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HomeMy WebLinkAboutNotice of Acceptance (2) 4 j MIAMI-DADE e Copy, MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC®RESOURCE Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION R EV I E 9b F T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (N 9 _ �� ����MIJ�IJED www.miamidade.g2v/economy PGT Industries,Inc. != a 1070 Technology Drive, ST. L gIE C N North Venice,FL 34275 /� rnit LTLn ment BO St. e y 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& 1350 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. MIAMI•DADE C NOA No.20-0429.05 OUNTY ® Expiration Date: April 14,2021 Approval Date: October 08,2020 Page 1 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(I"", 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 Idahnis Ortega,P. E. (Test report revised on 02/15/16) 4. 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 8548, dated 12/04/15, signed and sealed by Idahnis Ortega,P. E. (Test report revised on 01/04/16 and 02/11/1�' 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 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 6337(samples A-1 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 AST7VIE-1300-09. s�G I. L4-7nj', Ishaq L 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, ASTMD1929 and ASTMD-635, issued by EXOVA to Vision Extrusion for cellulosic composite material. (Submitted under NOA No. 11-0107.04) 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-61 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. 1/14/21. Ishaq L 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 Dowsi1791 and Dowsil 983 silicones, prepared by Fenestration Testing Laboratory,Inc., Test Reports No.: FTL-7897,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 FTL-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 71h 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. 17-0808.02 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. 1 s�G� 1• L�qn�. Ishaq L 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 Fog-Pass.(Submitted under previous NOA No. 15--0409.05) 6. Quanex Part Duraseal complying with ASTM C518 Thermal Conductivity 2.22 BTU-in/ hr.-ft?°F, ASTM F 1249 VIVTR-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. I5-0409.05). G. OTHERS 1. This NOA revises NOA#17-0420.06(PVT w/PGT)and updates to FBC2020(71 Edition), expiring 04/21/21. 2. RER Test proposals#19-1155 dated 01/10/20 approved by Ishaq I. Chanda,RE, expiring 04/14/21. 1 7 l• L�Rn�. 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 IMPACT RATING DESIGN PRESSURE RATING RATED FOR LARGE&SMALL TABLES 1,2GENERAL NOTES: TABLE A: INCLUDING POCKETS & 900/1350 CORNERS MISSILE IMPACT RESIS ANCE SEE ONSHEETS 7&8'62 1)GLAZING TYPE OPTIONS:SEE GLAZING DETAILS ON SHEET 10. Min.Edge Min. 2)DESIGN PRESSURES: Group Anchor Substrate Frame Member Distance Embedment A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS PER ASTM E1300. P.T.Southern Pine,(SG=0.55) Head/Sill/Jamb/P-hook 9/16" t-3/8" 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/SilllJamb/P-hook 3/8" 1!e" C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. 410 S.S.SMS Steel,A36•,(0.060"min.) Head/Sill/Jamb/P-hook 3/6' 0.060" 3)ANCHORAGE:THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.MATERIALS, A (min.11 thmadslin) Steel Stud.A653 Gr.331, 0.071"min. Head/Sill/Jamb/P-hook 3/6' 0.071" 14 Ga.) INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS 1/4"Eico Ultracon HeadlSill/Jamb/P-hook 1" 1-3/8" SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE(FBC). 1/4"DeWalt Ultracon+ P.T.Southern Pine,(SG=0.55) Jamb V 1-3/8" 4)SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE. 1/4"Elco 410 S.S.CreteFlex Head/SIII/Jamb/P-hook 1" 1-31e" 5)INSTALLATION SCREWS&FRAME SPLICES TO BE SEALED WITH NARROW JOINT SEALANT.OVERALL B #12,steel wood screw(G5 P.T.Southern Pine SG=0.55 Head/SIIVJamb/P-hook 8/16" 1 3!8 SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS Concrete,(min.2.85 ksi) P-hook 1" 1-3W BEYOND THE SCOPE OF THESE INSTRUCTIONS. 1/4"Elco Ultracon Head/Sill/Jamb 1-3116' 1-3/6' 6)REFERENCES(NOA'S):ELCO ULTRACON,DEWALT ULTRACON+,DEWALT/ELCO CRETEFLEX&AGGRE-GATOR Un routed CMU,(ASTM G90) Jamb IIVJa k 1" 1-t/6' ANCHOR NOA'S,ENERGI FENESTRATION SOLUTIONS USA,INC. OR VISION EXTRUSION,LTD.WHITE RIGID PVC NOA,VE Concrete,(min.3 ksi) Head/SIIVk 1-1.1 1.3/8" 1!4"DeWalt Ultacon+ P-hook 1" 1-3/8" 1000 TAN 202 AND LIGHTER SHADES(NON-WHITE)RIGID PVC NOA AND BROWN COATED(PAINTED OR LAMINATED) C Un routed CMU, ASTM C-90 Jamb/P-hook V t-1l4" WHITE RIGID PVC NOA 1/4"DeWalUElco 410 S.S. Ungrouted CMU,(ASTM G90) JambJP-hook 1 3/4" 1-1/4" REFERENCES(TEST REPORTS):FTL 6337,6338,8646-8649,8652&8717;EXOVA-10-002-792(A)&10-006-10231; Head/Sill/Jamb 1-3/16' 1-3/4" CreteFlex Concrete,(min.3.35 ksi) CAMBRIDGE 535753-09; P-nook 1" 1-3/4" 7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FBC, INCLUDING THE 1/4"DeWalt/Eico 1e-8 S.S. Concrete,(min.2.22 ksi) Head/Sill/Jamb/P-hook 1-1/2" 1-318" HIGH VELOCITY HURRICANE ZONE(HVHZ).THE RIGID WHITE,BROWN&TAN PVC MANUFACTURED BY ENERGI Aggre-Gator Ungrouted CMU,(ASTM G90) Jamb/P-hook 2" 1-1/4" FENESTRATION SOLUTIONS USA,INC.OR VISION EXTRUSION,LTD.HAS BEEN TESTED TO COMPLY WITH THE FLORIDA P.T.Southern Pine, SG=0.55 Head/SIIVJambIP-hook 1" 1-31W BUILDING CODE FOR PLASTICS,(COMPONENT REQUIREMENTS). 1/4"Elco Ultracon Concrete,(min.2.85 ksi) Head/Sill/Jamb/P-hook 2-1/2" 1-3/8" 8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS OF THE FBC,AS APPLICABLE, un routed CMU,in.3 k i) Jam!Jamb/P- 2-1/2" 1-V4" 1/4"DeWalt Ultracon+ Concrete,(min.3 M Head ambtP-h/P-hook 2-1/2" 1.3/8" 9)DRAWINGS DEPICT EXTERIOR-GLAZING,HOWEVER INTERIOR-GLAZING MAY BE SUBSTITUTED. D Un routed CMU, ASTM G90 JamblP-hook 2-1/2" 1-1/4^ 10)THE 5570 SERIES SLIDING GLASS DOOR MAY ALSO BE KNOWN AS THE 570/2770 SERIES. Head/SilVJamb 2-1/2" 1-3/4" 1/4"DeWalUElco 410 S.S. Concrete,(min.3.35 ksi) P-hook 2-1/2" 1-3/8" ANCHOR NOTES: CreteFlex Un routed CMU, ASTM G90 Jamb/P-hook 1 2-1/2" 1-1/4" 1)FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE 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 wkh the Florida 2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A ON THIS SHEET. Building Code 29.05 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. xpi NOA-No. 20-04/2021 IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU,WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR Expiration Dator 04/14/2021 GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE FOR THE MINIMUM STRENGTHS OF Byn_I° -�r•«^ °• STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD ANCHORS AND SUBSTRATES,SEE TABLE GENERAL NOTES.............1 Miami-Dade Product Control &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 EDITION PANEL TYPES...................17 AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. •ASTM ANSI/E&PA 09 EXTRUSIONS.....................18 • FOR WOOD CONSTRUCTION NUM DESIGN M ACCESSORIES..................19 INSTRUCTIONS: .AISI S 00.6 ESIGN MANUAL,ADM-2015 SCREEN DETAILS.............20 �.'tip\N(LYNNM'% 1) KNOWING THE REQUIRED DESIGN PRESSURE OF THE OPENING,THE ANCHOR REQUIREMENTS FOR THE •Alsc 360 1s PARTS LIST........................21 �`�r• ttcENSF /<< SLIDING GLASS DOORS MAY BE DETERMINED FROM DESIGN PRESSURE TABLES 1 OR 2,DEPENDING ON THE GLASS/REINFORCEMENT. No.58705 2)LOCATE THE SLIDING GLASS DOOR SIZE ON THE TABLE,USING THE FRAME HEIGHT AND THE NOMINAL PANEL VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 WIDTH IF YOUR EXACT SIZE IS NOT LISTED,ROUND UP TO THE NEXT GREATER LISTED WIDTH AND/OR HEIGHT, GENERAL NOTES t J ROSOWSKI ��/4�El 3)CHOOSE WHICH ANCHOR GROUP(A-D)IS MOST APPLICABLE.ANCHORS ARE DEFINED IN TABLE A,THIS S r SHEET,ALONG WITH THE CORRESPONDING SUBSTRATE,MINIMUM EMBEDMENT AND MINIMUM EDGE DISTANCE. B)UPDATED TO FBC 2020,ANCHOR TYPES 03/23/20 -e '•.cCORIDP.•' 4)FROM THE DESIGN PRESSURE TABLES(TABLES 1 OR 2),VERIFY THAT THE OPENING'S REQUIRED DESIGN .�SS '"•••' t\\ PRESSURE IS MET OR EXCEEDED.USE THE ANCHOR QUANTITIES SHOWN. 1070 TECHNOLOGY DR ANAL E��� 5)INSTALL AS PER THE GUIDELINES OF THIS SHEET-SET. N.VENICE,FL 34275 111I I 1111 t tt 6)ADDITIONALLY,SEE THE EXAMPLE ON SHEET 9. (941)-480-1600 SGD-5570 NTS 1 OF 21 $ MD-5570.0iii g A LYNN MILLER.P.E. REGISTRATION g29298 P.E.#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 8 2 ° PER TABLES 1 8 2 4 PER TABLES 1&2 I I3, � MAX.UNIT a / MAX.UNIT / ' / MAX.UNIT ' a MAX.UNIT 3 3 ] IN HEIGHT HEIGHT 3 ] " HPIERT a 3/ �' HEIGHT / / e PER TABLES 1&2 PER TABLES 1&2 / / 12 PER TABLES 1&2 TABLES 1&2 1 roc.T I I POCKET I / / / "0.I � Po0xE/ L-1-PANEL J /L J J J CONFIGURATIONS ° CONFIGURATIONS ° 3-PANEL CONFIGURATIONS �- 4-PANEL CONFIGURATIONS MAX.UNIT WIDTH MAX.UNIT WIDTH MAX.UNIT WIDTH NOM,PANEL WIDTH NOM.PANEL WIDTH NOM.PANEL WIDTH PER TABLES 1&2 PER TABLES 1&2 ° PER TABLES 1&2 a 1 MAX.UNIT 5 s HEIGHT / SEE MAX.UNIT ' ' MAX.UNIT ' ' 3 ' E I� / $ NOTE HEIGHT / / SHEET. PER TABLES 1&2 / / / / I HEIGHT ' I TABLES 1&2 1 oocxEr I PER TABLES 1&2 'MET IN 5-PANEL CONFIGURATIONS 6-PANEL CONFIGURATIONS CORNER,TYP, OUTSIDE CORNER SHOWN,INSIDE CORNEA SIMILAR PRODUCT REVISED MAX.UNIT WIDTH MAX.UNIT WIDTH as complying with the Florida NOM.PANEL WIDTH NOM INIOA-Building coda PER TABLES 1&2 .PANEL WIDTH Noa-nw. 20-0428.05 ° PER TABLES 1&2 ° Expiration Date'0 411 412 0 041141221 1 1 I gyp_I c'-.7 f•L/,."� MAX.UNIT 9 D 3 D ICI MAX.UNIT l o Miami-Dade Product Control HEIGHT 3 3 3 3 I^ HEIGHT 9 a 9 a PER TABLES 1&2 / I PER TABLES 1&2 P0D#xT IN 7-PANEL CONFIGURATIONS ° B-PANEL CONFIGURATIONS CONFIGURATIONS NOTES: "X"=OPERABLE PANEL DLO WIDTH=NOM.PANEL WIDTH-8-9/16" 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB "O"=INOPERABLE PANEL NOM.PANEL WIDTH=PANEL WIDTH+1-3/16" � LYNIy���''i, LOCATIONS.EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE pXXXXp,pXXXX OR XXXXp.OXXX IN "P"=POCKET DLO HEIGHT=DOOR HEIGHT-11-1/161, ;.� ��..•• •• 2J/ POCKET CONFIGURATION CAN BE OXXXp. PANEL HEIGHT=DOOR HEIGHT-2-1/2" QN%.•' 2)90°&135"CORNER CONFIGURATIONS ARE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 =T ;' No.58705 3)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND EXAMPLE CONFIGURATIONS m` J ROSOWSKI 0 '• F 0 REVIEWED BY THE AUTHORITY HAVING JURISDICTION. ® �O n (u, DETAIL LETTER a B)NO CHANGES THIS SHEET. 03/23/20 ��'•.,F(ORIDI,•'-\��` 4)FOR NOM.PANEL WIDTH,SEE TABLES 1&2. (1) 1 7 ,FL TECHNOLOGY OR � SS +Oi�Ai i 5)MAX.ALLOWABLE FRAME SQUARE FOOTAGE=472.656 FT' —SHEET NUMBER (941)•480-1600 SGD-5570 NTS 2 OF 21 MD-5570.0Ikli B A LYNN MILLER,P.E. REGISTRATION 029298 P.E.1/68705 DETAIL Al DETAIL 61 METAL TYP.,SEE ANCHOR THRUIXWOOD I ASTRAGAL IDETAIL D1 NOTE 4,SHEET 1;MIN.OF INTO MASONRY FACING EXT. INTERLOCK INTO METAL THREADS BEYOND THE CONCRETE/CMU PER ANCHOR REQUIREMENT FRAME WIDTH METAL UBSTRATE S 1/4"MAX. REQUIRED IF DOOR TYP.ANCHOR TYPE, HEIGHT IS OVER 96 21 EMBEDMENTAND 94 MAX26"O.C. 91 19 + i 22 on EDGE EDGE DISTANCE PER IILr�, DISTANCE SUBSTRATE,SEE + 71 q o 0 TABLE A,SHEET 1& 50 NOTE 3,BELOW DAYLIGHT ID INTERIOR OPENING 25 q9 WIDTH P 33 d t� 8 EMBEDMENT o 0 0 o P 31 -•` .7 EDGE ••� •`••: a0 e2 ()THRU K SEE SHEET MAX sB EDGE DISTANCES� . '% ; 0 25SEE NOTE 6, z6 I EXTERIOR o DISTANCE SEE NOTE 6, 94 I 25 O 2eID 27 rP THIS S EET 1/4"MAX. —rI ~• '•~ THIS SHEET v 1X OR 2X WOOD I � SEE NOTE s, 9 / BUCKSTRIP,SEE I 32 THIS SHEET EMBEDMENT SEE NOTE 6,THIS SHEET 29 ANCHOR / / NOTE 3,SHEET 1 L-_____ #8 X 3/4"SMS REINFORCEMENT SCREW;7 63 PER STILE,LOCATED AT CENTERLINE AND 6", TYP.ANCHOR TYPE, PLATE EVERY )// HORIZONTAL SECTION(XXX SHOWN) 1 9"&12"FROM ENDS(FACTORY INSTALLED). EMBEDMENTAND ANCHOR EDGE DISTANCE PER LOCATION i SUBSTRATE,SEE DETAIL C2 DETAIL D2 DETAIL L TABLE A,SHEET 1& DETAIL A2 INTERLOCK Ni0 MASONRY ASTRAGAL NOTE 3,BELOW INTO 2X WOOD / ��� FACING INT. 2X WOOD BUCKSTRIP OR REQUIRED IF DOOR EMBEDMENT FRAMING,SEE ANCHOR 19 DAYLIGHT 21 B1 HEIGHT IS OVER 96" 1/4"MAX. lr NOTE 3,SHEET 1 0 OPENING 2z EDGE i INTERIOR i PRODUCT REVISED 1� as complying with the Florlda I F'. 1 DISTANCE I I Building Code 7 y NOA-No. 20.0429.05 TYP.ANCHOR TYPE, � P° SEE NOTE 6,THIS SHEET _L I I Expiration Data10 EMBEDMENT AND 28 R z7 OoR zs P 4/14/2021 EDGE DISTANCE PER ] o 0 93 z3 a TYP.ANCHOR TYPE, I By,_1 u--g r. SUBSTRATE,SEE 6 EMBEDMENT AND P q Mlaml-Dado Product Control TABLE A,SHEET 1& o e NOTE 3,BELOW 31 �I P ° EDGE DISTANCE PER SUBSTRATE, ,,,,!!!!''''7777 'SEE TABLE A,SHEET d EDGE �0 98(4)THRU KEEPER®MAX cJ e d 1&NOTE 3,BELOW EXTERIOR DISTANCE 3.5"O.C.,SEE SHEET 19 unuuwi. TTTT PANELWIDTH L V ----J �— 1/4"MAX. CONCRETE/CMU PER ASTRAGAL MAY BE EMBEDMENT HORIZONTAL SECTION(XO SHOWN) ANCHOR REQUIREMENT INSTALLED IN EITHER OR OR NOTES FIXED PANEL CLIP& INTERANCHORS,SEE EXTERIOR I DIRECTION. 1++�V LYN gyp+ ..... 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. REINFORCEMENT TYPES(SEE NOTE 6.THIS SHEET) DETAIL SHEET 19 ALL PARTS IDENTICAL. •'TENS , 2)REFER TO ANCHOR NOTES,SHEET 1. FOR ALL LOCKSTILES, 3)SEE SHEET 13 FOR ANCHOR LOCATION&SPACING,FOR ASTRAGALS,FIXED _ 110.58705 ANCHOR QUANTITIES,SEE TABLES 1&2. STILES AND 26 ze VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 _ T_ 4)CONTINUOUS ANCHOR PLATE,ITEM#8,IS REQUIRED AT ALL HORIZONTAL RAILS — FRAME ANCHOR LOCATIONS. INSTALLATION,HORIZONTAL X-SECT.1.11 J ROSOWSKI U �'/,t�U tY; 5)PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD-ON. ® 'O� tTE dF t1, FOR B)NO CHANGES THIS SHEET. 03/23/20 •.FtoRIO�,. 6 SEE TABLES 1&2 FOR REINFORCEMENT REQUIREMENTS.ALL INTERLOCKS 27 ZB �'i/ S "•'•' REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF ONLY 1070 TECHNOLOGY DR � S/ZONAL IC� THE EXTRUSION.REFER TO TEST REPORTS FOR EXACT DIMENSIONS. N.VENICE,FL 34275 7)SEE SHEET 20 FOR SCREEN DETAILS. STANDARD HD (941)480-1600 SGD-5570 NTS 3 OF 21 MD 5570.0 B A.LYNN MILLER,P.E. REGISTRATION n9298 G P.E.0 58705 DETAIL E1 TYP.ANCHOR TYPE,EMBEDMENT DETAIL E2 DETAIL E3 DETAIL E4 INTO MASONRY AND EDGE DISTANCE PER INTO WOOD INTO MASONRY INTO METAL DADE APPROVED MULLION,FBC 1X BUCKSTRIP SUBSTRATE,SEE TABLE A,SHEET COMPLIANT ALUMINUM/STEEL 1&NOTE 3,THIS SHEET 2X WOOD BUCKSTRIP 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 f SUBSTRATE,SEE TABLE A,SHEET ANCHOR REQUIREMENT SEE SUBSTRATE PROPERTIES, REQUIREMENT �. EDGE 1&NOTE 3,THIS SHEET EDGE TABLE A,SHEET 1 4 e DISTANCE DISTANCE !+ EMBED- EDGE DISTANCE a MENT EMBEDMENT ° EMBEDMENT EMBEDMENT 1/4"MAX. s 1X OR 2 W OD 1/4"MAX a 1/4"MAX, s � �1/4"MAX. t Q Q e � BUCKSTRIP,SEE s so ANCHOR NOTE 3, ° TYP.ANCHOR TYPE,EMBEDMENT AND 7TYP.ANCHOR TYPE,EMBEDMENT AND B3 SHEET 1 EDGE DISTANCE PER SUBSTRATE,SEE EDGE DISTANCE PER SUBSTRATE,SEE 7 TABLE A,SHEET 1&NOTE 3,THIS SHEET TABLE A,SHEET 1&NOTE 3,THIS SHEET e \ 80 93 NOTES FOR LOCKSTILES, 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. ASTRAGALS, 2)REFER TO ANCHOR NOTES,SHEET 1. FIXED STILES 3)SEE SHEETS 11&12 FOR ANCHOR LOCATION&SPACING, _ AND #8 X 3/4"SMS REINFORCEMENT FOR ANCHOR QUANTITIES,SEE TABLES 1&2. DLO WIDTH=NOM.PANEL WIDTH-8-9/16" HORIZONTAL SCREW,3 PER RAIL,LOCATED AT 4 CONTINUOUS ANCHOR PLATE,ITEM#8,IS REQUIRED AT DLO HEIGHT=DOOR HEIGHT-11-1116" EVERY ANCHORR RAILS ANCHOR PLATE CENTERLINE AND 9"FROM ENDS ALL FRAME ANCHOR LOCATIONS. PANEL HEIGHT=DOOR HEIGHT-2-1/2" LOCATION (FACTORY INSTALLED) 5)SEE SHEET 20 FOR SCREEN DETAILS. DAYLIGHT 25 6)SEE TABLES 1&2 FOR REINFORCEMENT REQUIREMENTS. OPENING FRAME SEE PANEL ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL HEIGHT HEIGHT NOTE 5, HEIGHT SILL RISER LENGTH OF THE EXTRUSION.REFER TO TEST REPORTS FOR PRODUCT REVISED THIS SHEEP VARIES WITH EXACT DIMENSIONS, xs coplying with the Florida REQUIRED guA mNo Codo NOA�Io. 20-0429.05 EXTERIOR POSITIVE Expiration Datoi 04/14/2021 ze a DESIGN 82 PRESSURE, .390 By, EXTERIOR et oR� SEE SHEETS .390­1 Imo— � � Miami-Dade Product Control 7&8. 3907--'I I�— a V'S OR 2s 390 T 2.370 2.947 i r-. 1/4"MAX. 42 # 942 43-45 A So FPLv .823 1.793 I 3.464 4.041 GROUT AS 2.17 L NEEDED,SEE 13 7 ANCHOR NOTE �J 5,SHEET 1 s U 0 9 2 1/4"MAX. 72 p U 8 2-1/2"=TOTAL G60 _ 060 .060 .060 o SILL HEIGHT SILL RISER SILL RISER SILL RISER SILL RISER 6Q ®.:` • 1 dQ® --A42(2-1/2"TOTAL as (3-1/2"TOTAL ae (4-1/16"TOTAL a5 (4-5/8"TOTAL ����\NYILYNiVr��'�i, SILL HEIGHT) SILL HEIGHT) SILL HEIGHT) SILL HEIGHT) �O.••"""...I'l( EMBED- , EMBEDMENT EDGE MENT , •.' �` DISTANCE VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 _�r ; No.58705 sr J.....•. EDGE TYP.ANCHOR TYPE, TYP.ANCHOR TYPE, - INSTALLATION,VERTICAL X-SECT. j a• J ROSOWSKIWAT�E DISTANCE EMBEDMENTAND 2X WOOD BUCKSTRIP OREMBEDMENTANDA EDGE DISTANCE FRAMING,SEE ANCHOR EDGE DISTANCE B)NO CHANGES THIS SHEET. 03/23/2 %� '' coRroA CONCRETE/CMU PER SUBSTRATE, NOTE 3,SHEET 1 PER SUBSTRATE,PERANCHOR %�{`S''•.,,, , REQUIREMENT DETAIL F1 SE SHEET 1B&NOTE 3, DETAIL F2 SHEET TABLE&NOTE 3, 1070 N,V NIICE,OFLOGY D34275R �''S�ONAL�C`\` INTO MASONRY INTO WOOD (941)-480-1600 THIS SHEET THIS SHEET REGISTRATID azszss SGD-5570 NTS 4 OF 21 MD-5570.0 B A LYNN MILLER,P.E. P.E.N 58705 4 71 Pa17-1 INTERIOR 35 INTERIOR 4 25 OR 2e 71 10 (4)THRU KEEPER 0 2 25 OR 26 37 98 MAX 18.5"O.C. INTERIOR 89 06 SEE SHEET MAX 19 36 19 1 33 INTERIOR DETAIL H2 c P �J1I EXTERIOR 80' I' I 08 (4)THRU KEEPER @ MAX f'to o i+-, OUTSIDE CORNER Elul] `LJ 3.5"O.C.,SEE SHEET 19 tiJ fir' � I��II❑ 4D 90° D 69 u U O INTERIOR / , }-� 9q MAX 18.5"O.C. o� EXT RIOR � EXTERIOR 0 135° O a1 90° DETAIL G1 F+�R DETAIL H1 QQ 135• o,� O 80• MAX 18.5"O.C.(e4 a INSIDE CORNER O INSIDE CORNER 40 d o�EXTERIOR INTERIOR 41 G1 (4)THRU KEEPER 69 EXTERIOR 1 Be @MAX yr 1 SEE SHEET 19 8 O �—I PRODUCT REVISED as complying with the Florida Building Code NOA-No" 20-0429.05 �OO 135° Expiration Dater 04/14/2021 4 INTERIOR Bp1_Icy.-Z 1.G/,.1. MIand-Dade Product Control �R/pR D aa� 2 00® NOTES q o 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. 2)SEE SHEETS 14&15 FOR ANCHOR LOCATION&SPACING,FOR ANCHOR 25 OR 26 DD® QUANTITIES,SEE TABLES 1&2. 33 36 a 3)CORNER ASTRAGAL MAY BE EITHER TO THE INTERIOR OR EXTERIOR, \,.��Qp1Y•LYNNq 36 DEPENDING ON CONFIGURATION. ��,••' \'ICENSF'•.�(� MAX 18.5"O.C,es - ••. 19 No.58705 6 (4)THRU KEEPER @ MAX B6 ElCTERIOR VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 3.5"O.C.,SEE SHEET 19 DETAIL G2 CORNER ASTRAGAL HORIZ.X-SECT. ja J ROSOWSKI •Z(7 �- ® OT•. SATE F 135° B)NO CHANGES THIS SHEET. �� 03/23/20 '�, F�ORIOP..•'v\� OUTSIDE CORNER SSt '"••••••' �\� 1070 TECHNOLOGY DR �� i/ AL N.VENICE,FL 34275 (941)-480-1600 SGD-5570 NTS 5 OF 21 i l MD-5570.0 a� B A LYNN MILLER,P.E. N29296 P.E.Ii 68705 7 DETAIL 11 DETAIL 12 OPTIONAL NOW •: INTO MASONRY INTO MASONRY STRUCTURAL t..... ANCHORS FOR � Q EDGE CONCRETE/CMU INTERIOR POCKET INTERIOR 27 TYP.ANCHOR TYPE,EMBEDMENT DISTANCE— PER ANCHOR 91 ,.': JAMB ,. 29 R z7 AND EDGE DISTANCE PER REQUIREMENT SEE FIG 1, SUBSTRATE,SEE TABLE A, INTERIOR POCKETS MUST + 30 THIS SHEET o SHEET 1&NOTE 3,BELOW FIGURE 1 INTERLOCKS AT POCKETS: INCLUDE A NON-STRUCTURAL, q "'` FRAME JAMB TO REDUCE THE `' 10 FOR DOOR HEIGHTS 96"AND LESS: POSSIBILITY OF WATER " "q 21 i"•, �.:.�:.:. . OPT. b INFILTRATION. �J ANCHOR ,.,'• -MAX MAX. 1a EMBEDMENT . '• ' ` '` POCKET BY OTHERS,SEE r"; 17 OPT. ' 17 OPT. NOTE 6 BELOW. °d MEN,T••: ".'' EXTERIOR o FOR DOOR HEIGHTS OVER 96" OPT 1/4"MAX. ,+ P ANCHOR SEE FIG 1. O 10 97 MAX.O.C. TYP,ANCHOR TYPE,EMBEDMENT EXTERIOR• n CONCRETE/CMU THIS SHEET 31 d 30 q AND EDGE DISTANCE PER EDGE PER ANCHOR R27 8 SUBSTRATE,SEE TABLE A,SHEET 1 DISTANCE REQUIREMENT 2 d &NOTE 3,BELOW INTERIOR POCKET EXTERIOR POCKET 22 81 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,BELO CREVISED THE METAL SUBSTRATE EDGE 2X WOOD BUCKSTRIP OR as UDUCT tho Florida EDGE DISTANCE FRAMING,SEE ANCHOR Building Code DISTANCE OPT.ANCHOR NOTE 3,SHEET 1 Iv .. 20-0429.05 DETAIL 13 OPT.ANCHOR Expiration Dater 04/14/2021 INTO METAL EMBEDMENT 17 OPT• + 17 OPT. Miami-0ado Product Control EMBEDMENT 7I1- DETAIL 14 EXTERIOR 1/4"MAX. �» o MAX. IIII/Jq INro wood V 3 10 SEE FIG 1, SEE FIG 1, d THIS SHEET 31 d o THIS SHEET 30 28 R 27 EXTERIOR 22 J�"� 21 91 V �%%II I111111 EXTERIOR POCKET EXTERIOR POCKET NOTES VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 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. J ROSOWSKI O �-- ® 3)SEE SHEET 13 FOR ANCHOR LOCATION&SPACING,FOR ANCHOR QUANTITIES,SEE TABLES 1&2. B)NO CHANGES THIS SHEET :��•• ST'+TE O . 03/23/20 4)SEE TABLES 1&2 FOR REINFORCEMENT REQUIREMENTS. p .,F�oP1oP,,•'_`��� x 5)INTERIOR OR EXTERIOR POCKETS APPLICABLE FOR ALL INSTALLATION METHODS. 1070 TECHNOLOGY DR �� �'i�SS/ • �ta� 6)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS N.VENICE,FL 34275 1j�NI AL 111+ AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. (941)480-1600 SGD-5570 NTS 6 OF 21 MD-5570.0 B A LYNN M LLER,P.E. REGISTRATION 029299 P.E.#58705 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 PRESSURE,USING THE ANCHOR QUANTIES LISTED BELOW.SEE TABLE A, Glass Types 1,1A,3 or 3A 80" 84" 96" SHEET 1 FOR COMPLETE ANCHOR LIMITATIONS. Astragal Reinforcement#29 68-15f16"DLO Height 72-15/16'DLO Height 84-15/16"DLO Height THE MAXIMUM DP AT THESE ANCHOR QUANTITIES.ADDITIONALLY,THE Lockstlle Reinforcement#25 or#26 Anchor Group Anchor Group Anchor Group MAXIMUM POSITIVE OP DUE TO THE SILL HEIGHT MUST ALSO BE Std.Interlock Reinforcement#27 A 7 B I C I D A e I C I D A B I C I D CONSIDERED,SEE TABLE B1,THIS SHEET. Design Pressure +60/-60psf +60/-60 psf +60/-60psf #OF ANCHORS THROUGH THE HEAD&SILL.(EX:FOR C3+1,3 ANCHORS 165/8" Head/Sill C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 CLUSTERED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT 24° DLO Width Jamb 5 5 5 5 5 5 5 5 5 5 5 5 MIDSPAN OF PANEL). P-hook 7 7 7 7 7 7 7 7 8 8 8 8 TOTAL#OF ANCHORS THROUGH THE JAMB. Design Pressure +60/-60 psf +60/-60 psf +60/-60 psf THE#OF ANCHORS REQUIRED THROUGH THE P-HOOK, 225/8° Head/SIII C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 PERPENDICULAR TO THE GLASS. 30" DLO Width Jamb 5 5 5 5 5 5 5 5 5 5 5 5 F P-hook 7 7 7 7 7 7 7 7 8 8 8 8 Design Pressure +60/-60 psf +60/-60 psf +60/-60 psf c 28.5/8" Head/Sill C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 PRODUCT REVISED a 36° DLO Width Jamb 5 5 5 5 5 5 5 5 5 5 5 5 as complying with the Florida c 1 P-hook 7 7 7 7 7 7 7 7 8 8 6 8 Building Code o NOA-to. 20.0429.05 z Design Pressure +60/-60psf +60/-60psf +601-60psf Expiration Dater 24/1 412 0 2 1 34LO Head/Sill C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 42" DLO TABLE B1: Width Jamb 5 5 5 5 5 5 5 5 5 5 5 5 Water-Limited M aml-Dado Product Control P-hook 7 7 7 7 7 7 7 7 8 e 8 8 + Design Pressure FIG 1: ( ) 9 OH LENGTH 40-5/8" DeslgnPressure +60/-60ps1 +60/-60psf +60/-60psf Sill Nom.Sill Max.(+)DP Head/Sill C3+2 C3+1 C3+1 C3+1 C3+2 C3+1 C3+1 C3+1 C5+2 C3+1 C3+1 C3+1 48" DLO Riser Height Allowed � DOOR ASSEMBLIES Width Jamb 5 5 5 5 5 5 5 5 5 5 6 5 None 1-11116" See Note 2 INSTALLED WHERE THE P-hook 7 7 7 7 7 7 7 7 8 8 8 8 42 2-1/2" +38.7 psf = OVERHANG(OH)LENGTH IS EQUAL TO OR GREATER THAN 43 3-1/2" +60.0 psf 0 THE OVERHANG HEIGHT IS USED IN EXAMPLE ON SHEET 9 44 4-1/16" +60.0 psf EXEMPTED FROM WATER 45 45/6" +60.0 psf INFILTRATION RESISTANCE. DLO WIDTH=NOM.PANEL WIDTH-7-3/8" DLO HEIGHT= O I PANEL HEIGHT=DOOR HEIGHT-2-1 2" o\O\V LYNA, TABLE NOTES: �'j�•'�CEra,g$. VINYL SLIDING GLASS DOOR NOA(LM) Igi 10/05/15 ' 1)IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 1 NO''8705 7L AND TABLE 61 DETERMINES THE WATER LIMITED(+)DR DP&ANCHOR QUANTITY TABLE 14- J ROSOWSKI = 2)IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1,A SILL ® tAT'l ��RISER IS NOT REQUIRED.IF S0,+DP'S SHOWN IN TABLE 1 MAY BE USED. B)CORRECTED DLO WIDTH. d� 03/23/20 :O ., F 3)SEE SILL RISER TYPES ON SHEET 4. .,,'coRIor•,.•'_�_� 4)SHEET APPLIES TO 2,3 AND 4 TRACK CONFIGURATIONS. 1070 TECHNOLOGY DR �� % S'S/ ' "' �c?•` 5)REFER TO ANCHOR NOTES,SHEET 1. N.VENICE,FL 34276 ',�OVAL ti �` 6)SEE SHEETS 11-16 FOR ANCHOR LOCATION&SPACING (941)480-1600 SGD-5570 NTS 7 OF 21 $ MD-5570.0 6$ B A.L�A MiUAA•P.E. REGISTRATION#29293 P.E.458705 TABLE 2: Design Pressure(DP)and Anchor Quantities Required, (fir all approved configurations on Sheet 2) ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN Use this table for. Door Unit Height PRESSURE,USING THE ANCHOR QUANTIES LISTED BELOW.SEE TABLE A, Glass Types 2 or 4 80" 84" 96" 108" EAnchor SHEET 1 FOR COMPLETE ANCHOR LIMITATIONS. Astragal Reinforcement#29 68-15/16"DLO Height 72-15116"DLO Height 84-15116"DLO Height 96-15116"DLO HeightLO Height THE MAXIMUM DP AT THESE ANCHOR QUANTITIES.ADDITIONALLY,THE Lockstile Reinforcement#25 Anchor Group Anchor Group Anchor Group Anchor Grouproup MAXIMUM POSITIVE DP DUE TO THE SILL HEIGHT MUST ALSO BE HD Interlock Reinforcement#28 A B C D A B C D A B C D A B C DC D CONSIDERED,SEE TABLE B2,THIS SHEET. Design Pressure +100/-100 psf +100/-100 psf +100/400 psi +60/-65 psf +60/-65 psi #OF ANCHORS THROUGH THE HEAD&SILL.(EX:FOR C3+1,3 ANCHORS 16-518" Head/Sill C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+ 5+1 C3 1 C3+1 C +1 C3+1 C3+1 C3+1 I C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 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 6 6 6 MIDSPAN OF PANEL). Width TOTAL#OF ANCHORS THROUGH THE JAMB. P-hook j 7 1 7 1 7 1 7 7 7 7 7 e 1 8 8 8 9 9 1 9 1 9 10 10 1 10 1 10 THE#OF ANCHORS REQUIRED THROUGH THE P-HOOK, Design Pressure +100/-100psf +100/-100psf +100/-100psf +60/-65psf +60/-65psf PERPENDICULAR TO THE GLASS. 22a/8" Head/Sill C5+1 C3+1 C3+1 C3+1 05+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 complying with tho Florida Width Jamb 5 5 5 5 5 5 6 5 5 5 7 5 6 6 6 6 6 6 6 6 Building Codo P-hook 7 7 7 7 7 7 7 7 8 8 8 8 9 9 1 9 9 10 10 10 10 NOA No. 20.0429.05 Design Pressure +100/-100psf +100/-100psf +100/-f00psf +60/-65psf +60/-65ps/ IxpirationDotem2411412021 28 518" FIG 1: B r 1 z, r•Z,,,". 36" DLO Head/Sill C5+2 03+1 C5+1 C3+1 C5+2 C3+1 05+1 C3+1 C5+2 CS+1 C5+1 C3+1 C5+1 C3+1 C3+1 C3+1 C5+1 C3+1 C5+1 C3+1 By,_ � OH LENGTH Miam4-Dodo Product Control Width Jamb 5 5 6 5 5 5 6 5 5 5 7 5 6 6 6 6 6 6 6 6 P-hook 7 1 7 1 7 1 7 7 7 7 7 8 8 8 8 9 9 9 9 10 10 10 10 � DOOR ASSEMBLIES ys Design +100/-100psf +100/-100psf +100/-100psf +60/-65psf +60/-65psf (D INSTALLED WHERE THE c 3458 Head/Sill C5+2 C3+2 C5+2 C3+1 C5+2 C5+2 C5+2 C3+1 C5+2 CS+2 05+2 C3+1 C5+1 C3+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 Width Jamb 5 5 7 5 5 5 7 5 5 5 8 5 6 6 6 6 6 6 7 6 = THE OVERHANG HEIGHT IS E P-hook 7 7 7 7 7 7 7 7 8 8 8 8 9 9 9 9 10 1 10 1 10 1 10 O EXEMPTED FROM WATER z Design Pressure +100/-100psf +100/-100psf +92/-92psf• +60165psf +60/-65psf INFILTRATION RESISTANCE. 40-5/8" Head/Sill C5+2 C5+2 C5+2 C3+2 C5+2 C5+2 05+2 C3+2 C5+2 CS+2 C5+2 C5+2 C5+2 C3+1 C5+2 C3+1 C5+2 C5+1 C5+2 C3+1 48" DLO 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 9 9 9 10 10 10 10 TABLE B2: Design Pressure +80/-80psf +80/-80psf +80/-80psf +60/65psf +54.1/-58.7 psf Water-Limited 46-5/8" Head/Sill C5+2 C3+2 C5+2 C3+2 C5+2 C3+2 C5+2 C3+2 C5+2 C5+2 C5+2 C3+2 C5+2 C5+2 C5+2 C5+2 C5+2 05+2 C5+2 C5+2 (+)Design Pressure 54" DLO Width Jamb 5 5 6 5 5 5 7 5 5 5 8 5 6 6 8 6 6 6 8 6 Sill Nom.Sig Max.(+)DP P-hook 7 7 7 7 7 7 7 7 8 8 8 8 9 9 9 9 10 10 10 10 R ser Height Allowed Design Pressure +80/-80psf +80/-80psf +80/-80psf +59.1/-64psf +49.6/-53.7 psf None 1-11/16" SeeNote2 52S/8" Head/Sill C5+3 C3+2 CS+3 C3+2 05+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 CS+2 42 2-1/2" +38.7 psf 60" DLO Jamb 5 5 6 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 1/16" +80,0 psf •+/-100.0 PSF FOR ANCHOR GROUPS B,C&D. 45 4-5/8" +100.0 psf DLO WIDTH=NOM.PANEL WIDTH-7-3/8" DLO HEIGHT=DOOR HEIGHT-11-1/16" ��``\�1YLYlVrrrrri PANEL HEIGHT-DOOR HEIGHT-2-1/2" ����•'�GEN3N2j�C,�`. TABLE NOTES: VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 =:1r No.58705 Tt 1)IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 2 = - AND TABLE B2 DETERMINES THE WATER LIMITED(+)DP. DP&ANCHOR QUANTITY TABLE j� J ROSOWSKI '•,G 2)IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1,A SILL ju-T %O TAT E pp �= RISER IS NOT REQUIRED.IF SO,+DP'S SHOWN IN TABLE 2 MAY BE USED. B)CORRECTED DLO WIDTH. 03/23/20 'T�'•.FtoreloP•,•'_��k;� 3)SEE SILL RISER TYPES ON SHEET 4. 4)SHEET APPLIES TO 2,3 AND 4 TRACK CONFIGURATIONS. 1070 TECHNOLOGY DR �� �rrr1310NAL 5)REFER TO ANCHOR NOTES,SHEET 1. N.VENICE,FL 34275 6)SEE SHEETS 11-16 FOR ANCHOR LOCATION&SPACING (941)480-1600 SGD-5570, NTS 8 OF 21 MD-5570.0 -4 B A LYNN MILLER,P.E. REGISTRATION M29298 P.E.#50705 EXAMPLE: Q 3-PANEL,3 TRACK,STRAIGHT CONFIGURATION-PXXX, FRAME JAMB REQUIRED HEAD SPLICE INTERIOR r CENTERLINE I—CENTERLINE SEE FIGURE BELOW FOR ADDITIONAL INTERIOR MOUNT POCKET,48"X 84"NOM.PANELS, Q INTERIOR POCKETS OF INTERLOCK �OFINTERLOCK ANCHOR INFORMATION. LAMINATED,IG GLAZING,ANCHOR GROUP A IN WOOD SUBSTRATE, CENTERLINE CENTERLINE I CENTERLINE MAX• OF PANEL) OF PANEL2 OFPANEL3 PROJECT DESIGN PRESSURE REQUIRED:+48.2/-58.6 PSF POCKETBY OTHERS,SEE NOTE 6, SHEET6 +2-ANCHORAGE, 25-W8"MAX' 6' 6, ANCHORAGE, SHEET 12 "+2"ANCHORAGE, MAX. SHEET 12CLUSTER, 'C3"CLUSTER, SHEET 12 SHEET 12 SHEET 12 END ANCHORAGE EXTERIOR SEE POCKET JAMB (MIN.1 ANCHOR) 15 EXTERIOR SPLICE NOTE: INSTALLATION ON HEAD ANCHORAGE DETAILS OPT.ANCHORIN NON-STRUCTURAL ANCHORS MAY SHEET6 pXXX(3-TRACK)TRACK)TO AID IN BE ADDED INFIELD AS NEEDED TO ALIGNMENT ALIGN THE HEAD OR SILL IF A 10, SPLICE OCCURS WITHIN A POCKET. SILL SPLICE INTERIOR CENTERLINE I_ CENTERLINE SEE FIGURE BELOW FOR ADDITIONAL OF INTERLOCK OF INTERLOCK ANCHOR INFORMATION. 6„ CENTERLINE CENTERLINE CENTERLINE MAX• OF PANELI OF PANEL2 OF PANEL POCKETBY 0 0 If 0 0 EXTERIOR INTERIOR OTHERS,SEE �. NOTE 8, 0 0 0 0 0 0 0 SHEETS OIL I "+2° "+2"ANCHORAGE, 25-316-MAX. 6" ANCHORAGE, SHEETII '+2"ANCHORAGE, MAX. SHEETII •C3"CLUSTER, 'C7CLIJSTER, SHEET 11 12'MAX. 21.6" FRAME JAMB SHEEP 11 SHEET 11 END ANCHORAGE EXTERIOR SEE POCKET JAMB MIN.1 ANCHOR MAX. REQUIRED@ INSTALLATION ON ( ) 15 O.C. INTERIOR POCKETS SILL ANCHORAGE DETAILS SHEETS PXXX(3-TRACK)TRACK)1)KNOWING THE PRODUCTS REQUIREMENTS,SCAN THROUGH TABLES 1&2 PRODUCT REVISEDas complying with the Florida FOR A DESIGN PRESSURE THAT MEETS OR EXCEEDS THE REQUIREMENT OF Building Code +48.2/-58.6 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 NEXTCLUSTER Expiration Doter 0 411 4/2 0 2 1 PRESSURE REQUIREMENTS. TO BE 25-316"O.C.OR LESS Byn_I I•�ti•" FOR WOOD INSTALLATION USING ANY Head/Sill C3+2 Miami-Dade Product Control ANCHOR IN GROUP A(SEE TABLE A),TABLE I Jamb I5 1 SHOWS ANCHOR REQUIREMENTS OF: I P-hook 1 7 • 2)ANCHOR LOCATION DETAILS,CAN BE FOUND ON: 6'Mnx MAX. HEAD(CLUSTER ANCHORS):SHEET 12 FOR THE"C3"CLUSTER ANCHORS AT CENTERLINE OF END PANEL 6" OPT.ANCHOR THE INTERLOCK/ASTRAGAL. FOR SILL(SHOWN)AND HEAD,ANCHORS AT THE TO AID IN HEAD(INTERMEDIATE ANCHORS):SHEET 12 FOR THE"+2 ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY REQUIRED IF THE ALIGNMENT MIDSPAN OF EACH PANEL. O.C.DISTANCE TO THE NEXT ANCHOR CLUSTER IS OVER P-HOOK JAMB SILL(CLUSTER ANCHORS):SHEET 11 FOR THE"C3"CLUSTER ANCHORS AT 25-3/8",OTHERWISE ANCHORS ARE NOT REQUIRED AS ��i 11 I I I 111III THE INTERLOCK/ASTRAGAL. PER THE FIGURE ABOVE: �, Y LYN 1 i ANCHORAGE ANCHORAGE �oN .....h.rIfl DETAILS DETAILS SILL(INTERMEDIATE ANCHORS):SHEET II FOR THE"+2 ANCHORS AT THE a<,•''�icEN ! MIDSPAN OF EACH PANEL. JAMB:5 ANCHORS,SHEET 13 FOR GEN.LAYOUT. LS VINYL SLIDING GLASS DOOR NOA(LM) IgI 10/05/15 =1 No.50705 FOR PRODUCT REFERENCES,ALSO SEE: P-HOOK:7 ANCHORS,SHEET 13 FOR GENERAL A)SHEET 2 FOR ALLOWABLE CONFIGURATIONS AND EXACT LAYOUT. STRAIGHT DOOR EXAMPLES J ROSOWSKI '•,C 0 ir; LOCATIONS OF CROSS-SECTION DRAWINGS. ® l[({� ` B)SHEET 10 FOR SPECIFIC GLAZING TYPES. 3)INSTALLATION DETAILS INTO WOOD CAN B)NO CHANGES THIS SHEET. d� 03/23/20 �'� '•. F'ArE F C)SHEET 17 FOR ALLOWABLE PANEL TYPES AND CALL NAMES. BE FOUND ON: LOF;IDI,.• D)SHEETS 4&18 FOR EXTRUSION CROSS-SECTION DRAWINGS. HEAD&SILL:SHEET4 1070 TECHNOLOGY DR � /ONAL sN���� E)SHEET 19 FOR INSTALLATION OF ADDITIONAL ACCESSORIES, JAMB:SHEET 3 N.VENICE,FL 34275 'I I1111 F)SHEET 21 FOR A BILL OF MATERIALS. P-HOOK:SHEET 6 (941)-480-1600 SGD-5570 NTS 9 OF 21 MD-5570.0 REGISTRATION xt9R98 � g A INN MILLER,P.E. P.E.A 58705 1-1/16"NOM. 3/16"HS GLASS 9 3/16"HS GLASS 3116"HS GLASSY 3116"HS GLASS 3/16"ANNGLASS 76 76 .090"PVB .090"PVB .090"SG 7/16"AIR SPACE 77 78 3/16"ANN GLASS - 3/16"HS GLASS 3/16"HS GLASS 3116"T GLASS PAINTED! PAINTED/ PAINTED! PAINTED/ LAMINATED LAMINATED /LAMINATED 8z oR ea /LAMINATED ee OR 81 `SURFACE 80 OR 81 ——Is SURFACE eo OR 81 —— / SURFACE / SURFACE EXTERIOR <�D EXTERIOR XTERIOR EXTERIOR PROD S"EXTERIOR- 1 `!,(\ PROD S"F�CTERIOR- I PRODUCTES"EXTERIOR- I PROD IS°EXTERIOR- / GLAZED"IF#8D-81 IS I I 7/8"NOM. GLAZED"IF#80-81 IS I 1 I 1 I I 718"NOM. TOWARDS THE EXTERIOR.I 7G ASS GLAZED'IF#E E IS 7/B"NOM. GLAZED"IF T18 EXTERIOR. I GLASS TOWARDS THE EXTERIOR.I D I GLASS TOWARDS THE EXTERIOR.I � I GLASS TOWARDS THE EXTERIOR.I D I GLASS BITE I I BITE I I BITE I I BITE GI INTERIOR I �INTERIOR I �INTERIOR I (:T INTERIOR PRODUCT IS'INTERIOR- I I PRODUCT IS"INTERIOR- I I PRODUCT IS"INTERIOR- I I PRODUCT IS"INTERIOR- GLAZED"IF#80.81 IS I 79 GLAZED"IF#80-81 IS I 79 GLAZED"IF 080-81 IS I 79 GLAZED"IF 082-831S I 79 TOWARDS THE INTERIOR. I TOWARDS THE INTERIOR. I TOWARDS THE INTERIOR. I TOWARDS THE INTERIOR. 'SEE NOTE 2, B5 SEE NOTE 2, 65 SEE NOTE 2, 85 SEE NOTE 2, 88 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 43/16"NOM. ELT BUTYL "T'=TEMPERED STRUCT 1-1116"NOM. 1-1/16"NOM. "PVB"=.090"TROSIFOLO PVB INTERLAYER SILI 3116"HS GLASS 3/16"HS GLASS BY KURARAY AMERICA,INC. /i STRUCTURAL ,090"PVB .O9D"SG "SG"_.090"SENTRYGLAS®INTERLAYER POLYISOBUTYLENE 1/4"NOM.WITH DESICCANT 3/16'HS GLASS 75 7s BY KURARAY AMERICA,INC. DESIC 3/16"HS GLASS 75 7sEXT.GLASS EXT.GLA7/16"AIR SPACE 77 78 7/i6"AIRSPACE 77 78 3/16"TGLASS 3/16'TGLASS PRODUCT REVISED PAINTED/ PAINTED/ as computing with the Florida Building Coda 9z oR s316 LAMINATED OOR 83 LAMINATED NOA-No. 20-0429.05 SURFACE � SURFACE Ex iration DaleiO4/14/2021 INT.GLASS GLASS EXTERIOR � EXTERIOR � P PRODUCT IS"EXTERIOR- 1 PRODUCT IS"EXTERIOR- I Byl_1 cc 7 1.G/+"-�•. GLAZED"IF#82-83 IS I 718"NOM. GLAZED"IF#82-83 IS SUPER 7G NOM. Mlaml-0ade Product Central 75 KODISPACE TOWARDS THE EXTERIOR. GLASS TOWARDS THE EXTERIOR.78 O � I I I 4SG TPS SPACER NXT I I BITE I I BITE a INTERIOR I a INTERIOR ALUMINUM PRODUCT IS"INTERIOR- I I PRODUCT IS"INTERIOR- I I &OAMSTAINLESS EMENT p0LYISO- DESICCANT FILL AREA GLAZED"IF#82-831S I 79 GLAZED"IF#82-831S I I 79 BUTYLENEVI 5/16"NOM. TOWARDS THE INTERIOR. I TOWARDS THE INTERIOR, SEAL es 9s BUT LICONE SEAL SEE NOTE 2, SEE NOTE 2, DESICROLL-FORMED THIS SHEET THIS SHEET 11 t t I I I 1 1)1 F STEEL GLASS TYPE 3A GLASS TYPE 4 \�,.N�o��.LYNN���� EXT.GLAS NOTES: ' tGL•N 4F'• C� EXT,GLASS 1)BACKBEDDING SURFACES SHALL NOT BE PAINTED OR LAMINATED. VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 =�;: Ivo.58705 SS GLASS 2)PRODUCT MAYBE EITHER j�2TGLAZING DETAILS J ROSOWSKI vl INTERIOR OR EXTERIOR GLAZED, N z0 ® O STATE F . DURASEA0 XL EDGETm PROVIDED THAT THE"HS"SURFACE n B)NO CHANGES THIS SHEET. rc 03/23/20 ` 77 SPACER 79 SPACER OF A LAMINATED GLAZING UNIT ,FL OR ',7�SS�O(VAI. ADHERED TO THE GLAZING LEG.. 1070 N. TECH � d (941)480-1800 IIISGD-5570111 NTS 10 OF 21 $ MD-5570.0 B A.INN MILLER,P.E. REGISTRATION 029298 P.E.#68705 SILL CLUSTER ANCHORS LAYOUT: SILL"+"INTERMEDIATE ANCHORS LAYOUT: ASTRAGAL OR ASTRAGAL OR PANEL INTERLOCK CENTERLINE INTERLOCK PANEL PANEL CENTERLINE 4„ CENTERLINE 4„ CENTERLINE 4„ CENTERLINE 4„ EXTERIOR EXTERIOR EXTERIOR EXTERIOR EXTERIOR 2-TRACK CLUSTER"C3" 2-TRACK CLUSTER"CS" '� 2-TRACK INTERMEDIATE '� 2-TRACK INTERMEDIATE 2-TRACK INTERMEDIATE ANCHOR LOCATIONS ANCHOR LOCATIONS "+11 ANCHOR LOCATION "+2"ANCHOR LOCATIONS "+3"ANCHOR LOCATIONS ASTRAGAL OR ASTRAGAL OR INTERLOCK— INTERLOCK PANEL PANEL PANEL CENTERLINE 4" CENTERLINE 4" CENTERLINE CENTERLINE 4" CENTERLINE 4" 0 ° ° o EXTERIOR 3.22" EXTERIOR 3.22" EXTERIOR EXTJER�IOR 3.22" EXTERIOR —�•I 3.22" v 3-TRACK CLUSTER"CT 3-TRACK CLUSTER'C5" 15 3-TRACK INTERMEDIATE v 3-TRACK INTERMEDIATE 3-TRACK INTERMEDIATE ANCHOR LOCATIONS ANCHOR LOCATIONS "+1"ANCHOR LOCATION "+2"ANCHOR LOCATIONS "+3"ANCHOR LOCATIONS ASTRAGAL OR - ASTRAGAL OR INTERLOCK INTERLOCK— PANEL PANEL PANEL CENTERLINE 4" CENTERLINE 4„ CENTERLINE CENTERLINE CENTERLINE_ 4" o 0 EXTERIOR ID 3.22" EXTERIOR 3.22" EXTERIOR 4-TRACK CLUSTER � n EXT2IE-IRyIOR EXTERIOR 3,22" 4-TRACK CLUSTER v 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 PERTAIN TO THE FOLLOWING 5ILL 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 DISTANCE IS 2.375" 2.375" 2)TRACK-TO-TRACK DISTANCE IS 2.375" t2-375.1 FOR ALL SILLS: FOR ALL SILLS: PRODUCT REVISED W1111111" Head/Sill +1 as complying with the Florida \����Oil(LY'NN G'i,, Jamb 5 Building Code ` \ -••.,• 4� ice' FIGURES PERTAIN TO THE FOLLOWING SILL P-hook 7 NOa-No. 20-0429,0$ ��,• LIOENS�c••�1�� CLUSTER ANCHOR LOCATIONS: I Expiration Date)04/14/2021 ND.58705 VINYL SLIDING GLASS DOOR NOA(LM) ja 10/05/15 By'— MIam"ade Product Control ANCHOR LOCATIONS A � J ROSOWSKI J ' c ��.'. srATE B)NO CHANGES THIS SHEET. 03/23/20 %.�Sp F/•P7 DI.,'• Head/Sill q 1 1070 TECHNOLOGY DR $ Jamb 5 N.VENICE,FL 34275 P-hook 7 (941)-480-1600 d J A LYNN MILLER,P.E. REGISTRATION 029298 SGD-5570 NTSIII 11 OF 21 Jz MD-5570.0 B P.E.#68705 HEAD CLUSTER ANCHORS LAYOUT: HEAD"+"INTERMEDIATE ANCHORS LAYOUT: ASTRAGAL OR ASTRAGAL OR PANEL PANEL 4" INTERLOCK 4" PANEL CENTERLINE 4" — 4" CENTERLINE CENTERLINE CENTERLINE CENTERLINE EXTERIOR 3,22" EXTERIOR 3,22" EXTERIOR EXTERIOR 3.22" EXTERIOR I/ 3,22" 2-TRACK CLUSTER"C3" 2-TRACKCLUSTER'C5" 15 2-TRACK INTERMEDIATE 2-TRACK INTERMEDIATE 2-TRACK INTERMEDIATE ANCHOR LOCATIONS ANCHOR LOCATIONS "+1"ANCHOR LOCATION '+2"ANCHOR LOCATIONS "+3"ANCHOR LOCATIONS ASTRAGAL OR ASTRAGAL OR INTERLOCK INTERLOCK PANEL L PANEL CENTERLINE PANEL CENTERLINE 4„ CENTERLINE 4„ CENTERLINE_ CENTERLINE 4 75° 4" EXTERIOR ­4 3.22" EXTERIOR EXTERIOR EXTINTERMEDTEERIOR EXTERIOR 3-TRACK CLUSTER"C3" Cf 3-TRACK CLUSTER'C5" �/ +1"ANCCHOR LOCATION �/ "2'AANCHIOR NTERMEDIATE LOCATIONS v "+-3"ANCHOR INTERMEDIATE ANCHOR LOCATIONS ANCHOR LOCATIONS ASTRAGAL OR ASTRAGAL OR PANEL PANEL PANEL INTERLOCK— INTERLOCK—�• CENTERLINE CENTERLINE CENTERLINE 4' CENTERLINE 4" CENTERLINE 4�i EXT�+IE--1RIIOR 3,22 EXTERIOR 3.22 EXTERIOR EXTERIOR EXTERIOR — 3.22" v 4-TRACK CLUSTER 4-TRACK INTERMEDIATE 4-TRACK INTERMEDIATE"+2' 4-TRACK INTERMEDIATE"+3' 4-TRACK CLUSTER "+1'ANCHOR LOCATION ANCHOR LOCATIONS ANCHOR LOCATIONS "C3'ANCHOR LOCATIONS 'C5'ANCHOR LOCATIONS NOTES: FIGURES PERTAIN TO THE FOLLOWING HEAD 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. INTERMEDIATE ANCHOR LOCATIONS: NOTES: 2)TRACK-TO-TRACK 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. DISTANCE IS 2.37'5 t2.375" 2)TRACK-I,TRACK FOR ALL HEADS: DISTANCE IS 2.375" W2.375" FOR ALL HEADS: PRODUCT REVISED Head/Sill 1 as compiling with the Florida Jamb 5 Building Coda �Op1'.I LYAI/y FIGURES PERTAIN TO THE FOLLOWING HEAD NOA-No. 20.0429.05 `` CLUSTER ANCHOR LOCATIONS: P-h00K 7 Expiration Data,04/14/2021 '�•'• UC[N$F'•.,����' I s�_ 1.Gi,.,-+, VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 B No.58705 "— _ ;} Mlaml-Oado Product Control ANCHOR LOCATIONS B jm J ROSOWSKI i �� Qj B)NO CHANGES THIS SHEET. 4M 03/23/20 •F<ua10".• �� Head/5ill C3 1 �i S/ 1J `� Jamb 5 1070 TECHNOLOGY DR �� '/i/�ONALIE`��` P-book 7 N.VENICE,FL 34275 REGISTRATION 00 SGD-5570 NTSill 12 OF 21 $ MD-5570.0 B A LV.E MILLER,RE REGISTRATIONN79IB8 P.E.#5a705 P-HOOK ANCHORS LAYOUT: JAMB ANCHORS LAYOUT, (PARTIAL VIEW). FIGURES PERTAIN TO THE FOLLOWING JAMB ANCHOR LOCATIONS: 2.375" —►1 r-- 4.75" r—►t 7.125" 6" MAX. Head/Sill I T 21.6" 21.6" 21.6" JambMAX. MAX. MAX. P-hook O.C. EXTERIOR EXTERIOR EXTERIORO.C. EXTERIOR OPT.ANCHOR TOAID 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 MAX. MAX. MAX. (SIMILAR TO THE 2-TRACK JAMB)AS REQUIRED TO MEET MIN.EDGE DISTANCE I 2-TRACK FRAME I 3-TRACK FRAME I 4-TRACK FRAME CONSTRAINTS.IN CASE OF AN ODD 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 (4)WEEP NOTCHES PER END @ 1"X.500" PER END @ 1"X.500" PER END @ 1"X)WEEP H 500" SILL SILL EXTERIOR SILL EXTERIOR ( EXTERIOR (3)TRACK WEEP HOLES 6"MAX. EVERY 24"@ 1.125"X.190";; (6)TRACK WEEP HOLES \ OPT.ANCHOR (10)TRACK WEEP HOLES (1)WEEP NOTCH EVERY EVERY 24"@ 1.125"X.190";� — TO AID IN 24"@ 1.375"X.500" (1)WEEP NOTCH EVERY EVERY @ X.19 ALIGNMENT 24"@ 1.375"X.509' (1)WEEP P NOOTCHTCH EVERY 24"@ 1.375"X.500" NOTES: 1)SEE TABLES 1&2 FOR EXACT QUANTITY SILL WEEPHOLE LAYOUT(2,3&4 TRACKS) PRODUCT REVISED OF ANCHORS REQUIRED IN THE P-HOOK. as complying with the Florida \�.��O\1Y LY,vN��//i� Building Coda ,a'�,.• �IGEN FIGURES PERTAIN TO THE FOLLOWING POCKET JAMB NOA-NO. YO-O4Y9.OS P•HOOK ANCHOR LOCATIONS: Expiration Dater O4/'I4/ZO2'I 1 �`• .: No.58705 VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 Miami-Dade Product Control ANCHOR LOCATIONS C & J ROSOWSKIO�'. gTE Head/Sill C3+7 B)NO CHANGES THIS SHEET. 03/23/20 ��''�TONAL`Er��� Jamb 5 1070 TECHNOLOGY DR P-hook 7 N.VENICE,FL 34275 (941)-480-1600 SGD-5570 NTS 111 13OF21 g MD-5570.0 1991 B ALYP.E.#8705PE REGISTRATION r29298 III HEAD 90'CORNER CLUSTER ANCHORS LAYOUT: SILL 90'CORNER CLUSTER ANCHORS LAYOUT: FIGURES PERTAIN To THE FOLLOWING 60'CORNER SILL ANCHOR LOCATIONS: 90° 4" >4„ 4" 4" 4" 4" 4" 4" V 0 0 o 1Head/SIII I C3 1 3-22 EXTERIOR 3.22 EXTERIOR Jamb 1 5 2-TRACK 90'CORNER 2-TRACK 90'CORNER iiilll P-hook 7 "C4'ANCHOR LOCATIONS 'lu 'OF ANCHOR LOCATIONS 1�jl 2-TRACK 90'CORNER EXTERIOR 2-TRACK 90'CORNER EXTERIOR (USE WHERE-Cr IS SPECIFIED) (USE WHERE°C5"IS SPECIFIED) 'C4'ANCHOR LOCATIONS n "C6'ANCHOR LOCATIONS (USE WHERE'C3-IS SPECIFIED) (USE WHERE"C5"IS SPECIFIED) 0 4" 4„ 4" 4" PRODUCT plying Rwith thoEFlorlda Bullding Code NOA-No. 20-0429.05 0 Expiration Dates 04/14/2021 4" 4" 4„ 4„ o MIam4-0ado Product Control EXTERIOR 3.22" EXTERIOR 3-TRACK 90R CORNER 3-TRACK 90°CORNER �nn 3-TRACK 90'CORNER EXTERIOR 3-TRACK 90°CORNER EXTERIOR "C4"ANCHOR LOCATIONS 'C6'ANCHOR LOCATIONS V '04"ANCHOR LOCATIONS "CIS ANCHOR LOCATIONS (USE WHERE-C3"IS SPECIFIED) (USE WHERE-05"IS SPECIFIED) (USE WHERE'C3°IS SPECIFIED) (USE WHERE'CS"IS SPECIFIED) 4 4" " o �� O10 LY/v 11�ii 4" 4" `� � OCErasF J 4" 4" 4„ o ^D NO.58705 iv ��0,�'.• SVATED ,•���� EXTERIOR 3•�„ EXTERIOR 4" 3.2Z' ' i�LS "C4"AN HOR LOCATIONS 'C6'CK 90'CORNER TARNACHOR LOCATIONS lu 4-TRACK 90'CORNER EXTERIOR 4-TRACK 90°CORNER IXTERIOR /ll�/ON,t,L IE (USE WHERE"C3'IS SPECIFIED) (USE WHERE'CS"IS SPECIFIED) 'C4"ANCHOR LOCATIONS � "C6"ANCHOR LOCATIONS (USE WHERE'C3'IS SPECIFIED) (USE WHERE-CS"IS SPECIFIED) A.LYNN MILLER,P.E. NOTES: P.E.056705 FIGURES PERTAIN TO THE FOLLOWING W CORNER 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. HEAD ANCHOR LOCATIONS: VINYL SLIDING GLASS DOOR NOA(LM) 10lOS/15 90° SIMILAR DETAILS DEPICT OUTSIDE (SHOWN) N)AND I AND SPACING,AND WOULD IO ANCHOR LOCATIONS D 4 J ROSOWSKI SIMILAR FOR OUTSIDE SHOWN AND INSIDE CORNER CONFIGURATIONS. Head/Sill 1 Fav - Jamb 5 3)TRACK-TO-TRACK a B)NO CHANGES THIS SHEET. ¢� 03/23/20 P-hook 7 DISTANCE IS 2.375" W2.37&' W2.3f75" FOR ALL HEADS AND SILLS: 1070 TECHNOLOGY DR N.VENICE,FL 34275 (941)-480-1600 SGD-5570 NTS 1 14 OF 21 MD-5570.0 9� B REGISTRATION�19296 HEAD 135°CORNER CLUSTER ANCHORS LAYOUT: SILL 135°CORNER CLUSTER ANCHORS LAYOUT: F1LOMN PE- N THE FOGURES 1E5 CO RN ER SILL ANCHOR LOCATIONS: 135 4 4, 4„ 4„ a 0 0 e�I F Head/Sillq— 1 3 22" EXTERIOR Jamb 5 j y Cny 4„ EXTERIOR 4„ EXTERIOR P-hook 7 2-TRACK 135'CORNER " 2-TRACK 135'CORNER 2-TRACK 135'CORNER �J 2-TRACK 135°CORNER"C4"ANCHOR LOCATIONS "C6"ANCHOR LOCATIONS (USE WHERE°C3'IS SPECIFIED) USE WHERE"C5"IS SPECIFIED) 'C4"ANCHOR LOCATIONS "C6"ANCHOR LOCATIONS (USE WHERE"C3°IS SPECIFIED) (USE WHERE"CS"IS SPECIFIED) 4" ° 4„ PRODUCT REVISED 4,� as complying with the Florida Building coda 4„ NoA-lo. 20.0429.05 ° Expiration Dalai 04/14/2021 EXTE�RI,IOR EXTERIOR EXTERIOR EXTERIOR By, 3 22" 3 22„ V MIamF-Dada Product Control 3-TRACK 135°CORNER 3-TRACK 135'CORNER "C4"ANCHOR LOCATIONS "C6"ANCHOR LOCATIONS 3-TRACK 135'CORNER 3-TRACK 135°CORNER (USE WHERE"C3"IS SPECIFIED) (USE WHERE°CS°IS SPECIFIED) "C4'ANCHOR LOCATIONS "06"ANCHOR LOCATIONS (USE WHERE"C3'IS SPECIFIED) (USE WHERE"C5"IS SPECIFIED) 4„ 224" >\w APMQ�R 4" a LYNN�///ii OG 4" ° N0.58705 4" =1' _ EXTERIOR EXTERIOR I-I EXTEERIOR %�O SATE F 4-TRACK 135*CORNER 4- �/ 3.22" \/ '••FL P.,.• TRACK 135°CORNER 4-TRACK 135°CORNER 4-TRACK 135°CORNER i lSs D.... "C4°ANCHOR LOCATIONS "C6"ANCHOR LOCATIONS (USE WHERE"C3"IS SPECIFIED) (USE WHERE"C5'IS SPECIFIED) °C4'ANCHOR LOCATIONS "C6"ANCHOR LOCATIONS ' ��NAL �� (USE WHERE"C3"ISSPECIFIED) (USE WHERE'C5°IS SPECIFIED) I I 1 11 A.LYNN MILLER,P.E. NOTES: P.E.#587DS FIGURES PERTAIN TO THE FOLLOWING 135-CORNER 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. HEAD ANCHOR LOCATIONS: VINYL SLIDING GLASS DOOR NOA(LM) 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 jm' J ROSOWSKI Head/Sill q 1 Jamb 1 5 3)TRACK-TO-TRACK B)NO CHANGES THIS SHEET. kA 03/23/20 P-hook 7 DISTANCE IS 2.375" 2.375" 2.375" 1070 TECHNOLOGY DR FOR ALL HEADS AND SILLS: a �� N.VENICE,FL 34275 (941)-080 1800 REGISTRATION g2S298 SGD-5570 NITS 111 15 OF 21 1111 MD-5570.0 9$ B HEAD SPLICE ANCHORS LAYOUT(u7 INTERLOCK OR ASTRAGAL: SILL SPLICE ANCHORS LAYOUT C�INTERLOCK OR ASTRAGAL: FIGURES PERTAINN TO THE CHORLOCALowwc SPLICED SILL ANCHOR LOCATIONS. SPLICE SPLICE SPLICE LOCATION 4" LOCATION SPLICE LOCATION 4" 4 LOCATION 4„ EXTERIOR EXTERIOR 3•22" EXTERIOR EXTERIOR HeadTill 1 15 2-TRACK SPLICE 2-TRACKSPLICE Jamb 5 2-TRACK SPLICE 2-TRACK SPLICE u .1.ANCHOR LOCATIONS 'C6.ANCHOR LOCATIONS I P-hook 7 'C4"ANCHOR LOCATIONS "CS'ANCHOR LOCATIONS (USE WHERE-C3"IS SPECIFIED) (USE WHERE"C5"IS SPECIFIED) (USE WHERE"03"IS SPECIFIED) (USE WHERE'C5"IS SPECIFIED) SPLICE SPLICE SPLICE SPLICE LOCATION Q 75„ LOCATION 4„ LOCATION Q" LOCATION 4" 0 0 PRODUCT REVISED EXTERIOR 4" EXTERIOR 3.22" EXTERIOR -4 92" EXTERIOR 4" oe lding Cing wkh the Florida n 3-TRACK SPLICE 3-TRACK SPLICE Building Cotlo 2 S A:NCHO-TRACK SPLICE 3-TRACK SPLICE -C4-ANCHOR LOCATIONS � ANCHOR LOCATIONS NOW�Vo. 20.0429.05 v 'C4'ANCHOR LOCATIONS ^CS`ANCHOR LOCATIONS (USE WHERE'C3"IS SPECIFIED) (USE NMERE'C5'IS SPECIFIED) Expiration Datem 04/14/2021 (USE WHERE"C3"IS SPECIFIED) (USE WHERE-05"IS SPECIFIED) Mlomt-0ade Product Control SPLICE 4.75" SPLIC SPLICE SPLICE LOCATION LOCATION 4" LOCATION LOCATION a v v ie 0 EXTERIOR 4„ EXTERIOR 3.22" EXTERIOR 3.22" EXTERIOR 3.22" LY'iJ•I���'�., 4-TRACK SPLICE 4-TRACK SPLICE 4-TRACK SPLICE 1 y 4-TRACKSPLICE ;� .` ,........... "C4'ANCHOR LOCATIONS v "C6'ANCHOR LOCATIONS ••' -10LA�Se•'•�! i"C4"ANCHOR LOCATIONS 'CS'ANCHOR LOCATIONS (USE WHERE"C3"IS SPECIFIED) (USE WHERE-CS'IS SPECIFIED) (USE WHERE"C3"IS SPECIFIED) (USE WHERE"CS"IS SPECIFIED) •� (VO,59705 YSTEFF, NOTES: ',�' ' ORION..., 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. '�hnlllll�,� FIGURES PERTAIN TO THE FOLLOWNG 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. PE.. SaTos 3)TRACK-TO-TRACK VINYL SLIDING GLASS DOOR NOA(LM) 10/05/16 DISTANCE IS 2.376' t2.376, t2-3751, FOR ALL HEADS AND SILLS: ANCHOR LOCATIONS F jm J ROSOWSKI ® � B)NO CHANGES THIS SHEET. ��03/23/20 Head/SIII C3 1 4)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED DR 1070 TECHNOLOGY Jamb 5 BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. N.VENIC FL GY DR 0 P-hook 7 (941)-480-1600 SGD-5570, NTS 16 OF 21 J MD-5570.0 j� B REGISTRATION p2979B PANEL'S RIGHT STILE TYPE SCREEN PANEL TYPES PANEL OUTSIDE 90• INSIDE 90• OUTSIDE 135• INSIDE 135• DOUBLE y TYPES SINGLE SINGLE FIXED LOCKSTILE ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL ASTRAGAL C INTERLOCK ASTRAGAL INTERLOCK INTERLOCK STILE Wl HANDLE BOX OUT BOX IN RECEIVER RECEVER INTRIOROR OUT IN RECEIVER RECEIVER EXTERIOR GLAZED M LOCKSTILE Ell - DOUBLE INTERLOCK SINGLE INTERLOCK F PP K L L TC TA TV TW LOCKSTILE ASTRAGAL OUT f=01m M=90 SINGLSIN LE DOUBLE E INTERLOCK J/"'�8 E P A C C SIC G�/1 J V N V SD INT RLOCK INTERLOCK SW I J,f IN (Imom MOXIO a FIXED RR R S S FC FD FV FV I/ °DUB`E STILE A INTERLOCK LOCKSTILE fe0.Y�N17 (BNta9 J LOCKSTILE WIHANDLE D M J J U ASTRAGAL �.,,.,,,,,,,,,.C1 LOCKSTILE l HAN f0m[Ouq feazwl ASTRAGADOUBLE SINGLE L BOX OUT (J LR T / / DS INTERLOCK "^"""'""—" INTERLOCK MOXmaxovy W ASTRAGAL N T U J BO%IN w J OUT.90• w ASTRAGALLiij�:J= CT CS CF z RECEIVER Q ASTRAGAL AT AS F d RECEIVER A •• ' •v D• PRODUCT REVISED OUT.135• ■ �� ■ ,S ■ �F as Building Code with the Florida V Il V V as complying Code ASTRAGAL NOA-No. 20-0429.05 RECEIVER IN.RECEIVER 35' .a ,w,^ WF Expiration Dater 04/14/2021 ASTRAGAL V IY/, V IY/J Mi _I ucle t duGt. RECEIVER Mlaml-0ade Product Control LEFT RIGHT PANEL PANEL STILE STILE PANEL TYPE "F'SHOWN. PANEL NOTES: \NN\`�111 1 1 I !!! ! 1)SEE DP/ANCHOR TABLES 1&2,SHEETS 7-8 FOR PANEL SIZES&DESIGN PRESSURE. `���..�ICEI�s•�7/� 2)PANEL TYPES NOT SHOWN ARE NOT REQUIRED FOR ANY CONFIGURATIONS AND ARE VINYL SLIDING GLASS DOOR NOA LM 10/05/15 ' NOTAVAILABLE. ( ) / No.59705 PANEL TYPES JROSOWSKI 3)MAXIMUM NOMINAL PANEL WIDTH FOR ALL PANEL CONFIGURATIONS IS 60". ® %�3 `�0 V� B)CORRECTED"E"PANEL TYPE NAME. 03/23/20 :O�'. ATE OF !V` 4)PANEL TYPE MAY BE EITHER EXTERIOR(STANDARD)OR INTERIOR GLAZED,BOTH %,(` '.`<oRlu�;,•'_��: TYPES QUALIFIED BY THIS APPROVAL,SEE DETAILS SHEET 10. 1070 TECHNOLOGY DR $ �� '"!!!!,SS/OAlAL N.VENICE,FL 34275 (941)-480-1600 IIIISGD-5570 NTS 17 OF 21 MD-5570.0 $ P. g a LYNtJ M'ILL�R,P.E REGISTRATION 029296 EX 68705 5.875 ►I 10.635 .640 .125 �•550 .291 061 762 �� 1.812 �O O.100 0 81 .500 .062 .930 + L�-J' 1.928 100 A Q® ®�� ®� FRAME SCREW 301 INTERLOCK CAP, Iq Q 2 TRACK HEAD/JAMB ©4 TRACK SILL COVER(PVC) ©ANCHOR PLATE (J9 TRACK INSERT 10 EXTENDED POCKET 5.178 8.250 1.000 252 062 231 .060 2.060 100---I L "� 8.250 1.435j- I� � 1.613 080 C 10 r [��� 100 .949' I � � 1.983 11 1.813 O o 1.6+81 �oo-�ou�-.062 .060 BOTTOM RAIL 12 OUTER COVER SILL 13 SILLCOV RACK 17 P-HOOK ADAPTOR 18 P-HOOK O3 3 TRACK HEAD/JAMB ®3 TRACK SILL .094 .125 10.625 540 540 r 291 .061 --^�•229 2.975 1 t-2.141 5.875 �-{ i F�-3,000 -_ 075 L O o .329 a I -QEWA FL-n 6z�s_.-�-.osz50 U--IUi--.osz LLL III i--2.607�i �6❑ 100 ❑ � 1 1S KEEPERED 0 EPER BAR REINFORCEMENT ©REINFORCEMENT ©3 FIXED PANEL CLIP ®BAR REINFORCEMENT Q5 4 TRACK HEADMAMB Q2 2 TRACK SILL 2.511� O I.-2.838-� 1.570 .- 1.625 1.595 r- 1.595 r- �- .309 2.696 .080 3.483 .125 2.0jj73 .099 2.833 2.368 2.768 .400 E 2.768 070 2.210 .09075 2.1164.635igqL 4.279 .100 L .300 LLL���2 2.025 312 LL��JJ 34 INTERIOR JAMB COVER 120 -II+-.182 .120 I�-.182 2,291 .100 2'710 1.875 G+- PRODUCT REVISED TOP,BOTTOM TOP,BOTTOM INTERLOCK.300 INTERLOCK.400 ASTRAGAL EXTENDED POCKET INTERLOCK PANEL STILE,TOP ldin ing with the Florida Bs comg Code 32 AND STILE © AND STILE ©REINFORCEMENT, ®REINFORCEMENT, REINFORCEMENT 30 INTERLOCK ADAPTER 31 ADAPTER ASTRAGAL ADD-ON 33 BAND BOTTOM RAIL NOA-do. 20.0429.05 REINFORCEMENT COMPOSITE STANDARD HEAVY-DUTY Expiration Date'0411412021 REINFORCEMENT 53.209 3.326 r-3.345 eta-Darle ro a„y NOTES: Miami-Dada Product Control 1.472 919 1)SEE SHEET FOR 125 .06013.713 .090 SILL RISERS. 3.345 2)SEE SHEET 20 070 2.175 .0461--.229 50 3.LV�4� 065 _919 FOR SCREEN PARTS. 060 .300 1.170 @ 36 135°CORNER 135°CORNER 37 135°CORNER 38 39 40 41 135*CORNER 90°CORNER 90°CORNER 90°CORNER 3)ALL DIMENSIONS ASTRAGAL PASSIVE MOUNT ASTRAGAL CAP ASTRAGAL L CAP, ASTRAGALXINTERIOR CAP, L CAP, IN INCHES. EXTERIOR INTERIOR EXTERIOR -►I.912(+} 912 .210 252---rfj .173 .065 Id - 0 VINYL SLIDING GLASS DOOR NOA(LM) Ig 10/05/15 : :r: N0•56705 1.261 •062 1.261 1.261 1.261 1.261 g EXTRUSIONS al JROSOWSKI -� ci -8 ATE D CC= 80 7/1E 81 7/16" 82 1-1/16°I 83 1-t/16" I 84 1-3/16 ® B)NO CHANGES THIS SHEET. �� 03/23/20 %�fC�'..!CohInIF.. '-����� AT SQUARE BEAD BEVELED BEAD BEVELED BEAD OGEE BEAD OGEE BEAD ,�s 1070 TECHNOLOGY DR //S'0NA1- (941)480-1600 SGD-5570 NTS j 18 OF 21 J MD-5570.0 g B A LYNN MILLER,P.E. REGISTRATION 929299 P.E."68705 1)INSTALLVINSTALL CLIP HEADER BLOCK TO HEAD TO FRAME JAMB JAMB TO HEAD CLIP INTO ATTACHMENT (4)CLIP ANCHOR SUBSTRATE, PANEL HEADER ASSEMBLY TYPE AS USED ING 4 INSTALL ONE BLOCK AT fia IN INSTALLATION, STILESTALLATION EACH INTERLOCK. BLOCK O TABLE A,SHEET 1 CHORS,SEE AT ASTRAGAL,INSTALL 93(3)#10 X BLE 1 ONE BLOCK THAT1.5"SMS �� SPANS BOTH PANELS. 9u (3)#8 X 1"SMS 23 FIXEDFIXED INSTALL z3 PANEL MIDSPA B5 X 2-1/4"SMS CLIP PANEL-TO-FRAME JAMB LOCATION. # SMS ao 1 \ z� BAR COVER \ (4)#10 X 2"SMS� 22 REINF.BAR 91 #8 X 1-1/4"SMS i KEEPER 19 d ( 0/ \\\ (4)THRU KEEPER Q MAX 3.5"O.C.,SEE SHEET 19 Ga dp JAMB TO \ KEEPER TO JAMB P� SILL ASSEMBLY ATTACHMENT / LOCKING JAMB �Lc�a PRODUCT REVISED REINFORCEMENT PLATE as complying with the Florida Building Code ATTACH WITH#8 X 1-1/4" 4-PANEL,2-TRACK KEEPER Now-no. 20-0429.05 �9 ®34-112"MAX O.C. OXXX SHOWN Expiration Dater 04/14I2021 BY'—ire.Zr,s,. Miami-Dade Product Control \ (4)#10 X 2"SMS eo INTERLOCK INTERIOR CLIP COVER \ I 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. ` 11{LYA41! %� BOTTOM RAIL °� #10 X 3)SEE TABLES 1&2 FOR REINFORCEMENT REQUIREMENTS. SUPPORT �� 2-1/2"SMS 4)CONTINUOUS ANCHOR PLATE,ITEM#8,IS REQUIRED AT ALL FRAME ANCHOR LOCATIONS. LIGCNSF {�tn�� (2)#1X 1"SMS^ P THROUGHH SUPPORT, ez � VINYL SLIDING GLASS DOOR NOA(LM) � 10/05/15 No.58705 '•: s's_ INTO PANEL PANEL ACCESSORIES INSTALLATION J ROSOWSKI ; ,Z�j X_ 93#10 x ASSEMBLY ® :O s�TnT-e�F ,: �41 INTERLOCK SILL RETAINER 1-1/2"SMS <fr CLIP ATTACHMENT ALL PANEL CORNERS B)NO CHANGES THIS SHEET. �� 03/23l20 ;�^ .F4ORibr.••' WELDED,NO ASSEMBLY 1070 TECHNOLOGY DR �sS10/01.C� *, INSTALL ONE ASSEMBLY AT EACH INTERLOCK FASTENERS N.VENICE,FL 34275 (941)d80-1600 SGD-5570 NTS 111 19 OF 21 jz MD-5570.0 j B A.L RE MILLER.P.E.REGISTRATION fl29299 P,E.i16W05 Q BOX SCREEN DETAILS: STANDARD SCREEN DETAILS: 125 �0 OOROOR 5 121 123 0� 10a 102 110 103 133 132 129 111 108 ,1a HORIZONTAL SECTION HORIZONTAL SECTION EXAMPLE 130 EXAMPLE 115 33 102 N1 32 131 o!"I P �°ROo 5ORO1 OROORO,1s o ,ia HORIZONTAL SECTION EXAMPLE 112 120 104 102 HORIZONTAL SECTION 1 t7 1.081—+i �I I'�-1.081 EXAMPLE I I 1 1.202—r—��_j 1.778 t778 11 5 .875 r— .875--ytl—{ I� 1.020 874� r►— �4 -050 050 .045_may `Ij I 120 SCREEN 721 SCREEN 1zz SCREEN OXO 1.993 1.993 1. FRAME SIDE RAIL, ASTRAGAL 1L 1L 1 RAIL LATCH ADAPTER 4--.062 — 0 .062 L 062 PRODUCT REVISED OBOX SCREEN OBOX SCREEN OBOX SCREEN as complying with the Florida ,ao lot 1oz -i 1.435 Imo— Building Code TOP RAIL BOTTOM RAIL SIDE RAIL � r —.725 1 I4 I Noa-No. 20-0429.05 i27 .765 782—I I Expiration Dater 0 4/1 412 0 21 113 0 ,to 1.020 I+— 1.593 :U2 062 Miami Dade Product Control 1G1 1.373 r— 123 SCREEN VINYL 124 FRAME SILL 0 2 OR aOORUs 1872 055 063 RO ASTRAGAL SCREEN 1.81l3 `J ADAPTER ADD-ON L 372 L Q t53 SCREEN t04 SCREEN BOX BOX 7°5 OXOBOX SCREEN INTERLOCK SNAP-ON ASTRAGAL VERTICAL SECTION BUG FLAP ADAPTER 1�1 EXAMPLE VERTICAL SECTION �� Oe�`(LY144, EXAMPLE NOTES: ;_��.• �tGGNgF'•.����� 1.306 1)ALL DIMENSIONS IN INCHES. 055 --I 1.487 — No.58705 1.487 — :r0501.510 P706, 0 VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 _ �SA'f�Tr SCREEN DETAILS � J ROSOWSK 0k (� OBOX SCREEN BOX SCREEN BOX SCREEN HEAD ® % n ,OB to7 taa i 'PCORIOP,••'.•\��` ASTRAGAL OSILLADD-ON (BAND JAMB ADD-ON a� B)NO CHANGES THIS SHEET. �A 03/23/20 �fis '••..,,.. ADAPTER 1070 TECHNOLOGY DR � ,TONAL 1N N.VENICE,FL 34275 (941)480-1600 IIISGD-5570111 NTS I 20 OF 21 MD-5570.0 B A LYNN MILLER,P.E. REGIaTRATION/R9298 G P.E.#68705 TABLE C: TABLE D:BOX SCREEN # Part# Description Material # Part# Description Material # Part# Description Material 1 19001 2-Track HeadiJamb Rigid PVC 42 19085 Sill Riser-(2-1/2") 6063-TS Alum. 100 12256 Box Screen Top Rail 6063 T5 AI 2 19002 2-Track Sill Rigid PVC 43 19022A Sill Riser-(3.1/2") 6063-T6 Alum. 101 12257 Box Screen Bottom Rail 6063 T5 At 3 19025 3-Track Head/Jamb Rigid PVC 44 19023A Sill Riser-(4-1116") 6063-T6 Alum. 1" 12258 Box Screen Side Rail 6063 T5 At 4 19026 3-Track Sill Rigid PVC 45 19024A Sill Riser-(4-518") 6OM76 Alum. 103 64428 Box Screen Interlock 6063 T6 AI 5 19027 4-Track Head/Jamb Rigid PVC 50 718609W .187"x.320"Finseal(Stile) 104 17347A Box Screen Snap-on Bug Flop 6063 T6 At 6 1 19028 4-Track Sill Rigid PVC 51 1 71695K 1.112"x 1"x 314'Fin Seal Dust Plug 105 64345 Box Screen OXO Astragal Adapter 6063 T6 At 7 19009 Frame Screw Cover Rigid PVC 52 71696 Dust Plug 106 17349 Box Screen Astragal Adapter 6063 T5 All 107 19039 Box Screen Frame Sill Add-on 6063 T6 At 8 19031 Anchor Plate 6063-T6 Alum. 60 419041 Interlock Clip Cover PVC 108 19038 Box Screen Head/Jamb Add-on 6063 T5 AI 9 19007 Track Insert 6063•TS Alum. 61 78153X Tandem Roller Assembly SS 109 720XIX #14-20 x 1"MS @ Top Rail SS 10 19084 Interlock Cap-Extended Pocket Rigid PVC 62 78153N Tandem Roller Assembly Nylon 110 720X712X #14-20 x 1-1(2"MS @ Bottom Rail SS 11 19036 Bottom Rail Support 6063-T6 Alum. 63 78X75FPTX #8 x 34'Ph.FH SMS @ Roller&Rein( SS 111 71793G Wstp,.270"x.150"-Fin Seal 12 19006A Outer Sill Coker 6063-TS Alum. 64 419042 Frame Header Block Nylon 112 61805K Wstp,.187'x.600'@ Bug Flap 13 1 19011 ISIII Track Cover Rigid PVC 65 1 48052 Roller Ad.Hole Plug PVC 113 7SRAZ Standard Roller Nylon 17 19032 P-Hook Adapter 6063.76 Alum. 66 44385 4 Hole Bumper Stop PVC 114 7SRAX HD Roller Ss 18 19020 P-Hook 6063-T6 Alum. 67 76X114FPTX #6 x 1-1/4"Ph.FH SMS @Bumper Stop SS 115 varies Screen Locking Hardware Steel 19 19047M Extended Keeper 6063-i6 Alum. 68 71696G Sill Plug PVC 116 419053 Screen Keeper Steel 20 19029M lKeeper 6063-T6 Alum. 69 78185X Gemini Mortise Lock w/long Tim plate SNOW 117 76)UPPA #6 x T Ph.PH SMS Steel 21 19014 Reinforcement Bar Cover M6063-TBAlum. d PVC 70 71032X1FPFX 10-32 x 1"Ph.FH MS @ Lock SS 118 169213/4 Screen Spline-.150'&.165' Vinyl 22 19030 Reinforcement Bar T5 Alum. 71 varies Handle Kit Cost Zinc 119 1816C20 Screen Goth Fiberglass 23 19037M Fixed Panel Gip T6 Alum. 72 19064 Interlock Retainer Clip Nylon TABLE E:STANDARD SCREEN 24 19035M Reinforcement Plate T6 Alum. 75 Kommeding 4SG TPS Spacer System # Part# Description Material 25 19017M Top Rail,Bottom Rail and Lockslile T5 Alum. 76 Ouanex Super Spacer nXf with Hot Malt Butyl See Sheet 120 12033 Screen Frame Rail 0003 T5 At 26 19046 Reinforcement posite 77 Ouanex Duraseal 10 for 121 12028A Screen Frame-Side Rail(Latch) 8063 T5 At Materials 27 19018M Interlock.300 Reinforcement,Sid. T5 Alum. 78 Cardinal XL Edge Spacer 122 17363 Screen OXO Astragal Adapter 6003 TO At 28 19013M Interlock.400 Reinforcement,HD T5 Alum. 79 Dow 791,983,995 or GE-7700 Backbeddng Silicone 123 4853K Screen Vinyl Astragal Adapter Rigid PVC 29 19019M Astragal Reinforcement T5 Alum. 80 19090 7/16"Square Bead Rigid PVC 124 19012E Frame Sill Screen Add-on 6063 TO At 30 19083 Extended Pocket Interlock Adaptor T6 Alum. 81 7/16"Bowled Bead Rigid PVC 125 6FP95K Bug Flap,85+/-5 duro. Vinyl 31 19005 Intedock Adaptor d PVC 82 19044 1-1/16"Beveled Bead Rigid PVC 26 78X112PSATS #8 x 1-1/2"Ph.PH SMS(Assembly) SS 127 712027 Comer Key Wheel Assembly(Standard) Nylon 32 19008 Astragal Addon d PVC 83 19045 1-1/16"Ogee Bead Rigid PVC 128 712027SS Comer Key Wheel Assembly(HD) SS 33 19004 Panel Stile,Top/Bottom Rail d PVC 84 19016 1-3/16"Ogee Bead Rigid PVC 129 varies Screen Locking Hardware Steel 34 19040 Interior Jamb Cover TS Alum. 85 71725K Setting Block 1/2"x 4"x 1/16",85+l-5 duro. Neoprene 130 710X34PPSDAX 010 x 314"Ph.PH EMS @ Screen Ast. SS 35 1 19076 135"Comer Astragal 6063-76 Alum. 86 71726K I Setting Block T'x 4"x 1/16",85+/-5 duro. Neoprene 131 78X12PPSMSX #8 x 112"Ph.PH SMS @ DoorAst. SS 36 19077 135"Comer Astragal Passive Mount 6063-TB Alum. d94 781 PSTX #8 x 1"Ph.PH SMS @ Frame Assembly SS 132 1692/3/4 Screen Spline-.145" Vinyl 37 19079 135"Comer Astragal Cap-Ext. Rigid PVC 78X114PHPT41OX #8 x 1-1/4"Ph.PH SMS @ Reint Bar SS 133 1816C20 Screen Cloth Fiberglass 38 19080 135"Comer Astragal Cap-Int Rigid PVC 71OX1PHPT18-8X #10 x 1"Ph.PH SMS @ Rail Support SS NOTES: 39 19078 90"Comer Astragal 6063-T6 Alum. 71 OX115PPX #10 x 1-1/2"Ph.PH SMS @ Fxd Pnl.Gip SS 1)ITEMS#14-16,46-49,53-59,73.74&87-89&99 ARE NOT USED AND ARE 40 19081 90"Comer Astragal Cap-Ext. Rigid PVC 710X25PHPT18-8X #10 x 2-1/2"Ph.PH SMS @ Reinf.Plate/Ast SS NOT PART OF THIS APPROVAL. 41 19082 90"Comer Astragal Cap-Int. Rigi71420X225FPFX #12 x 2-1/4"Ph.PH SMS @ Hdr.Block SS 710X1.75PPX #10 x 1-3/4"Ph FH SMS @ Ast.Mount SS as complying with the Florida ���Q` Y LYN TABLE F: Now- 97 71OX34PPX #10 x 314"Ph.PH SMS @ Ext.Pkt.Int. SS NOA-Building coda `\�� No. 20-0429.05 �'�.•' LICENSE••�(� , Material Min.F. Min.F. 98 1 710X2PPX 1#10 x 2"Ph.FH SMS @ Keeper SS Expiration Doter 04/14/2021 #12 Steel Screw 92 ksi 120 ksi By,_I c�.-z I.[4,•�s. ti-: No.58705 _ #12410 Screw 90 ksi 110 ksi VINYL SLIDING GLASS DOOR NOA(LM) 6 10/05/15 Miami-Dada Product Control =-D GC 1/4"DeWelt/Eico Aggre-Gator@ 57 ksi 96 ksl D •, �n_ 1/4"Elco UltraCon@ 155 ksi 177 ksi PARTS LIST L J ROSOWSKI O�. �T 1/4"DeWait UltraCon+@ 148 ksi 164 ksi ® :�s''•:<ORIDN,.•''_\��� 1/4"410 SS DeWalbElca CreteFlex@ 127.4 ksi 189.7 ksi B)ADDED BCKBDG.TYPES&TABLE F. 03/23/20 �i,S/ vow` 6063-T6 Aluminum 16 kel 22 ksi NAL 1E�vvv A36 Steel 36 ksf 58 ksi 1070 TECHNOLOGY 5 8 N.VENICE,FL34275 Gr.33 Steel Stud 33 ksi 45 ksi (941)480-1600 A LYNN MILLER,P.E.- Gr. REGISTRAMONO M98 SGD-5570 NTS 21 OF 21 c MD-5570.0 B P.E#58705 I%E �E D FOR CODE IAieICE * ''�, ST. L CIE COUNTY � N ®CC q/� = m n plastpro 5200 W. CENTURY BLVD. �115 MAx.ovERALLFRAMEwIDTH� N�y1? z �'y� a m n 37.2Y MAX. �I F. 37.5'MAY. .I ��i,7'•.,... �``, Z>° °m LOS ANGELES, CA 90045 FRAME WIDTH II FRAME WIDTH I P YZ�, Z o I o �Iz ��II11 1111%1� on Z GLAZED FIBERGLASS DOORS e_ V N ° v 2 Z U m SINGLES o oa. o w/ or w/o SIDELITES M. ` Co z � z O 0 X 0 p° .rid INSWING/OUTSWING o ,,immcr o o _ 20 0 _ ryi GENERAL NOTES > rt u o� 00 0 er z0 w _ o Zw 1. This product has been evaluated and is in compliance with the 6th Editi j(2017L r 1 �� <?� Florida Building Code(FBC(structural requirements excluding the"High Velocity E m �U w W at Hurricane Zone"(HVHZ). � 2. Product anchors shall be as listed and spaced as shown on details.Anchor I o a embedment to base material shall be beyond wall dressing or stucco. S a E a a 3. When used in areas requiring wind bome debris protection this product complies Y Y r 2. with FBC Sections 1609.1.2&R301.2.1.2 and does not require an impact resistant covering.This product meets missile level"Wand includes Wind Zone 4 as defined in ASTM E1996 and FBC Sections 1609.1.2.2&R301.2.1.2.1. x o x x o 4. For 2x stud framing construction,anchoring of these units shall be the some as o e o 0 that shown for 2x buck masonry construction. z 5. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. e LL X OX XO o 0 TABLE OF CONTENTS W 1:2 $ SHEET# DESCRIPTION 4 1 Typical elevations,design pressures&general notes '' i 2 Door&Sidelite panel details C 0 a w a 3 Dte frame glazing details ^v r a 4 Elevations MAX DESIGN PRESSURE(PSF) DESIGN PRESSURE.(PSF)' v o 5 Horizontal cross sections CONFIGURATION FRAME JAMB INSWING ' OUTSWING Q REINFORCEMENT o 6 Horizontal&Vertical Cross Sections(2X Buck DIMENSION,. POSTIVE <`NEGATIVE POSITIVE NEGATIVE .N 7 Horizontal&Vertical Cross Sections(1X Buck) X 37.5"x 98.0" N/A +45.0 -50.0 +45.0 -45.0 DATE:10 08/14 z 8 Horizontal&Vertical Cross Sections(Direct to Masonry) +40.0 -40.0 sue: N.T.S. 9 w 9 Vertical Cross Sections(Thresholds) 74.75'x 98.0" N/A +40.0 -45.0 OX/XO M.BY. JK m s 10 Horizontal&Vertical Cross Sections(Direct to Masonry) 76.25"x 98.0" 2X +45.0 -50.0 +45.0 -45.0 CHK.BY. LFS 3 a 11 Buck anchoring 112.0"x 98.0" N/A +40.0 -45.0 +40.0 -40.0 -CMWNG No.: 12 Frame anchoring&hardware details OXO 115.0"x 98.0" 2x +45.0 -50.0 +45.0 -45.0 FL-17347.7 ° 13 Bill of materials and components 0 BHEEr 1 OF 13 N L7 d & Z,`�'•• vOi DOOR SKIN FOAM CORE 1.0 EXTERIOR 4" _V * m tf!'•7 z jr �O�•N o m 1:. �FnnlnTT� 0 N z c o TOP RAIL ^C p ?m°z u Em ° INTERIOR r 0 c w a NTER OR o LE VL ' CAP(PVC) STILE(4 ) Gl G2 STEEL REINFORCEMENT LATCH STILE(LVL) CAP(PVC) (COMP.) m u v o o a 1.413'X0.13S' .i.',• \V g4a maaT 35.75'MAX.PANEL 1 HORIZONTAL CROSS SECTION a•.'.' "b WIDTH 2 S 3`0: ,ou ° x fn • U C3 ZQ N o� J N O GI G2 am o L m INTERIOR EXTERIOR oI i o i E II7 Z a a y E' »m p coo �� 2 ti U) FOAM CORE ' (POLYURETHANE- :: o0 SEE DOOR LOCK 1.9 PCF MIN.( a HARDWARETABLE B. `••'e a s i; DOOR LOCKH'ARDWARETABIF FIBERGLASS SKIN >> ? MANUFACTURER MODEL (0.075'MIN.THK.) 2 KNOB: SERIES(400) Z KWIKSET DEADBOLT: SERIES(660) BOTTOM RAIL •''y,�.•',";• n o 0 KNOB: CIRRUS 100C `' V z z 10. 0-PLASTPRO DOOR PANEL YALE (COMP.) o DEADBOIT: 840 SINGLE CYUNDER DAM 10 08 14 ? 50 pLASTPROSIDELREPANEL r2 'CALE: N.T.S. o VERTICAL CROSS SECTION DWG.BY, JK m 2 CHK.Dr. LFS 3 v DMANG NO.: V s FL-17347.7 0 sHEET 2 or 13 cd 24 FRAME MAX 23.50'MAX.LIGHT FRAME WIDTH Z�O:' Ct 2DS'MAX. 20.50 MAX. cy _X,& Sa p: �Z r. M D.L.O.WIDTH rr D.L.O.WIDTH C / � V T •O`Q C N r� 0 0I'll fill P���` O roi°°Z° {l; i l �'. U N .. m TC P 9 z -Z V O (vV a t 9 co a co �, a a m o:a m W � o a _ o ^K,U aZ J c l F OJ #7-19 X 1-3/4"PPH = d In SELF-DRILUNGSMS p1 � En °D n #10 X 1-3/4"PPH SMS 0.71" n �o w¢ LL CLMto EO 5 0.84, o ci I� � o 4.26' 1 I I ~ (TY ) (T P) P. ''m � 33 1.86" `$ ODL LITE FRAME RSL LITE FRAME U o O ODL LITE FRAME RSL LITE FRAME 3A Aluminum 3B PVC J2 N N N 4 DOW 995 z STRUCTURAL STRUCTURAL 1/2 GLASS BITE w N 3A HOT BUTYL SILICONE w SIUCONE 5/8'GLASS BITE e � SEALANT 1-1/4"OVERALL GLASS THK. a: I"OVERALL GLASS THK. (ADCO) o 0 EXTERIOR EXTERIOR ,;.;.; I ff ANNEALED GLASS R k a 1/8"ANNEALED GLASS o 0 a� 0.090 SAFLIX®PVB 0.090"SAFLEePVBNTERLAYER » z g INTERLAYER 1/8"ANNEALED GLASS11 w 1/8"ANNEALED GLASS AIR SPACE AIR SPACE a o 'm g 1/8"TEMPERED GLASS 1/8"TEMPERED GLASS o a 7� INTERIOR INTERIOR z u INTERCEPTSPACER(ALUM) BATE:10 08 14 z SCREW CAP 1/2"NON-GROOVE SWIGGLE o SCXE- N.T.S. #7-19 X 1-3/4"PPH W/DELCHEM#80 POLYSULFIDE m SELF-DRILUNG SMS #10 X 1-3/4"PPH SMS 3B 1/8'BACKFILL DW6.BY.. JK CKK.By., LFS ; ra' GLAZING DETAIL GLAIING DETAIL BBawwc No.: v C'I ODL Ule Frame G2 RSL ule Frame F1-17347.7 n SHEEP 3 of 13 O d R.,\entsNPlastpro,Inc PERMANENI\A-Florida Product Appr ls\FL-17347 Fiberglass Door-Im act-nonimpact\C.Drawin \FL-17347 6TH ED(2017)\FL-17347.7-B.dw 43 rn a N X X' O.A OA O ^� Z •O W V A C A 016 O V �A O N ODN V N O.N 'a. •O N V A V O� .eW 040 O Z O tw w ao to •O tlt Otr CoW VW PW ER 0 y m tr th t71 O=1 X t s O z 0 •O W to A b1 A tT N O � O•tll W N V t71 C W Q .I G O.43409 1e ' f gg g PRODUCT: Documents Prepared By:�, F PLASfPRO INC Lyndon F. Schmidt FIBERGLASS DOOR P.E. No_ 43409 o tr --1 2 7/27 17 UPDATE TO 6TH ED. (2017)FBC JK PART OR ASSEMBLY: K�,�!BUILDING CONSULTANTS, INC. 'I I '4 T Ul _ 1 4 14/15 UPDATE TO 5TH ED. (2014) FBC JK r/li Ul/ P.O. Box 230, Volrico, FL 33595�+ NO DATE BY ELEVATIONS VV Phone No.: 813.659.9197 REVISIONS FBPE C.A. No. 9813 0 21314 R.W.BUILDING CONSULTANTS INC. & ee M cn Ln 4 1 X. O;Z- 6 L z z-o 00% L Ln— so z o'O d 11 lit% 11 .z 7 n7 INTERIOR 7 INTERIOR 50 o z T z'o u 'o d D(L to m Ra, o z L o SEE NOTE 1 9 12 SEE NOTE I 11 40 EXTERIOR EXTERIOR SEE NOTE I HORIZONTAL CROSS SECTION 40 Back to snov r, HORIZONTAL CROSS SECTION 'n(Inswing similar) z 'n?.,h (Inswing similar Back to 2ock Jambs t �3 HORIZONTAL CROSS SECTION to c "b M�AngReinforcement seha shown(,Inmsmnp similar) 'QV 80.u,':k Back Jambs 0 C -.d M mb r�forc en NOTE: 1.Spacing for Rem L:6"from each end and 3 more u equally spaced along sidelite jamb(5 total). 15 o o 5 1 1 5 �D L L 7. L L v) 50 0 z INTERIOR 7 1 INTERIOR 7 V)LD FO L SEE OTE I EXTERIOR O EXTERIOR SEE NOTE I I I 1+1ol aSEE NTE I Z D z HORIZONTAL DATE:10108114 oz �5 HORIZONTAL C SECTION r6"�HORIZONTAL CROSS SECTION t4 L CROSS SECTION �p n Ilr=n similar SCAM g far.. ��n shown(Inswing u,,�g shown llr=np s N.T.S. ni.,c j eInf.r 0 gR KT7—20XuJt."r'Mg�R.' 20T bgR 1X Jamb DwG.BY. JK m 4 WK.BY. LFS DRAWIN NO, In FL—17347.7 a SHEET Jr OF 13 E 1-1/4"MIN. EMB.(TYP.) n�� : •,�l���i in B C 0.15" B D C1 4" M U L C'SINK C °° °? =Vu=I �( �Q•JCz n 0.15'C.SINK (TY •) �N :OWN m P ;7 z rce0�� om mP) i\Y .0- ae°NM D ° v v , v c� xzd e ° t z m° o 7 7 °a g p o a 40 ` a ° �n 'maa� B E ccZ L D ra 3 �U ° 6m a° 9 9 zoo 5 1-1/4"MIN. 27 h 40 z ivy m �o EMB.(TYP.) L 40 7 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION EXTERIOR INTERIOR oN 6 Outswing shown Inswing similar) 6 Outsvnng shown(inswing similar) o ° VERTICAL CROSS SECTION E 4 a NOTE: B 6 Outswing shown(Inswing similar) YYm e 1.Spacing for item L:6"from each end and 5 more C equally spaced along sidelite jamb(7 total). °. D L 00 2.Spacing for item L @ head&sill:6"from each end,1 0.15'C-SINK v centerline,2 additional at 3"&4.5'from end (TYP) E v g adjacent to door. °. ° "' o °v N" w us SEE NOTE 1 5 INTERIOR B INT L < — C __ z c N � J 2 SEE NOTE 2 L 50 10 08'14 ? n EXTERIOR 50 D . sDAte: N.T.S. 9 INTERIOR EXTERIOR DWG.Glb JK m' 0 � 1-1/4"MIN. cnK.e+: LFS ; If EMB•(•) �1 VERTICAL CROSS SECTION DRAWING NO.: 3 HORIZONTAL CROSS SECTION 6 Outswing shown(Inswing semi ar 6 Outswing shown(Inswing similar) Outswing N SNEER L OF 13 d E p `� /tJ C C F •� -ZR °v E =N'ti z 0*0 P dm 01% IF F ' o°Do v m ON .. v a ■z°� 7 p C zmma 40 ld `o° o`a v 7 �m N a to 5 6 n v INTERIOR LL as G 40 �_ Ta F o 3d 7 1 EXTERIOR INTERIOR Of �m o:x 9 9 EXTERIOR 27 G A C3 1-1/4"MIN. En D_� m �� 1-1/4"MIN. 11 4 VERTICAL CROSS SECTION E Q� 40 EMB. ] Shown w/1Xsub-buck `�6 W w EMB.(TYP.) Outswing shown(Inswing similar) am 00 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION E �I o =o $ 7 Shown w/iX sub-buck 7 Sown w/1X sub buck F $ U E Outswing shown(Inswing similar) Outswing shown(Inswing similar) C a a 0 $ v E F o n g 50 N N fn A C WW z g o0 aNOTE c 1.Spacing for item L:6"from each end and 5 more SEE NOTE 2 L 50 equally ual IY spac ed along sidefte Iamb(7 total). - 1 m pp n N S F Z 43 2.Spacing for item L®head&sill:6"from each end,1 SEE NOTE 1 L o EXTERIOR INTERIOR Qo centerline,2 additional at W&4.5'from end q adjacent to door. N o Z VERTICAL CROSS SECTION DATE 10108 14 z 1-1/4"MIN. 7 Shown w/IXsub-buck SCAM. N.T,S. EMB.(TYp,) Outswing shown(Inswing similar) DWG.BY. JK m r31 HORIZONTAL CROSS SECTION CHK.iv. LFS 3 Shown W/I wb-buck DRAN7NO NO.: R s" Outswing shown(Inswing similar) FL-17347.7 a SHEEr 7 OF 13 O cr' `\�.• O' In C Zn: Z 41. �n ° D 1 '�Y'•. y�� =m n 0. ••, -' �0\\\`` N>Mai Om1 °n 1f1f II1%%% 7 ° 7 v z oZc4i 40 E Em o m u M a INTERIOR y d d `o a C mda� n 4 � d E oZ 40 era 7 1 �z e 0:o a 9 EXTERIOR EXTERIOR INTERIOR Co A 9 11 40 27 M oN ro 1-1 B. MIN 1-1/4"MIN. . 4 VERTICAL CROSS SECTION s EM9 (TP) B.(nP') g Shown Direct to Masonry a� c Outswing shown(Inswing similar) am �y 2 HORIZONTAL CROSS SECTION 00 1 HORIZONTAL CROSS SECTION 8 strown Direct to Masonry O =� Outswing shown(Inswing similar) E o o,�r E 8Shown Direct to Mason Outswing shown(Inswing similar) g 1 C D »m v° U U e o D E v o G N N Z C o o� NOTE: o 0 a 1.Spacing for Item L:6"from each end and 5 more SEE NOTE 2 L 50 >> z equally spaced along sidel'rte jamb(7 total). 1 w 2.Spacing for item L @ head&sill:6"from each end,1 ° EXTERIOR INTERIOR N o = @ centerline,2 additional at 3"&4.5"from end n m 0 Z adjacent to doo r. O D Z U 50 5 VERTICAL CROSS SECTION DATE:1 D/o8 14 0 Shown Direct to Mason scat: N.T.S. 1-1/4"MIN. Masonry 8 5 �a EMB (TYP) Outswing shown(Inswing similar) DWG.ar: JK m 3 HORIZONTAL CROSS SECTION c K,ar: LFS 3 e $ Shown Direct to Masonry DRAWING NO.: m Outswing shown(Inswing similar) FL-17347.7 0 sNa:r 8 of 13 w O a R\Olents\Plastpro,Inc PERMANENT\A-Florida Product Approvals\FL-17347 Fberglan Door-Impact-nonimpact\C-Drawings\FL-17347 6TH ED(2017)\FL-17347.7-8.dwg,93 1-1/4"MIN. 1-1/47 MIN. _ EMB.PP.) EMB.)TYP.) Z r � CDO 0 n P n v Z o P N V 1-1/4"MIN. EMB.PP.) 1-1N MIN. EMB.PP.) en a .O 111 •. l�l _ OT T U m A m . Z A J _ r �_ n O p =n Iy v y . . T T O A A O IO O n CL w 80 C.N 0 IS 03 g _ t�a� CL® D A .0 y 13 =D o C. g>:° n CAI o 9,a' N ?� y L7 3 y a, Z a �� SCH,No.43409 MB.PP.) PRODUCT: Doeua,ents Prepared PLASTPRO INC Lyndon F. Schmidt //�(1�......•••' `�� FlBERGLASS DOOR P.E. No. 43409A` rnK lrrrr 11111 o �W ` y 03 2 7 27 17 UPDATE TO 6TF1 ED. (2017)FBC JK PART OR ASSEMBLY. r>1, BUILDING CONSULTANTS, INC. v (n 1 4 14 15 UPDATE TO Shl ED. 2014)FBC JK VERTICAL CROSS !/)/ P.O. Box 230, Valrico, FL 33595 ItN v NO DATE BY SECTIONS (THRESHOLDS) Phone No.: 813.659.9197 REVISIONS FBPE C.A. No. 9813 ®2016 R.W.BUILDING CDNSULTwNTe INC. �a MAX. `� MAX. ;Ei 1.3 z aStt�+ t '• rmi 1.25' u$7 Z. MAX. E MIN. 2' N•. IEMXTERIOIR MIN. MIN. z ri:�O��" 6aih C '�I��•••.•• CZC;tD 7 SO D INTERIOR a e o: \, LLm a a T L ,f,•c, VVV o EoZ EXTERIOR INTERIORSEENOTE2INTERIOR EXTERIOR INTERIOR N sz, C j1•+•' a K 6 VERTICAL CROSS SECTION 7 VERTICAL CROSS SECTION 10 Shown Direct to Mason 8 VERTICAL CROSS SECTION O 7 7Q Shown Direct to Masonry zo >o Outswing only w/4-9/16'jamb Outswing only w/6.9/16'Jamb 70 Shown Direct to Masonry EXTERIOR O d NOTE; Single door only(N/A W/Sidelites) Outswing only w/6-9/16'jamb L E mw u I.Spacing for item L:6"from each end and 5 more SEE NOTE 1 1-1/4"MIN. 00 equal spaced along sidelite jamb 7 total EMB.(TYP.) N P 9 1 ( )• am Nr n 5 HORIZONTAL CROSS SECTION z o0 2.Spacing for item L @ head 8 sill:6"from each end,1 @ 7Q Shown Direct to Masonry x� E centerline.2 additional at a'a 4.5"from end adjacent Outsw ng only w/6-9/16'jamb z � Ed to door. a a rq C 1 7 C C DO z F INTERIOR L 40 40 N y N g •I�'' �;1:. INTERIOR e' in M N a a ° c M M a as d 1-1/4"MIN. _ >> z GI iio� v' EMB.(TYP.) MOM n n m E ° EXTERIOR z I EXTERIOR E w^z 11-1/4"MIN. 1-1/4"MIN. M 1-1/4"MIN. DATE:10108114 1z EMB.(TYP.) EMB.(TYP.) EMB.(TYP.) scµF- N.T.S. 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION 4 HORIZONTAL CROSS SECTION DWG•By: JK e 70 Shown Direct to Masonry 7 Q Shown Direct to Mason 10 Shown Direct to Mason 10 Shown Direct to Masonry DIRK.Gr: LFS 3 Outswing Di onlyw/Masonry jamb 7 Outswing only w/6-9116�'jamb Outswing only w/6-9/16'jamb DRAWING NO.: N j Outswing only 0 Single door only(N/A W/Sidelites) Single door only(N/A W/Sidelites) FL-17347.7 y SHEET 1�OF 13 N f d R'\Clients\Plastpro,Inc PERMANEM\A-Florida Product Approvals\FL-17347 Fiberglass Door-Impact-nonimpact\C-Drawings\FL-17347671-1ED(2017)\FL-17347.7-8.dwg,113 �n z '0 �w o X A 16"O.C. P) MAX.(TYP) A 2 v O X A Z n n II = 16"O.C. P)--I F-- .'� MAX (rP) •1y ^L V I e� rT `r 2 o O ? Z X � v O A 16"O.C. (ryP) MAX.m.P) No.43409 c, $ PRODUCTc Do.GI„ente Prepared By:- ` gg i r F.I Schmidt ..........PLASIARO INC Lyndon F. Sch •••'•... .. I o FIBERGLASS DOOR P.E. N. 43409 I_. o m f1 D W y [NO. 7 27 17 UPDATE TO 6TH ED. 2077) FBC JK PART OR ASSEMBLY. K BUILDING CONSULTANTS, INC. v y 4 74 15 UPDATE TO 5TH ED. 2014) FBC JK J 1iDATE BY BUCK ANCHORING Phone No23813.659.90. 197 33595 REVISIONS FBPE C.A. No. 9813 0 2014 R.W.BUILDING CONSULTANTS INC. IR T TO MA 4-9/IN'JAMB P (S EESHEET OSONRY JAMB(TYP.) ````�%%�� (T6P) 4"W . 6 1.`Q'`. .. 'e. 11 11 (TYP) W.0S z r~ L W� °z Fi' m o � 2X BUCK -j '. �'•. �y!.Z i L 2X BUCK 6 9/16 � �(j`�� o co F 1XBUCK F 1XBUCK JAMB DIRECTTODIRECTTO ''�fff►ff llP1t���``` o n co z° D MASONRY D DIRECTTO MASONRY g o.Z d HEAD&JAMBS MASONRY JAMB(TYP.) SEE SHEET 10 m K N e `o a a (TYP.) HEAD&JAMBS ( 1 n N - M 4-9/16"JAMB_ O 13 DIRECT TO E o z 6-9/16"JAMB a M MASONRY K rW N BACK-TO-BACK tO G 1X BUCK o a _DIR CT TO MASONRY _ JAMBS p JAMB(TYP.) L w/REINF. J 2X BUCK (SE SHEET 10) (TYP-) u, 2X REINF. SILL PP.) � �o cc =o - ADASILLONLY ADA SILL I SILL(TYP.) 12 z_o m ON D o •` - - LATCH AND DEADBOLT WAILS LL g w s am `" X 4"(TYP.) XO OX DIRECT TO o O c o @1 E — (TYP)--1r 3'(TYP.) I M MASONRY SEE HINGE c I I �j 11 G IX BUCK DETAIL 1 a I I 1 1 I I I I I L 2X BUCK > 2X REINF. L 2X BUCK Eo a 9 F IXBUCK �a a DIRECT TO J BACK-TO-BACK N N N 6-9116" d z MASONRr HEAD&JAMBS Y L w/REINFBS JAMB N - HINGE DETAIL 1 O - W y TO ai (TYP.) (TYP.) DMASONRY M DIRECT TO - � JAMB(TYP.) _ MASONRY w (SEE SHEET 10) 11 G 1X BUCK SEE HINGE a a 2X BUCK DETAIL 2 u _ L 2X REINF. 3 9 9 N�a SILL(TYP.) ^ ' i - -ADA SILL ( SILL(TYP.) w z D I DATE:1 D/08 14 0 D HINGE DEWL 2 0 SCALE: N.T.S. I tt IT" ` HINGE JAMB °WC'�` JK m' s CHIC.BY: LFS 3 Q DRAWING NO.; [[ FRAME ANCHORING HARDWARE DETAILS FL-17347.7 ° YI SHEET 12 OF 13 N V a BILL OF MATERIALS 4.56" ............. REM 9 DESCRIPTION MATERIAL T— Qom• \: v0 A 1 X BUCK(G>=0.42) WOOD ry ' "s t, B 2X'BUCK >=0.42) WOOD C 1/4"MAX.SHIM SPACE II C5 z ri'7O„ dm F--2.44' 2.1,, D 1/4"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL �i �'•.. �� o m E OAORHOLL SONRY- OBLOCKCONFOR PSI MIN. MINGOTOASTMING C OTOACI CONCRETE POLY FIBER JAMB ,''4��TTIT�L pis���`��` o M m z F 1/4"X 3-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL m a z G 3/16"x 3-1/4"PFH iTW CONCRETE SCREW STEEL g r o g m W 1 1/4"X 1-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL Q°n g d t G. J #10 X 2"PFH WOOD SCREW STEEL �} a: a m O.a 11 L #10 X 2-1/7'PFH WOOD SCREW(1.15-MIN.EMB.) STEEL ` d M 3/16"X 2-1/4"1W CONCRETE SCREW STEEL I z N 3/16"X 2-3/4"ITW CONCRETE SCREW STEEL f— 4.56° 4.56" j a T P 1/4"X 2-1/4"PFH ELCO CONCRETE SCREW STEEL 20 INSWING THRESHOLD El 1 POLY FIBER JAMB COMP. Endura(zSeries) 4 1 X REINFORCEMENT (G>=0.55) WOOD 21' ADA THRESHOLD 5 2X REINFORCEMENT (G>=0.55) WOOD SIDELTE 24 DLP z� s 6 DOOR SWEEP PVC ADAPTER oy w z 7 WEATHERSTRIP(ENDURA FORCE 5) FOAM �5 za a 9 #9 x 3/4"PFH WOOD SCREW STEEL €� �OR W o 0 11 4"X 4"HINGE STEELAd o am 12 LATCH STRIKE PLATE STEEL Fit o m 13 DEADBOLT STRIKE PLATE STEEL 20 INSWING THRESHOLD ALUM/COMP P56" I a 21 INSWING THRESHOLD W/SIDELITE ADAPTER ALUM/COMP INSWING THRESHOLD w SIDELITE ADAPTER 4.56" 22 OUTSWING THRESHOLD ALUM/COMP 2T >>m Endura(ZSedesJ „�OUUTSWING THRESHOLD 11 A 23 OUTSWING THRESHOLD W/SIDELITE ADAPTER ALUM/COMP Endura(ZSedes) 24 ADA THRESHOLD ALUM 25 OUTSWING THRESHOLD ALUM/COMP 4.56" H SIDELITE 26 INSWING THRESHOLD ALUM/COMP ADAPTER 00 40 DOOR PANEL In 50 SIDELITE PANEL �' c o W N 25 OUTS WING THRESHOLD ; 'r"^`• '''.,' o 0 DLP CONCRETE ANCHOR NOTES: -+ 4,56" o 1.Concrete anchor locations of the comers may be adjusted to maintain the min. m �a o edge distance to mortar joints. 2.12° del OUTSWING THRESHOLD w/SIDELITE ADAPTER 2.Concrete anchor locations noted as MAX.ON CENTER"must be adjusted to �� n maintain the min.edge distance to mortar joints,additional concrete anchors Endura(ZSeries) v r o may be required to ensure the MAX ON CENTER"dimension are not exceeded. Qo Ez 3 Concrete anchor table: n c ANCHOR ANCHOR MIN :MIN CLEARANCE MIN CLEARANCE, 4.ST' w^z TO MASQNRY 70 ADJACENT. TYPE SITE EMBEDMENT EDGE: 4ANCHOR DnTe 10/08/14 = . ITW BUILDEX 3/16" 1 1/4" 3" 1 1 2" FSte: N.T.S. .°_, a TAPCON® 1 4" 1 1/4" 2" 4 —4.57" tMEERM� DWG.BY: JK 3 c ELCO O 1/4" 1.1/4" 1" 4" CHK.UP. LFS 3 n ULTRACON WOOD SCREW INSTALIARON NOTES 'LP DLP : 27 INSWING THRESHOLD w SIDELITE ADAPTER „��NSWING THRESHOLD DRAWING NO.: FL—17347.7 ° s" 1.Maintain a minimum 5/8•'edge distance,I"end distance,&1"o.c.spacing of a SHED 13 OF 13 wood screws to prevent the spfitUng of wood. O d astpro � ��_ �.Y• �U M �=��m 5200 W. CENTURY BLVD. �t,sMAx.ovERALLFRPMEwtDTH� z :C,Q M 3725"MAT 37.5"MNL % 7'•.. GJ`�� o Mo m LOS ANGELES, CA 90045 FRAME WIDTH II FRAME WIDTH�I ` Z o o "1 % ���111 rrlf'� R U N •:Z GLAZED FIBERGLASS DOORS z Z m V 3 SINGLES ` -° d C9 N a Na mdam v 9 w/ or w/o SIDELITES _o ' W Z U D Z rid 0 X 0 O JR INSWING/OUTSWING _ o o �o W GENERAL NOTES a Zo z LU 1. This product has been evaluated and is in compliance with the 6th Edition(2017) OV) <Z Florida Building Code(FBC)structural requirements excluding the"High VelocityIL m at Hurricane Zone"(HVHZ). � --I1--t s' aM Ir 2. Product anchors shall be as listed and spaced as shown on details.Anchor o Eembedment to base material shall be beyond wall dressing or stucco. ¢ a • a a 3. When used in areas requiring wind bome debris protection this product complies x x} $ with FBC Sections 1609.1.2&R301.2.1.2 and does not require on impact resistant ''m E covering.This product meets missile level"Wand includes Wind Zone 4 as g defined in ASTM El996 and FBC Sections 1609.1.2.2&R301.2.1.2.1. x o x x o 4. For 2x stud framing construction,anchoring of these units shall be the same as o 0 0 4 that shown for 2x buck masonry construction. z 5. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. TABLE OF CONTENTS X OX XO L a SHEET# DESCRIPTION a a I Typical elevations,design pressures&general notes 2 Door&Sidelite panel details ^ " a 3 to frame glazing details n < a 4 Elevations MAX. DESIGN PRESSURE(PSF) `DESIGN'PRESSURE.(PSF),. v o CONFIGURATION FRAME; JAMB INSWING OUTSWING' ^o m 5 Horizontal cross sections REINFORCEMENT o 0 6 Horizontal&Vertical Cross Sections(2X Buck DIMENSION FOSTTIVE :NEGAT/VE POSITIVE NEGgiIVE N^z a Z 7 Horizontal&Vertical Cross Sections(t X Buck) X 37.5"x 98.0" N/A +45.0 -50.0 +45.0 -45.0 DATE:10 08/14 i B Horizontal&Vertical Cross Sections(Direct to Masonry) 74.75"x 98.0" N/A +40.0 -45.0 +40.0 -40.0 scnEE: N.T.S. 9 Vertical Cross Sections(Thresholds) OX/XO owc.rn: JK m' 10 Horizontal&Vertical Cross Sections(Direct to Masonry) 76.25 x 98.0" 2X +45.0 -50.0 +45.0 -45.0 cHw ev: LFS 3 0 11 Buck anchoring 112.0"x 98.0" N/A +40.0 -45.0 +40.0 -40.0 oRavnNc No.: g 12 Frame anchoring&hardware details OXO 115.0"x 98.0" 2X +45.0 -50.0 +45.0 -45.0 FL-17347.7 " n 13 Bill of materials and components 0 SHEET�OF 13 N O a 0.4"� EXTER 4 DOOR SKIN FOAM CORE 9,T _ _�. * L, o IOR m fUA;7 z Q•�`^ om .- 00 U N O �•l CI Z a/� TOP RAIL . �\� Z m m o• STILE(LVL) INTERIOR CAP(PVC) (COMP. ''"y'"' o o a `G a CAP(PVC) GI G2 STEEL REINFORCEMENT LATCH STILE(LVL) ) ., m 5J q r 1.413"X 0.135' \ V' a W m a a 35.75 HPANEL 1 HORIZONTAL CROSS SECTION ;•.'' •b• g w 2 8 3a x �o 0 � •� ..a.` zo w� o J �O a � m CZ GI G2 a� ova o u 1I o E2 v INTERIOR EXTERIOR o = Fn a Ed � m Coe a so N N u yy Z FOAM CORE (POLYURETHANE- o o 1.9 PCF MIN.) ~ SEE DOOR LOCK k k' n HARDWARE TABLE ° DOORlOCKHARDWARElABLE FIBERGLASS SKIN ff•' m i MANUFACNRER `` MODF! (0.075'MIN.THK.) L ^^ m °• w �Z ,KNOB: SERIES(400). a O1\o 2 KWIKSET DEADBOLT: SERIES 660 BOTTOM RAIL Z PIASTPRO DOOR PANEL YALE KNOB: CIRRUS 100 C (COMP.) DEADBOLT: SMSINGLECYLINDER 40 DAtE:10/08/14 n 'a 5O PLASTPROSIDELTfEPANEL SCALE: N.T.S. d a 2 VERTICAL CROSS SECTION DWG.BY: JK 5 - 2 CHV Bn LFS 3 En DRAWING NO.: m FL-17347.7 v D !a SHEET 2 OF 13 24,27'MAX. 23.50'MAX.LIGHT m FRAME WIDTH FRAME WIDTH p�,_ V:' N 20.5'MAX. 2OS0"MAX. ry° z $ tg+ "' D.L.O.WIDTH D.L.O.WIDTH " n ' Z Q t gyp`Q 00 U N Z oa v 0 -Z'1 m U V C E m z a) � O \\\` [v o �g g p 0 a °P rx V a a maa� w U' u'_7 m c Z _ E v O gg cL F O-4 #7-19 X 1-3/4"PPH ? 0 8 JN d E � � SELF-DRILLING SMS � °p i2 #10X1-3/4"PPHSMS 0.71" Zo w¢ ^. c0 En m W Z QlC I DO s i I o tr 4.25' IT1 O _PP) z P) a m H 1.86" 1.5' O 8 ODL LITE FRAME RSL LITE FRAME cl OD' LRE 3g FRAME RSL LITE FRAME 3A Aluminum PVC ^ ss LL DOW 995 z STRUCTURAL STRUCTURAL 1/7'GLASS BITE m N SILICONE 3A SILICONE [--5/9'GLASS BITE gOEgLpNT BUTYL 1-1/4"OVERALL GLASS THK. I"OVERALL GLASS THK. (ADCO) o 0 EXTERIOR EXTERIOR .;,,.'; 1/8"ANNEALED GLASS k k 1/8"ANNEALED GLASS o 0 a 0.091Y'SAfLIX®PV8 0.090'SAFLEX®PVBNTERLAYER IMERLAYER 1/8"ANNEALED GLASS .9 1/8"ANNEALED GLASS ^"'¢ f AIRSPACE AIRSPACE ^o o m INTERIOR 1/8"TEMPERED GLASS INTERIOR I ff TEMPERED GLASS J^z INTERCEPT SPACER(ALUM) oA7c:10 08114 1°z_ SCREW CAP 1/7'NON-GROOVE SWIGGLE o #7-19 X 1-3/4"PPH #10 X 1 3/4"PPH SMS 3B W/DELCHEM#80 POLYSULFIDE O ar. N'JK 3 SELF-DRILLING SMS 1/8"BACKFILL m Cwc.ar: LFS 3 GLAZING DETAIL GLAZING DETAIL DRAWING NO, O Gl ODLLifeFrame G2 RSLUfeFrame FL-17347.7 w sn¢r 3 OF 13 a R:\Uients\Plaztpro,Inc PERMANENT\A-Florida Product Approvals\FL-17347 Fiberglass Door-Im act-nonimpacK-DravAn \FL-17347 6TH ED(2017)\FL-17347.7-flAw 43 m xD SON n X O.A co A O 010 C V �A ON OWN VN AN �its •O N � mr V A V XO G •O W O40 O Z Im •O t/f �trt ODW V W aW O Ilk— m bn Ln tT W 000 X ti•A Oo A O Z OQ 0 •Ow NO. Nd trN O tw er oo w V tJf �to Q �t `.\1 V•�VCENBF'•.�' //� ^� L 9ZG-�� PRODUCT: Deeumente Prepored By: PLASTPRO INC Lyndon F. Schmidt �� '��?roN''• I� 1 FIBERGLASS DOOR P.E. No. 43409 •/O�AL` ��� o W y m 2 7/27 17 UPDATE TO 6TH ED. (2017) FBC JK PART OR ASSEMBLY: K BUILDING CONSULTANTS, INC- v h 1 4 14 15 UPDATE TO ST ED. (2014) FBC JK ELEVATIONS P.O. Elox 230, Volrico• FL 33595 NO DATE BY 444VVV Phone No.: 813.659.9197 REVISIONS FBPE C.A. No. 9813 0 801 4 R.W.BU—INU Coma—INC. 4 4 1 z 77 0A. L ZO 10,10 ZO so U Cq % so (r�7 INTERIOR 7 INTERIOR 9 9 6 0M E'E. 0. C uj L 12 SEENOTE1 EXTERIOR SEE NOTE 1 9 11 EXTERIOR. SEE NOTE 1 40 40 2- — HORIZONTAL CROSS SS SECTION 40 zo ' HORIZONTAL CROSS SECTION 0utswing shown(Inswing similar) 3 HORIZONTAL CROSS SECTION oQ r 5foutsyvn own(15wng similar) Back to Back Jambs OuiswingshownIIns'npsimilar) wNy a.cktoc k J.. I XjambR, f.'J. n mw 0 1.Spacing for item L:6"from each end and 3 moreo equally spaced along sidelite jamb(5 total). 0 Oil 4 M L L 1TO Q L U L 00 L Q, z so E, 7 50 INTERIOR 7 FA INTERIOR 7 9 ff L C:l SEE NOTE I z L TO 12 EXTERIORSEE NOTE 1 0 0 0 SEE NOTE I L 9 40 11 EXTERIOR 40 DATE 10 08/14 '—R[rA CROSS SECTION 5 HORIZONTAL CROSS SECTION 40 6 HORIZONTAL CROSS SECTION 4 HORIZONTAL Outn�sf own linsmnP similar SCAM N.T.S. 5 Outsng shown(I n similar 5 0tng shown(n en similar) 5 2X J Reinforcement4jZbRe Tce en IXjZReinforcemen DWG.BY: JK CHK.BY: LFS DRAWING NO.: S FL—17347.7 SHEET Jr OF 13 1-1/4-MIN. `��\\ E B 1 EMB.(TYP.) �.0� D �. C 0.15" B '�.`" .4 L C'SINK C =U 0.15'C-SINK (TYP.) N 7 z rtie`O`" o m OWM v m U N •• D a > o: v o oz mU 7 v �i u°a 9 6 o a 40 � d` 9 �a m`dam n > :a B _ > < o � °_ a cc n •p El ZZ JCo Cr Co a L 9 9 40 1 & dz 1-1/4"MIN. 27 z m ¢G EMB.(TYP.) 11 40 E 7 m �(n 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION EXTERIOR INTERIOR o a� W. Oo 6 Ou swing shown(Inswing similar 6 Outswmg shown(Inswing similar) o F =Q� e tl-4 VERTICAL CROSS SECTION a v E 6 Outswing shown(Inswing similar) Z NOTE: B >>m E 1.Spacing for item L:6"from each end and 5 more C equally spaced along sidefite Jamb(7 total). ° 2.Spacing for item L @ head&sill:6"from each end,1 015'OINK ° Q centerline,2 additional at 3"&4.5'from end . (TyP) E n^" v o 0 adjacent to door. a z SEE NOTE 1 L V)�, o: INTERIOR p' B L P a e p. C �� z w � n'° ^ Z SEE NOTE 2 L 50 z Dare 10/08^14 z EXTERIOR SCALE: N.T.S. w 50 D INTERIOR EXTERIOR F^ owc.er: �1( m' d 1 1-1/4"MIN. cHk.BY: LFS 3 3 HORIZONTAL CROSS SECTION B ') 5 VERTICAL CROSS SECTION DRAW NO NO.: N 6 Outsyang shown inswing similar 6 Outswing shown(Inswing similar) FL-17347.7 N SHEET 6 OF 13 O d E C 1 C F M •�.• 4 J�U E �a .. ✓✓il/ll�`7//J ill 11 Itll%m v N ..z 7 A C z d E Em z m m w chi �� \ n c 7 40 \v a '"a mci dd`a. INTERIOR d G cz YLL 40 E 0 9� O Jd a 7 Y o IJW V. - ov EXTERIOR INTERIOR Pm UO W� 9 EXTERIOR 27 G Zo �� o 9 A1-1/4"MIN. 4 VERTICAL CROSS SECTION J �Z € 1-1/4 MAIN. 1 40 1 (Ty ) EMB. P. 7 Shown w/1X sub-buck EMB.(TYP.) Outswing shown(Inswing simlar) am N or V) 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION E Of oI 0 _R E 7 Shown w/1X sub-buck 7 S own w/1X sub-buck F o Outswing shown(Inswing similar) Out=lwlg shown(Inswing similar) C a a $ o E ° �m E (1 F o° 8 ° 0 A C g WW o NOTE: 1.Spacing for item L:6"from each end and 5 more SEE NOTE 2 L 50 equally spaced along sidelite jamb(7 total). 1 S w z g" 2.Spacing for item L®head&sill:6"from each end,1 SEE NOTE 1 °° EXTERIOR INTERIOR ^Qo s @ centerline,2 additional at Y&4.5'from end a z Q adjacent to door. N^Z LE 1 A 5 VERTICAL CROSS SECTION DAB:10 oa 14 1-1/4"MIN. 7 Shown w/1Xsub-buck sDALF- N.T.S. EMB P Outswing shown(Inswing simlar) a (TY ) owc,BY: JK m s 3 HORIZONTAL CROSS SECTION cHK.BY; LFS 3 9 7 Shown w/I Sub—buck DRAWING NO.: N Outswing shown(Inswing simlar) FL—17347. o a N SHEEr_L OF 13 0 E E *If, DD z :O;i 91% yj. o m00 IV c0 K) 7 e od . ; ;. ; . ' z con 40 ";e'.. e E m m M INTERIOR d a L C Q` e LL a m D.a m yr i 0 M CZ xw � 40 3a 7 1 oz U IS 9 EXTERIOR EXTERIOR INTERIOR �o � 9 11 40 27 M z000 �N } 1-114 MIN. 4 VERTICAL CROSS SECTION m w 1-1/4-MIN. ( ) EMB. NP. g Shown Direct to Masonry EMB.(TYP.) Outswing shown(Inswing similar) a 2 HORIZONTAL CROSS SECTION oa c 1 HORIZONTAL CROSS SECTION 8 shown Direct to Masonry of U� 8 Outswing shown(Inswing slmfar) E 0 ow St10Wf1 Direct t0 Ma50llry Z d a a =U) Outswing shown(insw ng similar) g f 1 C D v YY> 5m »m vv u7 U U m � 0 0 v� N N L C ^ 8 W V� a NOTE: a 1.Spacing for item L:a from each end and 5 more SEE NOTE 2 L §0 a ° equally spaced along sidelitejamb(7 total). ° 1 z w 2.Spacing for item L®head&sill:6"from each end,1 LLL EXTERIOR INTERIOR o ®centerline,2 additional at 3"&4.6'from end adjacent to door. 50 L N z o DATE:10108 14 i w 5 VERTICAL CROSS SECTION a 1-1/4"MIN. 8 Shown Direct to Masonry 5 N.T.S. EMB (TYP) Outswing shown(Inswing similar) DWG.BY: JK m 3 HORIZONTAL CROSS SECTION ONK.BY. LFS 3 Daawwa NO.: g Shown Directshown to Masonry m Outswing shown(Inswing similar) FL-17347.7 0 SHEET 8 OF 13 N O Wlients\PlaMro,Inc PERMANENTW-Florida Product Apprwals\FL-17347 Fiberglass Door-Impact-nonimpact\C-Drawings\FL-17347 6TH ED(2017)\FL-17347.7-B.dwg.93 . 1-1/4"MIN. 1-1/47 MIN. EMB.UP.) EMB.(TYP.) m 4IIIz O IA) 0 r— Iv 70 H N O � y O T O G iJ Z O Z w N V 1-1/4"MIN. EMB.(TYP.) 1-1/4°MIN. N EMB.(TYP.) T N tNN w N .o to H 0 T - IO Iz a A y v N Cn . . z Z •' en m O A — O — O O m D �rZ g®oIp 0 n ^�CD(D _m 0 .o w amp O N 3 C L a ae 10 y�m o 0. o Q' n FF O ao H �m 3 0 0 2 0. 11111111/7b CD0 o a �� SClily�O�i// No.43409 1-1/4"MIN. EMB.(TYP.) T � x o i PRODUCT: Documents PrIIPared By:, a r'1 z PLASTPRO INC Lyndon F. Schmidt /// s''• � .�``0���� I� I i1 o FIBERGLASS DOOR P.E No. 43409 17 17 UPDATE TO 6TH ED. (2017) FBC JJKPART OR ASSEMBLY: Q��BUILDING CONSULTANTS, INC. (/) 4 15 UPDATE TO STH ED. (2014) f"BC VERTICAL CROSS4V P.O. Box 230, Valrico, FL 33595 TE SECTIONS (THRESHOLDS) Phone No.: 8t3.659.9197 REVISIONS FBPE CA No. 9813 ®2016 R.W.BUILDING CONSULTANTS INC. 5 z 1.5" F= MAX. MAX. 2" MAX. 1. MIN. E MIN. 6; . J, E �w MIN. i 7 z 4'r`O` o 1 ET \Y `zlj p C o.m ,� •"' \\\\, N zo GG o C z� C c' o P E m z 03 D nr m `u a° 9 o a d � 40 40 1 50 D.. INTERIOR e ;a_ c �a m as a.w 1 L 50 E o z C v r` EXTERIOR INTERIOR SEE NOTE 2 F."'iii;; oo Ja EXTERIOR INTERIOR a EXTERIOR INFERIOR N >^- @ 6 VER17CAL CROSS SECTION 7 VERTICAL CROSS SECTION o Shown Direct to Mason 10 Shown Direct to Mason 8 VERTICAL CROSS SECTION Outswing only w/49/1 ryjamb Outswing only 6-9/16''jamb 10 Shown Direct to Masonry d �o Single door on N/A W/SideRes Outswing only w/6.9/16'amb g NOTE; g h( ) j EXTERIOR O E vH m ; � SEE NOT I-I/4"MIN. am N� �S I.Spacing for item L:6"from each end and 5 more zo equoify spaced along sidelite jamb(7 total). EMB.(TYP.) 5 HORIZONTAL CROSS SECTION o oz 2.Spocing for item L @ head&sill:6"from each end,1 @ 10 Shown Direct to Masonry =F B centerline,2 additional at 3"&4.5"from end adjacent Outswing only w/6-9/16'jamb o r w a n e to door, x a a 15 C 1 1 C ' C 1 1 C tq U U yZ E,z r..T INTERIOR n^a^ 40 40 N N v) z INTERIOR n I. Ir t;? M D C M N ISM V V a 1-1/4"MIN. >> z EMB.(TYP.) n N EXTERIOR E e a ¢° E E E n i EXTERIOR N z t1-1/4"MIN. 1-1/4"MIN. M 1-1/4"MIN. DATE: 08/14 = EMB.(TYP.) EMB.(TYP.) EMB.(TYP.) scALF, N.T.S. tl 3 HORIZONTAL CROSS SECTION 4 HORIZONTAL CROSS SECTION owc.ay.- JK m' 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION 1 Q Shown Direct to Mason 10 Shown Direct to Masonry M.�: LFs 3 10 Shown Direct to Masonry 1 Q Shown Direct to Mason 7 Outswing only w d e Outswing only w/4-9/16"jamb Outswing only w/4-9/16"jamb Outswing only w/6 9/16'jamb g y /6 9/16'jamb onanuc NO.: Single door only(N/A W/Sidelites) Single door only(N/A W/Sidefites) FL—17347.7 N 6t9 SHEET T 0 or t 3 O d mClients\Plastpro,Inc PERMANENT\A-Florida Product Approvals\FL-17347 Fiberglass Door-Impact-nonimpact\C-Drawings\FL-17347 6TH ED(2017)\FL-17347.7-6.dw9,11-3 Z 47 4" O 16"O.C. P, MAX.(TYP) ITY A 4• �C7 v X .4 Z to /C O = 16"O.C. IOC MAX.RYP) (Typ, Z 3 c H Q O ? Z O � A 16"O.C. V,.•ucF1/vL'.1• MAX. ��P L No.43409 PRODUCT: Documents Prepared By:.i : r� rr— PLASTPRO INC Lyndon F. Schmidt ///��' �O�Q� I' o FIBERGLASS DOOR P.E. No. 43409 V c Z -4 mW7271, UPDATE TO 6TH ED. (2017) FBC JK PART OR ASSEMBLY: ��/BUILDING CONSULTANTS, INC. UPDATE TO STH ED. (2014) FBC JK 4Y P.O. Box 230. Valrico, FL 33595 BY BUCK ANCHORING Phone No.: 813.659.9197 REVISIONS FBPE CA No. 9813 0 2014 R.W.BUILDING CONSULTANTS I... ar G' 4-9/16"JAMB DIRECT TO MASONRY JAMB(TYP.) F (SEESHEETIO) 3"(TYP.) 6^ �I �``Q�• ���4� rn (TYP) (TYP.)--i (TYP) 2X BUCK 0 DO F IX BUCK — �° — L 2X BUCK — JAMB"Z �i�/��� P•`,y`` i d m o D DIRECT TO F 1XBUCK DIRECTTO ��IIII 111� Q N z MASONRY D DIRECT TO MASONRY N a v z m Z L) HrCTTOMASONRY AM — MASONRY JAMB(TYP.) o ` e E m v o HEAD&JAMBS (SEE SHEET 1O) m C N°a 9 p r a ITYP) O y a a m a a✓n — Oz — 0 13 DIRECT TO E* c 0 o M MASONRY v F `�� (�` 1XBUCK o 3a BACK-TO BACK ry — JAMBS — 2X BUCK JAMB(TYP.) L w/REINF. x (SEE SHEET 10) m P j h 2X RHNF. G _ t? SILL(TYP.) — — p coo za -' ADA SILL ONLY �, —ADA SILL D SILLD P.) 12 m cy J =o v O — IATCH AND DEADBOLT DETAILS LL 0 0 wp of 11, X 4"(TYP.) XO OX M DIRECT TO a O o 0 E — 6" �J 3"(TYP,) MASONRY SEE HINGE m a g t Pl—� I I 11 (�` 1X BUCK DETAIL 1 2X BUCK m � L 2X REINF. o L 2X BUCK — 9 9 E2 T � T.F F DIRECT TO J 00 BACK-TO-BACK 6 9/16" zt z W W 9 MASONRY JAMBS — JAMB N — HINGE DETAIL 1 Ci— N — HEAD&JAMBS L w/REINF. F (TYP) (TYP DIRECT TO.) DIRECT TOMASONRY F JAMB(TYP.) M MASONRY N o (SEE SHEET 10) 11 G 1X BUCK SEE HINGE511 a 2X BUCK DETAIL 2 d L 2X REINF. _ 9 9 N�o — SILL(TYP.)` ^' u ADA SILL ( SILL(TYP.) -+-z D DATE:10 08/14 i z D HINGE DETAIL 2 SC&E: N.T.S. 9 1 HINGE JAMB °WC'BY. JK 'm cHK BY. LFS 3 p' DRAWING NO.: FRAME ANCHORING HARDWARE DETAILS FL-17347.7 v s y SHEET 12 OF 13 Q u i� BILL OF MATERIALS 4.56' -I ��� ldr�O���' N ITEM 9 DESCRIPTION MATERIAL T— A 1 X BUCK(G>=0.42) WOOD77� B 2X BUCK(G>=0.42) WOOD I 0 C 1141 MAX.SHIM SPACE - I ,— N�:7 z 4:0` u m F�-2.44"- 2.13' o iV' a c D 1/4"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL �� •., ,. j`; —m 'm E Ol OR HOLLOWSONRY- O PSI MIN.CONCREM B BLOCK CONFORMING OTO AOSTMING C90T0 ACI CONCRETE POLY FIBER JAMB i����''ttlT*Pll 1� ��`` o°m z° F 1/4"X 3-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 9 0 x :S G 3/16"x3-1/4"PFH ITW CONCRETE SCREW STEEL Em m m° 1 1/4"X 1-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL �� u°�, 5 g t m J #10 X 2"PFH WOOD SCREW STEEL g LL a m a a a L #10 X 2-1/22'PFH WOOD SCREW(1.15'MIN.EMB.) STEEL ' ' '' `' " E e 6 M 3/16"X 2-1/4"ITW CONCRETE SCREW STEEL N 3/16"X 2-3/4"ITW CONCRETE SCREW STEEL f� 4.56" -I 4.56" rw �a P 1/4"X 2-1/4"PFH ELCO CONCRETE SCREW STEEL INSWING 7HRESH0ID 1 POLY FIBER JAMB COMP. 20 Endura(ZSeries) In = 4 1XREINFORCEMENT (G>=0.55) WOOD fn 2.1" ADA iHRESHOLD o_ y 5 2X REINFORCEMENT (G>=0.55) WOOD SIDELITE 24 DIP 6 DOOR SWEEP PVC ADAPTER ow w UJ z 7 WEATHERSTRIP(ENDURA FORCES) FOAM Ix m �0 9 #9 x 3/4"PFH WOOD SCREW STEEL tv OR W o o 0 11 4"X V HINGE STEEL CD a� 12 LATCH STRIKE PLATE STEEL t? m 13 DEADBOLT STRIKE PLATE STEEL a ° E 20 INSWING THRESHOLD ALUM/COMP 4.56" 21 INSWING THRESHOLD W/SIDELITE ADAPTER ALUM/COMP INSWING 1HRESH0ID w SIDELITE ADAPTER Imo—4.56" -I 22 OUTSWING THRESHOLD ALUM/COMP 21 } $ Endura(Z-SedesJ OUiSWING THRESHOLD m e 23 OUTSWING THRESHOLD W/SIDELiTE ADAPTER ALUM/COMP " Endura(ZSerlesj `0 24 ADA THRESHOLD ALUM &� 25 OUTSWING THRESHOLD ALUM/COMP 4.56" SIDELiTE 26 INSWING THRESHOLD ALUM/COMP ADAPTER 00 ti 40 DOOR PANEL = z 50 SIDELITE PANEL - Ina w 0,fr—:1 a 25 OUTSWING THRESHOLD o 0 t DLP a CONCRETE ANCHOR NOTES: Fes---4.56"--�I CISo 1.Concrete anchor locations at the comers may be adjusted to maintain the min. ati a edge distance to mortarjolnh. o r—2.12 ZOUTSWING THRESHOLD w/SIDELITE ADAPTER o° 8 Z Concrete anchor locations noted os'MAX.ON CENTER"must be adjusted to I 23 = vmaintain the min.edge distance to mortarjoints,additional concrete anchors Endura may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. a: 3 Concrete anchor table v 'm ANCHOR ANCHOR M. , .MIN CLEARANCE MIN CLEARANCE.:'. 4.ST w^z .. -:TO.MA TO ADJACENT. r 1YPE SIZE EMBEDMENL DATe 10 08 14 = z ....... .:.EDGE :...::.ANCHOR:::...:: Uo" ITW BUILDDC: 3/16" 1.1/4" 3" 1-1/7 SCALE: N.T.S. TAPCON® 1 4° 1-1/4" 2" 4" �--4.57° DWG.BY: JK m 5 ELCO 1/4° 1.1/4° 1° 4" c— CNN.ar: LFS 3 ULTRACONe a INSWING THRESHOLD w/SIDELITE ADAPTER 26 INSWING THRESHOLD DRAWING NO: WOOD SCREW INSTALLATION NOTE: 01 DLP 1.Maintain a minimum 51B"edge dMance,I"end distance,8 I"o.c.spacing of FL-1 7347.7 a 0 wood screws to prevent the splitting of wood. sxceT 13 OF 13 D