQUIRED IF THE ALIGNMENT T MIDSPAN OF EACH PANEL O.C.DISTANCE TO THE NEXTANCHOR CLUSTER IS OVER P-HOOK JAMB SILL(CLUSTER ANCHORS):SHEET 11 FOR THE"CT'CLUSTER ANCHORS AT 253/8",OTHERWISE ANCHORS ARE NOT REQUIRED AS ANCHORAGE ANCHORAGE THE INTERLOCKJASTRAGAL.SILL(INTERMEDIATE ANCHORS):SHEET 11 FOR THE"+2 ANCHORS AT THE PER THE FIGURE ABOVE: `���O�Y LYAJ/(i�9j DETAILS DETAILS `���:.• 1LCEN�F !l8` MIDSPAN OF EACH PANEL. � JAMB:5 ANCHORS,SHEET 13 FOR GEN.LAYOUT. VINYL SLIDING GLASS DOOR NOA(LM) 1O/05/15 No.58705 FOR PRODUCT REFERENCES,ALSO SEE: P-HOOK;7 ANCHORS,SHEET 13 FOR GENERAL A)SHEET 2 FOR ALLOWABLE CONFIGURATIONS AND EXACT LAYOUT. STRAIGHT DOOR EXAMPLE J ROSOWSKI D G LOCATIONS OF CROSS-SECTION DRAWINGS, - B)SHEET 10 FOR SPECIFIC GLAZING TYPES. =7J ' 0 a� 3)INSTALLATION DETAILS INTO WOOD CAN B)NO CHANGES THIS SHEET. 03/23/20 '��` ArE F =�� D)SHEETS 4&118 FOR EXTRUSION CROSS-SECTION DRAWINGS.C)SHEET 17 FOR ALLOWABLE PANEL TYPES AND CALL NAMES. BE FOUND L: 1070 TECHNOLOGY DR a '�,�FsS HEAD&SILL:SHEET4 N.VENICE,FL 34275 �a I 1� E)SHEET 19 FOR INSTALLATION OF ADDITIONAL ACCESSORIES. JAMB:SHEET 3 1;�NAL 11111 F)SHEET 21 FOR A BILL OF MATERIALS. P-HOOK:SHEET 6 (941 H8( 1800 SGD 5570 NTS 9 OF 21 �5570.0 9� B A,LYNN MILLER P.EREGISTRATIONREA 58M 1-1/18•NOM. 3/16"HS GLASS /3/16""HS GLASS 3116"/ / 5 GLASS 3116•HS GLASS 3116"ANN GL SS 75 76 .090"PVB .090"PVB .090"SG 7/16"AIR SPACE 77 78 3/16"ANN GLASS pAINTEO/ 3/16"HS GLASS 3/16"HS GLASS 3/16"T GLASS PAINTED/ PAINTED! PAINTED/ OLAMINATED O LAMINATED LAMINATED 82 O ea LAMINATED en O et SURFACE BO o et SURFACE OOR 91 SURFACE SURFACE EXTERIOR ,— —— \ a EXTERIOR ,— —— (�EMRIOR ,— —— a EXTERIOR GRODUCT IS LAZED•IF OAMIS R- I I PRODUCT IS ID(TERIOR- I I PRODUCT IS"EXTERIOR- I I PRODUCT IS'EXTERIOR- 7/6"NOM. GLAZED"IF 980�11S 7/8"NOM. GLAZED"IF#81F81 IS 718"NOM. GLAZED•IF#82-831S 7/8'NOM. TOWARDS THE EXTERIOR.I I GLASS TOWARDS THE EXTERIOR I D I GLASS TOWARDS THE EXTERIOR I D I GLASS TOWARDS THE E TERIOR I D I GLASS SITE I I BTTE I I SITE I I BITE <3 I RfOR I a INTERIOR I a INTERIOR I a INMIOR PRODUCT IS•INTERIOR- I I PRODUCT IS'INTERIOR- I PROOUCTIS'INTERIOR- I PRODUCT IS 2-831 IOR- I I GLAZED'IFII80A11S I 76 GLAZED"IF900�115 I 76 GLAZED'IFP80.8115 I n GLAZED"IFR82�:115 I 7e TOWARDS THE INTERIOR I TOWARDS THE INTERIOR I TOWARDS THE INTERIOR I TOWARDS THE INTERIOR. am SEENa-2, 85 SEE NOTE SEE NOTE 2, SS SEE NOTE 2. ' THIS SHEET THIS SHEET THIS SHEET THIS SHEET GLASS TYPE 1 GLASS TYPE 1A GLASS TYPE 2 GLASS TYPE 3 "ANN"=ANNEALED "HS"=HEAT STRENGTHENED SILICONE HOT-MELT BUM 'T'=TEMPERED STRUCTURAL 1-1/16"NOM. 1-1116"NOM. "PVB"=.09D"TROSIFOLS PVB INTERLAYER SILICONE 3116"HSGLASS 3/16"HS GLASS srRuc,U 1/4'NOM. FOAM 3/16"NOM. BY KURARAY AMERICA INC. POLYISOBUTYLENE WITH .oso•PVB �.oso•SG "SG"_.090"SENTRYGLASS INTERLAYER VNTH DESICCANT DESICCANT 3/16"HS GLASS 75 76 3/16"HS GLASS T5 78 BY KURARAYAMERICA,INC. EXT.GLASS EXT.GLASS 7/16"AIR SPACE 77 78 7/16"AIR SPACE 77 70 3116'TGLASS 3/16"TGLASS PRODUCT REVISED PAINTED/ PAINTED/ as complying with the Florida so 83 LAMINATED r;.1 sy LAMINATED Building lode SURFACE `- SURFACE NOA-No. 20-0429.05 INT.GLASS INT.GLASS a EXTERIOR / a EXTERIOR Expiration Date:0 4/1 412 0 21 PRODUCT IS-EXTERIOR- PRODUCT 6S•EXTERIOR- By:—Ise.- IG/„"�. KODISPACE SUPER GLAZED"IF F62-631S I I 7/8"NOM. GLAZED"IF 982.831S I D I -m NOM. Miami-Dade Product Contra 7S 76 ® TOWARDS THE EXTERIOR.I D ! GLASS TOWARDS THE EXTERIOR 4SG TPS SPACER NXT I I SITE O I SITE aINTERIOR I (�INTERIOR ALUMINUM PRODUCT IS'INTERIOR- I PRODUCT IS"INTERIOR- REINFORCEMENT pOLYISO- DESICCANT FILL AREA GLAZED•IF882-WIS I 78 GLAZED'IF IT82-831S I I 78 BUTYLENE TOWARDS THE INTERIOR. TOWARDS THE INTERIOR. 5/18•NOM. SEAL 5l16"NOM. � I BUM 8 SILICONE SEAL SEE NOTE 2 SEE NOTE 2, es ROLL-FORMED THIS SHEET THIS SHEET �����N�LYfVN DESICCANT 1 u I' I l r r r FOAM STAINLESS STEEL GLASS TYPE 3A GLASS TYPE 4 EXT.GLASS NOTES: '��.•'.......... � EXT,GLASS 1)BACKBEDDING SURFACES SHALL NOT BE PAINTED OR LAMINATED. VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 =T} No.58705 INT.GLASS INT.GLASS 2)PRODUCT MAY BE EITHER GLAZING DETAILS .£ J ROSOWSKI' of INTERIOR OR EXTERIOR GLAZED, p ' 'ZO /l/� n DURASEA0 76 XL EDGE" PROVIDED THAT THE"HS"SURFACEj�_37 B)NO CHANGES THIS SHEET. JAI I 03/23/20 SPACER SPACER OF A LAMINATED GLAZING UNIT IS i��SS'••••••� ADHERED TO THE GLAZING LEG. 1070 TECHNOLOGY DR �� �i,,IO T NAI-N.VENICE,FL 34275 (941)A80-1600 SGD-5570 NTS 111 10 OF 21 JJ11 MD-5570.0 9 B A LYNN MILLER,RE REOISTRATIONtt762BB P.EI{587X15 SILL CLUSTER ANCHORS LAYOUT: SILL 11+I'INTERMEDIATE ANCHORS LAYOUT: ASTRAGALOR ASTRAGAL OR INTERLOCK INTERLOCK— PANEL CENTER UZ PANEL CENTERLINE 4" CENTERLINE 4" CENTERLINE 4" CENTERLNE 4" EXTERIO EXTERIOR EXTERIOR EXTERIOR EXTERIOR 2-TRACK CLUSTER'C3" 1' 2-TRACK CLUSTER"C6" `ul 2-TRACK INTERMEDIATE 2-TRACK INTERMEDIATE v ANCHOR LOCATIONS ANCHOR LOCATIONS 2-TRACK INTERMEDIATE 2-TRACK LOCATION '+2"ANCHOR LOCATIONS. "+3"ANCHOR LOCATIONS ASTRAGAL OR ASTRAGAL OR INTERLOCK INTERLOCK PANEL PANEL CENTERLINE 4 CENTERLNE 4" CENTERLINE CENTTRUNE CENT 4" PANEL 4" ERLINE. 41 0 0 0 EXTEnRIOR —r-I 3.22" EXTERIOR 3.22" EXTERIOR EXTERIOR 3.22" EXTERIOR —••I 3.22" fl 3-TRACK CLUSTER'C3' '� 3-TRACK CLUSTER"C5' 3-TRACK INTERMEDIATE 3-TRACK INTERMEDIATE 3-TRACK INTERMEDIATE ANCHOR LOCATIONS ANCHOR LOCATIONS "+I"ANCHOR LOCATION "+2"ANCHOR LOCATIONS "+3'ANCHOR LOCATIONS ASTRAGAL OR ASTRAGAL OR INTERLCENTERLINE INTERLOCK CENTERLINE PANEL PANEL Q" CENTERLINE 4" CENTERLINE CENTERLINE 4" 0 0 0e• 0 0 EXTTEERyIOR 3.22" EXTERIOR 5q-9-7" EXTERIOR v 4-TRACK CLUSTER ID _n EXTERIOR OR 3.22" 4-TRACK CLUSTER 4-TRACK INTERMEDIATE v 4-TRACK INTERMEDIATE v 4-TRACK INTERMEDIATE 'C3"ANCHOR LOCATIONS "CS ANCHOR LOCATIONS '+1'ANCHOR LOCATION "+2"ANCHOR LOCATIONS .+3"ANCHOR LOCATIONS NOTES: FIGURES PTRTAM TO THE FOLLOWMD SILL 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. NOTES: INTERMEDIATE ANCHOR LOCATIONS 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2)TRACK-TO-TRACK W2-375- 2)TRACK-1 TRA 5"CK DISTANCE IS 2.375" DISTANCE IS 2.37 t2.376' FOR ALL SILLS: FOR ALL SILLS: PRODUCT REVISED �TIil II IN 1IN,'/ Heed/SIII 1 as Complying with the Florida 0j1Y LYNN Jamb 5 Building Code ....,,Q� FIGURES PERTAIN TO THE FOLLOWMO SILL P•hODk 7 NOA-No. 20-0429.05 : -Jam,•'-'�-ICEN,SF•.�(� ctusrERANCNroaLocATloNs: Expiration Date:04/14/2021 Q' .1 ?r No.58705 VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 .is„� _ n MlamHDado Product Control 8� J ROSOWSK ANCHOR LOCATIONS A I T =�0 aE r• B)NO CHANGES THIS SHEET. 03/23/20 ,S •.`..... . N Head/Sill 1 1070 TECHNOLOGY DR �$ ��' �ONAL I�N�\�� N.VENICE,FL 34275 P hook 7 (941)48D-1500 SG0.5570 NTS 11 OF 21 MD 5570.0 B A LYNN MILLER,P.E. REGIsrRA 80-1629B P.E.A 6M HEAD CLUSTER ANCHORS LAYOUT: HEAD"+"INTERMEDIATE ANCHORS LAYOUT: ASTRAGAL OR ASTRAGAL OR PANEL PANEL .INTERLOCK 4^ INTERLOCK 4" PANEL CENTERLINE 4" CENTERLINE 4" CENTERLINE CENTERLINE CENTERLINE EXTERIOR 3.22^ EXTERIOR 3.22" EXTERIOR EXTEnRIOR 3.22" EXTERIOR $•�" 2-TRACK CLUSTER"03" V 2-TRACKCLUSTER'C5" 15 2-TRACK INTERMEDIATE �J 2-TRACK INTERMEDIATE V ANCHOR LOCATIONS ANCH011 LOCATIONS +3 M1CCHOR LOCATIONS• ANCHOR LOCATION •+2'ANCHOR LOCATIONS ASTRAGALOR ASTRAGAL OR PANEL INTERLOCK INTERLOCK PANEL PANEL CENTERLINE CENTERLINE 4„ CENTERLINE 4" CENTERLNE CENTERLINE 4 75„ 4" EXTERIOR EXTERIOR 3.22" EXTERIOR EXTERIOR EXTERIOR —� 3.22" 3-TRACK CLUSTER•C3' 'D 3-TRACK CLUSTER'C5" V 'Tt"ANCHOOINTERMEDIATE Lf 5OCADTION Y ANCCHOR LOCATIONS �RMEDIATE ' -T AN K INTERMEDIATE ANCHOR LOCATIONS ANCHOR LOCATIONS 't3'ANCHOR LOCATIONS ASTRAGAL OR ASTRAGALOR PANEL PANEL PANEL CENTERLINE CENTERLINE INTERLOCK 4" INTERLOCK-- 4" CENTERLINE CENTERLINE CENTERLINE 4.. EXT2IE--IRy1MR3. EXTERIOR 3.22" EXTERIOR EXTERIOR EXTERIOR 3.22" v 4-TRACK CLUSTER 4-TRACK INTERMEDIATE 4-TRACK INTERMEWITE•7 4-TRACK INTERMEDIATE•+3- 4-TRACK CLUSTER •�7•ANCHOR LOCATION ANCHOR LOCATIONS ANCHOR LOCATION 'C3'ANCHOR LOCATION 'WANCHOR LOCATION NOTES: FIDIRE6 PERTADI TO THE FOLLOWING HEAD 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. INERMEDUTE ANCHOR LOCATIONS NOTES: 2)TRACK-TO-TRACK 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. DISTANCE IS 2.375" 2.375" 2)TRACK-TO-TRACK FOR ALL HEADS: DISTANCE IS 2.375" 2.375" FOR ALL HEADS: PRODUCT REVISED Head/SII 1 as eompying with the Florida �.�`AkV LY/V/V Jamb 5 gullding Code /� FIGURESLUSTERIANCHDR FOATION&HEAD NGA-No. 20-0429.05 ;� �``,••• '" cwsTERANCHORLocnnoHs P-hook 7 LIGCNS'••.0 Expiration Date:04/1412021 VINYL SLIDING GLASS DOOR NOA(LM) $ 10/05/15 ®y—'"'i'-'4— =TC:'N No.59705 Miami-Dade Product Control ANCHOR LOCATIONS B 8il J ROSOWSKI �i ® �0�'•. TATE 41. B)NO CHANGES THIS SHEET.03/23/20 H�mbill C51 1070 TECHNOLOGY DR � � ii10NALAO"L`�` F.:goR 7 N.VENICE,FL 34275 R 1)�Bc0 1 SGD5570 NTS 12 OF 21 R i MD-5570.0 A B ALPMILLER,P.E. P-HOOK ANCHORS LAYOUT: JAMB ANCHORS LAYOUT,(PARTIAL VIEW): FIGURES PERTAIN TO THEFOLLOHRIGJAMB ANCHOR LOCATIONS: El -a 2.375" IL— 4.75" 7.125" 6" MAX. L— UA 21.6" 21.6" 21.6" Head/Sill C3+1 Jamb 5 MAX' MAX. MAX. P-hook 7 O.C. EXTERIOR O.C. EXTERIORO.C. EXTERIOR OPT.ANCHOR TO AID IN ALIGNMENT NOTES: 1)STANDARD ANCHOR LOCATIONS SHOWN. FOR 3 AND 4-TRACK JAMBS,ANCHORS MAY 6" 6" 6" BE LOCATED IN ANY ADJACENT TRACK MAXI MA�X� MAX (SIMILAR TO THE 2-TRACK JAMB)AS I 2 TRACK FRAME I 3-TRACK FRAME 4-TRACK FRAME REQUIRED MEET MIN.EDGE DISTANCE CONSTRAINTS.IN CASE OF AN ODD T JAMB ANCHORS JAMB ANCHORS JAMB ANCHORS NUMBER OF ANCHORS,THE MAJORITY MAY BE TOWARD THE INTERIOR OR EXTERIOR. 12" MAX JAMB JAMB JAMB (3)WEEP NOTCHES PER END @ 1"X.500" (4)WEEP NOTCHES (5)WEEP NOTCHES' PER END @ V X.500" PER END @ 1"X.500" SILL SILL EXTERIOR SILL (� EXTERIOR EXTERIOR B"MAX (3)TRACK WEEP HOLES EVERY 24"@ 1.125"X.190";_f (6)TRACK WEEP HOLES OPT.ANCHOR (1)WEEP NOTCH EVERY EVERY 24"@ 1.125"X.190";,� — (ER TRACK WEEP HOLE";_ TO AID IN 24"@ 1.375"X.500" (1)WEEP NOTCH EVERY EVERY WEEP 24"@ OTCH1.125"X.190'; ALIGNMENT 24"@ 1.375"X.500" (1)WEEP NOTCH EVERY 24"@ 1.375"X.500" NOTES: 1)SEE TABLES 1&2 FOR EXACT QUANTITY SILL WEEPHOLE LAYOUT(2,3&4 TRACKS) �PRODcom CT REVISED i orma �. 1�YILY,�N'�'���� OF ANCHORS REQUIRED IN THE P-HOOK. 0 FIGURES PERTOOO TOTHE FOLLO NO POCKET JAMB NOIA-No.Code 20-0429.05 a� �-IctNSF -H ANCHOR LOCATIONS: Q`: ••��i' Expiration Date:2411412021 NG.58705 VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 I L` Mlamt-Dade Product Control ANCHOR LOCATIONS C 14 J ROSOWSKI Ofi'. nTe w� �C7 ® B)NO CHANGES THIS SHEET. 03/23/20 ss;•F...... t..•' �r� � Head/Slit C3+1 ',11C)NAL Jamb 5 1070 TECHNOLOGY DR �� rrrrrrIIIIOk' P-hook 7 N.VENICE,FL34275 (941)A80-1600 SGD-5570 NTS 111 13 OF 21 MD-5570.0 1 B A LYNN MILLER,P.E. REGISTRATIONF19M P.EC 68705 HEAD 90°CORNER CLUSTER ANCHORS LAYOUT: SILL 90°CORNER CLUSTER ANCHORS LAYOUT: FOLL O�CORNER THE ANCHOR LOCATIONS 90° ° II 4" 4" 4" 4, 144, 4" 4" 4" 4" IV HeadlS111 1 0 o Jartlb 5 3.22" EXTERIOR 3•�"EXTERIOR 2•TRACK 90•CORNER 2-TRACK 90'CORNER P•hOOk 7 'C4'ANCHORLOCATIONS �f— -CO'ANCHOR LOCATIONS 15 2-TRACK90-CORNER EXTERIOR 2-TRACK 90'CORNER EXTERIOR - (USE WHERE-C3-IS SPECIFIED) (USE WHERE'CS'IS SPECIFIED) 'C4'ANCHOR LOCATIONS -CO-ANCHOR LOCATIONS �qq (USE WHERE-C3"IS SPECIFIED) (USE WHERE PCS'IS SPECIFIED) 9 M M M 1 0 4" 4° 4" PRODUCT REVISED 4" an complying with the Florida Building Code NOA-No. 20-0429.05 Expiration Date:04/14/2021 4" v 4„ 4,r 4„ 0 Miami-Dade Product Central EXTERIOR 3.2?" EXTERIOR 3.22" 3.2Z" 3-TRACK 90'CORNER �(�( 3-TRACK GO'CORNER nn "04'ANCHOR LOCATIONS V 'IC8-ANCHOR LOCATIONS V 3-TRACK 90'CORNER EXTERIOR 3•TRACKgVCORNER EXTERIOR (USE WHERE'C3'IS SPECIFIED) NSE WHERE-05'IS SPECIFIED) 'GI'ANCHOR LOCATIONS •CV ANCHOR LOCATIONS �L (USE WHERE'Cr 15 SPECIFIED) (USE WHERE-CS IS SPECIFIES)) vv 4" 4„ .�ENrs.������i ems• F•'•.(��� ND.58705 •� 4 TE 3.22" 4" 3.22" �c�`SS•��ORIOA..•'0 4•TRACK90-CORNER EXTERIOR 4-TRACKgD'CORNER EXTERIOR EXTERIOR EXTERIOR � ;ONAL 0, 'CA*ANCHOR LOCATIONS 'CS"ANCHOR LOCATIONS 4-TRACK 90-CORNER 4-TRACK DO•CORNER 11111 1 1 1 I I\ (USE WMERE'C3-IS SPECIFIED) (USE WHERE-05'IS SPECIFIED) 'C4-ANCHOR LOCATIONS •C8'ANCHDR LOCATIONS (USE WHERE'C3'IS SPECIFIED) (USE WHERE'CS'IS SPECIFIED) A LYNN MLLER.P.E. NOTES: P.Ea 58705 FIGURES PERTAN TO THE FOLLOWING?W CORNER 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. HEAD ANCHOR LOCATIONS: VINYL SLIDING GLASS,DOOR NOA(LM) 10/05/15 90" 2)DETAILS DEPICT ANCHOR QUANTITY AND SPACING,AND WOULD BE Head/SillSIMILAR FOR OUTSIDE(SHOWN)AND INSIDE CORNER CONFIGURATIONS. ANCHOR LOCATIONS 1) I& J ROSOWSKI 1 J�L - Iamb 5 3)TRACK-TO-TRACK k B).NO CHANGES THIS SHEET. AS 03/23/20 PalooK 7 DISTANCE IS 2.375" 2.375" 2.375" FOR ALL HEADS AND SILLS: 1070 TECHNOLOGY DR Al N.VENICE,FL 34275 (941)-480-1600 SGD-5570 NTS I 14OF21 Jill MD-5570.0 B ' REGHSTRATION�e HEAD 135°CORNER CLUSTER ANCHORS LAYOUT: SILL 135°CORNER CLUSTER ANCHORS LAYOUT: FOFlLLOO WN iERST6N�NBtMSILL ANCHOR LOCATIONS: 135 4" e4" sa ° Hd/Slll 1 3.27 EXTERIOR Jamb 5 any 4" 'G'ANCGHOR LOCATIONS 'CS"ANCHOR LOCATIONS EXTERIOR 4" .EXTEnFUOR P-hook 7 2-TRACK 135'CORNER 2-TRACK 13S CORNER 2-TRACK 135'CORNER V 2--TRACK 13S GARNER V (USE WHERE-C3"IS SPECIFIED) (USE WHERE'CS IS SPECIFIED) 'CC ANCHOR LOCATIONS 'Or ANCHOR LOCATIONS (USE WHERE-C3-IS SPECIFIED) (USE WHERE"C5"S SPECIFIED) NIX4" 4" WF o 4" PRODUCT REVISED 4" as complying with the Florida BuildingNonNo. 20-0429.05 EXTERKR EXTERIOR sExpiration Date:0411412021 Ef_L EXTERIOR By: 3 22• 3 22" Miami-Dade Product Control 3-TRACK 13S"CORNER 3-TRACK 135'CORNER 3-TRACK 135'CORNER 3-TRACK 13S CORNER TC ANCHOR LOCATIONS °Da"ANCHOR LOCATIONS(USE WHERE-CM IS SPECIFIED) (USE WHERE-CS'IS SPECIFIED) CC ANCHOR LOCATIONS TIONFIED) (USE WHERE_"CSO LOCATIONS SPECIFIED) LY �+��.•�10ENgF'�i`�F. 4" 9&E.XTERIOR No.58705 L EXTERIOR EXTERIOR ° EXTERIOR '••��� 4-TRACK I3V CORNER 4-TRACK 135'CORNER v CK 135*CORNER 4-TRACK 135*CO 3'��� ��s'•"LORIDF`.••'v,\?� " ANCHOR LOCATIONS WHERE S G_SPECIFIED) " ANCHOR LOCATIONS 'Or ANCHOR LOCATIONS WHERE'03'IS SPECIFIED) NS ��NAI-A��``�� (USE WHERE•p.IS�SPECIFIED) (USE WHERE-CS'IS SPECIFIED) A LYNN MILLER,P.E. NOTES; P.EM Sa'H15 FIGURES PERTAWTO THE FOLLOININ0135'CORNER 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. HEAD ANCHOR LOCATIONS: VINYL SLIDING GLASS DOOR NOA(LM) M 10/05/15 135 2)DETAILS DEPICT ANCHOR QUANTITY AND SPACING,AND WOULD BE SIMILAR FOR OUTSIDE(SHOWN)AND INSIDE CORNER CONFIGURATIONS. ANCHOR LOCATIONS E 14- J ROSOWSKI Head/Sill 1 j IT - Jamb 5 3)TRACK-TO-TRACK B)NO CHANGES THIS SHEET. AM 03I23I20 P-hook 7 DISTANCE IS 2.375" ff24375- t2-375" 070 TECHNOLOGY DR FOR ALL HEADS AND SILLS: 1N.VENICE,FL 34275 A �$ (941)490-1600 SOD-55701 NTS 111 16OF21 MA1 MD5570.0 J$ B REGI TI S2A5 HEAD SPLICE ANCHORS LAYOUT 0 INTERLOCK OR ASTRAGAL: SILL SPLICE ANCHORS LAYOUT Q INTERLOCK OR ASTRAGAL: fK LIM PERTANTDTME FOLL0 MN0 6PICEO SUMC14OR LOCATIONS: SPLIC SPLICE LOCATION 4" SPLICE LOCATION SPLICE LOCATION 4" 4" LOCATION 4" EXTERIOR 3•22 EXTIIOOli 3.22" EXTERIOR EXTERIOR E He9d/blll q 1 2--TRACK SPLICE 2-TRACK SPLICE 2-TRACK SPLICE �L 2-TRACK SPLICE "CC ANCHOR LOCATIONS •CS'ANCHOR LOCATIONS SE LOCATIONS v •C8•ANCHOR LOCATIONS P•flo°k T (USE MERE'C3'IS SPECIFIED) (USE WHERE'CS'IS SPECIFIED) (USE WHERE-C3-IS SPECIFIED) (USE WHERE-CS'IS SPECIFIED) SPLICE SPLICE LOCATION 4.75" LOCATION 4" SPLICE SPLICE LOCATION 4" LOCATION 4n 0 0 0 0 PRODUCT REVISED EXTERIOR 4" EXTERIOR 3.22" EXTERIOR 3.27 EXTERIOR 4" as Building C complying with the Florida y 3-TRACK SPLICE ,jL 3TRACKSPLICE 3•TRACKSPLICE Dullding Code v �/ 3-TRACKSPLATI 15 'G-ANCHOR LOCATIONS 15 •CS'ANCHOR LOCATIONS NOA-No. 20-0429.05 "G°ANCHOR LOCATIONS "CS'ANCHOR LOCATK7N5 (USE WHERE-CT IS SPECIFIED) (USE WHERE'C.T IS SPECIFIED) (USE WHERE'C3'IS SPECIFIED) (USE WHERE IS SPECIFIED) Expiration Date:04/14I2021 MIamFDade Product Control SPLICE 475" SPLICE SPLICE SPLICE LOCATION LOCATION 4" LOCATION LOCATION 4" D o 0 0 0 0 0 EXTERIOR 4" EXTERIOR 3.22" EXTERIOR 3.22" EXTERIOR 3.22" �.�` NY LYiJry �J 4-TRACK SPLICE `J' 4-TRACK SPLICE 4TRACKSPLICE 4-TRACK SPLICE ���'C�.•'�JCCA F;• ����� 'G•ANCHOR LOCATIONS 'CS"ANCHOR LOCATIONS ANCHOR LOCATIONS 'CC ANCHOR LOCATIONS 3 (USE WHERE IS SPECIFIED) (USE WHERE"CS'IS SPECIFIED) Z•' '(USE WHERE'C3'IS SPECIFIED) (USE WHERE-CS'IS SPECIFIED) Na.597D$ :•C!,�•••, STATE p NOTES: �i�S .c10Ripn,,• \�� 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. ��'� 'VAL FIGURES PERTAIN TO THE FOLLOWING SPLICED 2)ABOVE FIGURES ARE FOR SPLICES OCCURRING AT THE ASTRAGAL OR INTERLOCK A.LYNN MILLER,P.E. HEAD ANCHOR LOCATIONS: FOR SPLICES OCCURRING INSIDE OF A POCKET,SEE THE EXAMPLE ON SHEET 9. P.E.N 58705 3)TRACK-TO-TRACK VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 DISTANCE IS 2.375" f t2.37.5- W2.376, FOR ALL HEADS AND SILLS: ANCHOR LOCATIONS F I& J ROSOWSKI B)NO CHANGES THIS SHEET. $1 03/23/20 Headlslli T 4)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED 1070 TECHNOLOGY DR Jamb 5 BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. �$ N.VENICE,FL 34275 PHook 7 (841}480-1600 SGD Q-5570 NTS 16OF21 $a MD-5570.0 Xl B PANEL'S RIGHT STILE TYPE SCREEN PANEL TYPES PANEL OUTSIDE 90' INSIDE 90' OUTSIDE 135° INSIDE 1351 DOUBLE ASTRAGAL TYPES SINGLE SINGLE FIXED LOCKSTILE ASTRAGAL ASTRAGAL ASTRAGAL ASTttAp1LL C INTERLOCK INTERLOCK INTERLOCK STILE W/FWJOLE BOX OUi BOX IN ASTRAGAL ASTRAL INTERIOR OR our IN RECEIVER RECENER RECEIVER RECEVER EXTERIOR GLAZED �q M LOCKSTILE �nnrmnnn,+l..�. DOUBLE INTERLOCK SINGLE INTERLOCK F PP K L L TC TA TV TW LOCKSTILE 4-J'+ L.L ASTRAGAL OUT fadren0 (a�W Lu SINGLE B E P A C C SC SA SV SW SD I SDOUBLE NTERLOCK IN INTERLOCK I IN am2tom Mae" FIXED STILE RR R S S FC FD FV FW A INDOUBLE TERLOCK rr^^11 L_.1 LOCKSTLE awom Own Jvw mNnDLLEE D M J J U ASTRAGAL �]•,,,,,,,,,,,,,C1 LOCKSTILE ASTRAGAL LR � T U DS INDfERL CK SINGLE INTERLOCK BOX GUT mmot p w ASTRAGAL N T U J BOX W co (mm ASTRAGAL W 0".9" CT CS CF z RECENER STRAGALEcE,,ERnPm= AT AS DF PRODUCT REVISED OUT.135' as complying with the Florida ASTRAGAL, VS VF Building Code NE:RECER NOA-No. 20-0429.05 IN,I Expiration Date:04/14/2021 ASTRAGAL WT Wa7 WF Dr•—I5�'� I.c4„-�` RECEVER MIamFDade Product Contort LEFT RIGHT PANEL PANEL STILE STILE PANEL TYPE "F"SHOWN. EL NOTES: �� � LYN,V4 1 SEE EE DP/ANCHOR TABLES 1 8 2,SHEETS 7 8 FOR PANEL SIZES&DESIGN PRESSURE. �� L OErO V 2)PANEL TYPES NOT SHOWN ARE NOT REQUIRED FOR ANY CONFIGURATIONS AND ARE VINYL SLIDING GLASS DOOR NOA LM 10/05/15 ?' ' NOT AVAILABLE. ( ) _ Na.59705 PANEL TYPES ar JROSOWSKI = = G 3)MAXIMUM NOMINAL PANEL WIDTH FOR ALL PANEL CONFIGURATIONS IS 60". ® ��j0 `5t 0 •.iz B)CORRECTED"E"PANEL TYPE NAME. Al 03/23/20 inn'. ATE OF 4)PANEL TYPE MAY BE EITHER EXTERIOR(STANDARD)OR INTERIOR GLAZED,BOTH F` '•. TYPES QUALIFIED BY THIS APPROVAL,SEE DETAILS SHEET 10. 1070 N.VENICE,TECHNOLOGY 34275R Q A� ��'Ss (941)-480-1800 SGD�570 NTS 17 OF 21 a i MD-5570.0 A f 13 A L P.E 111567.'R,P.E R I ex9¢ae P.E>i SB705 r--5.875 10.635 540 -Fi •550 •291 ,061 •762 .8162 2 po.100 o 6 1 .50D��� ® y FRAME SCREW 3 INTERLOCK CAP, 1 2 TRACK HEAD/JAMB ©4 TRACK SILL COVER(PVC) 4;; 9 TRACK INSERT 10 FENDED POCKET 5.178 1.000 252 r 231 .060 •---j 2.060 .100 I r- -8.250 -�j 6.250 �2 Ogg OBO .100 .949 1.435 1.983 ❑ ❑ ❑ 1.813 O O o 1.681 100 � ���� �� OUTER SILL TRACK DA t�3 3 TRACK HEADlJAMB ®3 TRACK SILL 11 SUPPORT IL 12 COVER SILL COVER 1©P-HOOK ADAPTOR 8 P-HOOK y 25 540 r ,291 .061 229 2.975 094 rr 2.141-� 10.625 5.876 -j �-�J lj���-3.000 075 L OO�]O O �100 R 626 g @ 500�n��2 I+-2.807--4� 1.406 � ❑ ❑ ❑ ❑�1.813 o� II 1.681LKEEPER `�F 062 .329 100 d0� �� y ENDED ®p LEPER BAR COVER ©BAR REINFORCEMENT FIXED PANEL CLIP ®REINFORCEMENT Q5 4 TRACK HEADMAMB Q 2 TRACK SILL J 2.511 2.838- j 1.570 if- 1.625 -►{ 1.695 r� � 1.595 r- � .309 2.696 .080 2.073 3.483 125 � F j .099 fil f 2833 2.368 ❑ � 2.768 .400 H 2.788 .070 .075 2.116 4.835 4.279 .100 L 2.210 .090 1 .300 2.025 .312 �7 34 INTERIOR JAMB COVER L�11 -.18g r U 120 -.182 .120 I.-•182 2.2B1 .100 12.710 1.875 �- PRODUCT REVISED as comp Ia with the Florida AND STILE Q AND BOOM REINFORCEMENT, ®REINFORCEMENT, �REI REINFORCEMENT ASTRAGAL Q INTERLOCKEXTENDED ADAPTER 31 ATER INTERLOCK @ ASTRAGAL ADD-ON 33 AND BOTTOM RAIL NOA-Io.PANEL STILE,TOP Building�o�e 20-0429.05 REINFORCEMENT COMPOSITE STANDARD HEAVY-DUTY Expiration Date:0411412021 REINFORCEMENT 3.452 )r'-326 3•3` NOTES: Miaml-Dade Product Control 1.472 125 3.209 3.71 3 919 1)SEE SHEET 4 FOR 125 .060 V.090 SILL RISERS. 070 2 175 .04612--.229 00 3.247 .(165 3 345 060919 FOR SCREEN PARTS. IL 2)SEE SHEET 20 .300 1.170 5135"CORNER 135°CORNER 135'CORNER 135'CORNER 90°CORNER 90°CORNER 90'CORNER 3)ALL DIMENSIONS ASTRAGAL ®PASSIVE MOUNT ©AASSTRAGOR CAP, 38A�ROG�CAP. ASTRAGAL �ASTRAGALCAP, 41 ASTRAGALCAP, IN INCHES. EXTERIOR INTERIOR �.912 912 .210T1.261 .262 -10 173 065 -f No.56705 1.261 -0fi2 1.261 VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 1.261 T1.261g� 7f EXTRUSIONS I& J ROSOWSKI 90 7/16" B1 7/18' 1-i/18" 1-1/16"i 1-3/16" i e O�., 4TE F ::(U�, SQUARE BEAD O BEVELED BEAD BEVELED BEAD 83 ® B)NO CHANGES THIS SHEET. 03@3120 •.�coRior.• _�?�� OGEE BEAD OGEE BEAD 1070 NTECHNOLOGY VENICE,P R 0NAL 34275 �� �'rSi 1E�;���\ (941)-48D-1600 SGD-5570� NTS 18 OF 21 $ MD 5570.0 q{ B A LYNN MRLEP.RE RecisrrunoNpxezee P.E.#58705 1)INSTALL 2)INSTALL CLIP HEADER BLOCK TO HEAD CLIP INTO INTO FRAME JAMB JAMB TO HEAD (4)CLIP ANCHOR &SUBSTRATE, ATTACHMENT PANEL HEADER ASSEMBLY TYPE AS USED STILE ° USING 4 INSTALL ONE BLOCK AT s4 IN INSTALLATION, INSTALLATION EACH INTERLOCK BLOCK O TABLE A,SHEET 1 ANCHORS,SEE AT ASTRAGAL,INSTALL s3(3) lox ° TABLE 1 ONE BLOCK THAT 1.5"SMS / SPANS BOTH PANELS.O (3)#8 X 1"SMS �0 9FIXED PANEL CLIP \ FIXED INSTALL ONE CLIP AT THE 23 PANEL MIDSPAN OF EACH FIXED (--SX)1/4" CLIP PANEL-TO-FRAME 2-1/4"SMS #B X I"eo 1 \ z1 BAR COVER \ (4)#10 X 2"SMS 0° 22 REINF.BAR et #8 X 1-1/4"SMS 1 i q KEEPER 19 0 (4)THRU KEEPER®MAX 3.5"O.C,SEE SHEET 19 r� d JAMB TO \ KEEPER TO JAMB P� SILLASSEMBLY o ATTACHMENT LOCKING JAMB (� PRODUCT REVISED REINFORCEMENT PLATE QO as eompTno with the Florida Baodino Oda ATTACH WITH#8 X.1-1/4" 4-PANEL,2-TRACK KEEPER is NOA-No. 20-0429.05 @ 34-1/2"MAX O•C• OXXX SHOWN Expiration Date:04/14/2021 MIamF-Dade Product Control (4)#10 X� o� 80 INTERLOCK INTERIOR 2"SMS CLIP COVER INTERLOCK NOTES EXTERIOR 24 REINF.PLATE 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. 2)SEE SHEETS 11-16 FOR ANCHOR LOCATION&SPACING. LYNIV BOTTOM RAIL °� st#10 X 3)SEE TABLES 1&2 FOR REINFORCEMENT REQUIREMENTS. ``` �� ... nFle SUPPORT 11 ®I 2-1/2 SMS 4)CONTINUOUS ANCHOR PLATE,ITEM#8,IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS. t.; (2) X 1"SMS^ d No.58705 THROUGHH SUPPORT,(`e-z'���� �VINYL SLIDING GLASS DOOR NOA(LM) � 10/05h5 �*;• •: sir INTO PANEL PANEL ACCESSORIES INSTALLATION & J ROSOWSKI '_0#12"INTERLOCK SILL RETAINER 1-1n^sMs ASSEMBLY ® ��Q�•.ITE 1 ALL PANEL CORNERS B)NO CHANGES THIS SHEET. Al 03/23/2 WE CLIP ATTACHMENT S ' •••• WELDED,NO ASSEMBLY 1070 TECHNOLOGY DR A1 "/;,,ZONAL INSTALL ONE ASSEMBLY AT EACH INTERLOCK FASTENERS N.VENICE,FL 34275 (941)4 80-1600 SGD-5@70 NTS 19 OF 21 � MD-5570.0 i B A LYNN MILLER,REGISTRATIONP.E.11*061 p.E,d ggTp,,r 1 BOX SCREEN DETAILS: STANDARD SCREEN DETAILS: ❑� Oa� 5 125 ❑0 108 121 123 128 0� 112 118 113 &ROD 5 0 133 132 771 108 118 HORIZONTAL SECTION HORIZONTAL SECTION EXAMPLE 130 EXAMPLE 115 33 102 111 �--L_ 32 131 �Q c �(� 121 108 P� ❑ O°R�3 ° 6 ❑0 1 ROORO 11 122 100 tt5 0� 11e HORIZONTAL SECTION EXAMPLE 112 120 104 102 HORIZONTAL SECTION 117 1 081—►i I+—, 1.081 - EXAMPLE 1.202 1,778 1.778 7; 935 .875 .045 � .050 -' .050 12D SCREEN tzt SCREEN 122 SCREEN OXO 1.993 1.993 1.874 FRAME SIDE RAIL ASTRAGAL 193 1L 1 RAIL LATCH ADAPTER —►�.062 062 L p62 PRODUCT REVISED OBOX SCREEN OBOX SCREEN OBOX SCREEN as complying with the Florida 100 101 102 1.435 III���--- Building Code TOP RAIL BOTTOM RAIL SIDE RAIL � f-+--,725 I NOA-No. 20-0429.05 1n .765 762 I Expiration Date:04114/2021 OR _040 By--1 s-7 I.C/., 1D7 t,3 t14 1.820�-I �- 1.593 �1 373 I+— 128 1� .062 Miami-Dade Product Control 2 R 4�OR�B t7—T ,063 1�SCREEN VINYL i�FRAME SILL ASTRAGAL SCREEN 0 1.872 .055 1.833 124 2 ADAPTER ADD-ON 107 ,.062 �a If.372 L O dQ� t03 BOX 104 BOX 705 BOX SCREEN OSCREEN OSCREEN OOXO INTERLOCK SNAP-ON ASTRAGAL VERTICAL SECTION BUG FLAP ADAPTER `\1 EXAMPLE VERTICAL SECTION �� ONY LY111AI��4 EXAMPLE NOTES: r050 08055 �1 1.487 1)ALL DIMENSIONS IN INCHES. `1 � 1.F4706, 0 VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 - ? No.58705 _ SCREEN DETAILS I� J ROSOWSKI BOX SCREEN BOX SCREEN BOX SCREEN HEAD ® �O^'.. ATE 108 ASTRAGAL 107 SILL ADD-ON 108 AND JAMB ADD ON B)NO CHANGES THIS SHEET. 03/23/20 %.F •�toR,oA.. i d1., ' •.....• v ADAPTER 1070 TECHNOLOGY DR N.VENICE,FL 34275 (941)480-1600 SGD-5570 NTS 20 OF 21 1 MD-5570.0 i B 0.LYNN MILLER,P.E. REGI87W{TION p2B298 P.Ed 58706 TABLE C: TABLE D:BOX SCREEN # Part# Description Material # Part# Description Material # Part# Descrption Material 1 19001 2-Track Head/Jamb Rigid PVC 42 19D85 SIII Riser-(2-117) 6083-76 Alum. 10D 12256 BLa Scram Top Rail 6063 T5 At 2 19002 2-Track SIII Rigid PVC 43 19022A Sill Riser-(3-117') 6p63.TB Alum, 101 12257 Box Semen Bottom Rall 6063 75 AT 3 19025 3-Track Head/Jamb Rigid PVC 44 19023A Sill Riser-(4-1116") 6083-78 Alum. 102 122M Bole Screen Side Roll 6063 T5 At 4 19026 3-Track Sill Rigid PVC 45 19024A Sig Riser-(4-96") 8083-T8 A1um, 103 64428 Bent Screen Interlock 6063 M Al 6 19027 4-Tmek Head/Jamb Rigid PVC 60 718609W .187"x.320"Finseal(Stile) 104 17347A Box Screen Snap-on Bug Flop 6063 T6 AI 6 19D28 .4-Track Sill Rigid PVC 61 71695K 1-1/2"x V x 3W Fin Seal Dust Plug 105 64345 Box Screen OXO Astragal Adapter 6063 76 AI 7 19009 Frame Screw Coker Rigid PVC 62 71NS Dust Plug 106 17349 Box Semen Astragal Adapter 6063 75 At 8 18031 Anchor Plate 6063 T6 Alum. 80 419041 Interlock Clip Cover PVC 107 19039 Box Screen Frame Sill Add-on 6063 76 AI toe 19038 Boot Screen Head/Jamb Add-on 6063 76 Al 9 19007 Track Insert 6063.16 Alum. 61 78163X Tandem Roller Assembly SS 109 720XIX 914-20 x 1'MS @ Top Rail SS 10 19084 hdedock Cap-Extended Pocket Rigid PVC 62 78153N Tandem Roller Assembly Nylon 110 72DXI12X 914.20 x 1-1/T MS(M Bottom Rag SS 11 19038 Bottam Rail Support 8063.7E Alum. 63 78)U5FPTX #8 x 314"Ph,FH SMS @ Roger&Reint SS 111 717MG Ws 1p,270'x.150'-Fin Seal 12 19DOBA Outer Sill Cover 6083-75 Alum. 64 419042 Frame Header Block Nylon 112 1 618D5K Wstp,.187^x.50T @ Bug Flop 13 19011 Sill Track Cover Rigid PVC 65 48052 Roger Adi.Hole Plug PVC 113 7SRAZ Standard Roller Nylon 17 19032 P-Hook Adapter 6083-76 Alum, 86 443a5 4 Hole Bumper Stop PVC 114 7SRAX HD Roller SS 18 19020 P-Hook 6063-76 Alum. 67 76Xi14FPTX 08 x 1-114"Ph.FH SMS @Bumper Stop SS 116 varles Screen Locking HanWae Steel 19 19047M Extended Keeper 6083-TBAIum. 68 7169BG SIII Plug PVC 116 41WM Screen Keeper Steel 20 19029M Keeper 6063.75 Alum. 69 78185X Gemini Mortise Lack w/long Trim plate StG8vSS 117 76X1PPA #6 x 1"PtL PH SMS Steel 21 19014 Relnfercemerd Bar Cover Rigid PVC 70 71032X1FPFX 1032 x V PKFH MS @ Lock SS 118 169=4 Screen Spline-.150•&.166' vbwl 22 1903D Reinforcement Bar BOOSTS Alum. 71 %odes Handle Kit Cast Zinc 119 1816020 Screen Cloth I Fiberglass 23 19037M Fixed Panel Clip 6063-TS Alum. 72 19054 Interlock Retainer Gip Nylon TABLE E:STANDARD SCREEN 24 19035M Reinforcement Plate 60•76 Alum. 76 Kommeding 4SG TPS Spacer System # Pert# Dascrption Material 25 19017M Top Rail,Bottom Rail and Lockstile 60MTS Alum. 78 Qumex Su S nXl with Hot Melt But I See Sheet P�Spacer Y 10 for 120 12033 Screen Frame Rail' 6063 T5 At 28 19046 Reinforcement Composite 77 Quanex Dumseal Matedels 121 12028A Semen Frame-Bide Rell(Latch) 0003 T5 At 27 19018M Interlock.300 Reinforcement,Std. BOOSTS Alum. 78 Cardinal XL Edge Spacer 122 17363 Semen OXO Astagal Adapter 6063 TB AI 28 19013M Interlock.400 Relnbicement,HD 6005-75 Alum 79 Dow 791,983,995 or GE-7700 Beckbeddmg Silicone 123 4853K Semen Vinyl Astragal Adapter Rigid PVC 29 19019M Astragal Reinforcement 6006-T5 Alum 80 19090 7/16"Square Bead Rigid PVC 124 19DI28 Frame Sill Screen Add-on 6083 76 At 30 19063 Extended Pocket Interlock Adaptor 6063-TS Alum. 81 7118"139%aied Bead Rigid PVC 125 6FP95K Bug Flap,65+1,5 duet. Vinyl 31 19005 Irdadock Adaptor Rigid PVC 82 19044 1-1I16"Beveled Bead Rigid PVC 128 78XI12PSATS 98 x 1412'Ph.PH SMS(Assembly) SS 32 19008 Astragal Add-on Rigid PVC 83 19045 1-1/16"Ogee Bead Rigid PVC 127 712027 Comer Key Wheel Assembly(Standard) Nylon 33 18004 Panel Stile,To Bottom Rol Rigid PVC 84 19016 13/16" 128 712027SS Comer Key Wheel Assembly(HD) SS Top/Bottom 9r Ogee Bead Rigid PVC _ 129 varies Semen Locking Hardware Steel 34 19040 Interior Jamb Ccier 6063TB Alum. 85 71725K Setting Block 112"x 4"x 1/167,85+/-6 duro. Neoprene 130 71mD4PPSDAX 010 x 3/4•Ph.PH SMS,@ Semen Ast, SS 35 19076 135'Comer Astragal 606376 Alum. 86 71726K Setting Block 1"x 4^x 1116,85+/-5 duro, Neoprene 131 78X12PPSMSX 98 x 10 Ph.PH SMS @ Doorast. SS 38 19077 135'Comer Astragal Passhe Mount 6083.76 Alum. 90 781PSTX #8 x 1"Ph.PH SMS @ Frame Assembly SS 132 189213/4 Screen Spline-.145' vinyl 37 19079 135"Comer Astragal Cap-Ext. Rigid PVC 91 78X114PHPT41OX #8 x 1414"Ph.PH SMS @ ReInE Bar SS 133 181GC20 Screen Cloth Fiberglass 38 19080 135'Caner Astragal Cap-Int Rigid PVC 92 710X1PHPT1S-8X #10 x 1"Ph.PH SMS @ Rag Support SS NOTES: 39 19078 90'Comer Astragal 6083-76 Alum. 93 71OX11UPPX #10 x 1-1/7'Ph.PH SMS @ Fxd PnL Cf p SS 1)ITEMS#14-16,46-49,5359,73,74&87.89&99 ARE NOT USED AND ARE 40 19081 80"Comer Astragal Cap-Ext. Rigid PVC 94 71OX2.6PHPTIB-8X 010 x 2-1/7 Ph.PH SMS @ Reint Plate/Ast SS NOT PART OF THIS APPROVAL. Ti 19082 90'Corer Astragal Cap-ht. Rigid PVC 95 7142OX225FPFX #12 x 2-114"Ph.PH SMS @ Hdr.Block SS 96 710X1.75PPX #d0 x 13/4"Ph.FH SMS @ Ast.Mood SS ea complying with the Florida �1�t 1 r 11122� Building code �� N , TABLE F' s7 710x3aPPX #10 x 3/4 Ph.PH SMS @ Ext.Pitt.Int. SS o�aY Y ,y Material Min.F Min.F. 98 710XZPPX #10 x?Ph.FH SMS @Keeper SS NOA tie. 20-0429.05 aC�.'LICENSE 9�j<< r v Expiration Onto:0411412021 012 Steel Screw 92 ksl 120 ksl ay._I t,,,,Z r.C5"^y _*; No,587D5 -_ #12410 Screw 90 ksl 110 ksl VINYL SLIDINGGLASS DOOR NOA(LM) 10/05/15 Mtaml-Dade Product controlIj — YlAlr: 0114"DeWalt/Elco Aggregator® 57 ksl 96 ksl201/4"Elco UltraCorr® 165 ksi 177 ksi PARTS LIST J ROSOWSKI =O .� 1/4"DeWak UltraCon+O 148 ksi 164 ksl ® 1/4"410 S6S8DeW aal/ElAll C eFlexe 1 8 k jai IL9.k jai � B)ADDED BCKBDG.TYPES&TABLE F. �{03/23/2022 ' ��S�O►�AL 1070 TECHNOLOGY DR r 1 r A36 Steel 36 ksl 58 kel N.VENICE,FL 34275 � �� Gr.33 Steel Stud 33 kal 45 ksl (941)-480-1600 $GD-5570 NTS 21 OF 21 MD-5570.0 B A LYNN MILLER,P.E.REGISTRATION 029M P.E#587GS