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I 8/15/2018 Florida Building Code Online I''�a�l iy`�!,���'^��y��i'�n��•r t.Q•`S�Y�Q 7�7 " ��� � �Q � ��i I n7 BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts 4 Publications Contact Us 8 Florida Product Approval `, USER: Public User z. Product Approval Menu > Product or Application Search > Application List>Application Detail Z tt s-H +, ,��� FL # -L251-R30 Application Type Revision Code Version 2017 Application Status Approved *Approved by DBPR. Approvals by DBPR,shali be POC and/or the Commission if necessary'; Comments Archived Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive North Venice, FL 34275 (941) 486-0100 Ext 22318 druark@pgtindustries.com II Authorized Signature Jens Rosowski irosowskl@pgtindustries.com Technical Representative Jens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941) 486-0100 Ext 21140 .jrosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency Miami-Dade BCCO - CER Validated By Miami-Dade BCCO - VAL I . Referenced Standard and Year(of Standard) Standard TAS 201, 202, 203 Equivalence of Product Standards CertifiedFILE COPY By htts://floridabuildin .o / _ o 0 p g rg pr/pr_app dtl.aspx?param—wGEVXQwtDgsEt2PTand5bm5ECcrIFWoG0Row2QIPf/o2fk/o3d 1/4 I I 8/15/2018 Florida Building Code Online Product Approval Method Method 1 Option A Date Submitted 04/30/2018 Date Validated 06/01/2018 Date Pending FBC Approval Date Approved 06/11/2018 Summary of Products I FL# Model, Number or Name' Description 251.1 SGD - 670 (Non-Impact) Aluminum Sliding Glass Door; Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL251 R30 C CAC 17042009.1df, Approved for use outside HVHZ: Yes Quality Assurance Contract Expira Impact Resistant: No 04/07/2020 Design Pressure: N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance FL251 R30 II 17042009.pdd (NOA) for product performance information, anchorage details, Verified By: Miami-Dade BCCO - CER and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.2 SGD - 670HP (Non-Impact) Aluminum Sliding Glass Door, Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL251 R30 C CAC 17042010.pLLf Approved for use outside HVHZ: Yes Quality Assurance Contract Expira Impact Resistant: No 03/24/2020 Design Pressure: N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance FL251 R30 II 17042010.pdf (NOA) for product performance information, anchorage details, Verified By: Miami-Dade BCCO - CER and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.3 SGD - 680 (Non-Impact) Aluminum Sliding Glass Door; Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL251 R30 C CAC 17042011.pdd Approved for use outside HVHZ: Yes Quality Assurance Contract Expira Impact Resistant: No 03/18/2019 Design Pressure: N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance FL251 R30 II 17042011.p�1 (NOA) for product performance information, anchorage details, Verified By: Miami-Dade BCCO - CER and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.4 SGD - 770 (Large Missile Impact) WinGuard Aluminum Sliding Glass Doc Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL251 R30 C CAC 17042012.pd Approved for use outside HVHZ: Yes Quality Assurance Contract Expira Impact Resistant: Yes 02/12/2020 Design Pressure: N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance EL251 R30 IT 17042012.pdl (NOA) for product performance information, anchorage details, Verified By: Miami-Dade BCCO - CER and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.5 SGD - 770HP (Large Missile'Impact) WinGuard Aluminum Sliding Glass Doc https://floddabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsEt2PTand5bm5ECcrIFVVoGORow2QIPf%2fk%3d 2/4 8/15/2018 Florida Building Code Online {Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL251 R30 C CAC 17042013.pd Approved for use outside HVHZ: Yes Quality Assurance Contract Expira Impact Resistant: Yes 03/24/2020 Design Pressure: N/A Installation Instructions j Other: Please see Miami-Dade County Notice of Acceptance FL251 1 R30 1117042013.4ff (NOA) for product performance information, anchorage details, Verified By: Miami-Dade BCCO - CER and anchor type, size, and spacing information. I Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.6 I SGD - 770HP (Small Missile Impact) WinGuard Aluminum Sliding Glass Doc Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL251 R30 C CAC 17042014.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expira Impact Resistant: Yes 03/24/2020 Design Pressure: N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance FL251 R30 II 17042014.p_'f (NOA) for product performance information, anchorage details, Verified By: Miami-Dade BCCO - CER and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.7 SGD - 780 (Impact) 1WInGuard Aluminum Sliding Glass Doc j Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL251 R30 C CAC 17042004-odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expira Impact Resistant: Yes 08/02/2022 Design Pressure: N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance FL251 R30 11 17042004.p�f (NOA) for product performance information anchorage ge details, Verified ed By: Miami- Dade BCCO - CER and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.8 SGD-2500 (Non-Impact) Aluminum Sliding Glass Doorl Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL251 R30 C CAC 18-0207.05 Door Approved for use outside HVHZ: Yes Quality Assurance Contract Expira Impact Resistant: No 05/22/2019 Design Pressure: N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance FL251 R30 II 18-0207.05 Door.pd (NOA) for product performance information, anchorage details, Verified By: Miami-Dade BCCO - CER and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports I Created by Independent Third Party: 251.9 SGD-5470 (Non-Impact) Vinyl Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL251 R30 C CAC 17042007..Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expira Impact Resistant: No 04/21/2021 Design Pressure: N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance FL251 R30 II 17042007.pdf (NOA) for product performance information, anchorage details, Verified By: Miami-Dade BCCO - CER and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 251.10SGD-5570 (Large Missile Impact) Vinyl Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL251 R30 C CAC 17042006.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expira Impact Resistant: Yes 04/14/2021 https://floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgsEt2PTand5bm5ECcrlFWoGORow2QiPf%2fk%3d 314 8/15/2018 Florida Building Code Online Design Pressure: N/A I Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance FL251 R3O II 17042006.pslf (NOA) for product performance information, anchorage details, Verified By: Miami-Dade BCCO - CER and anchor type, size, and spacing information. Created by Independent Third Party: — - Evaluation Reports Created by Independent Third Party; Contact Us :: 2601 Blair Stone Road,_Tallahassee FL 32399 Phone: 850-48711824 The State of Florida is an AA/EEO employer. Cop-right 2007-2013 State of Florida. ;; Privacy Statement ;; Acc ssibility -51 Under Florida law,email addresses are public records. If you do not want your e-mail address released in response to a pub electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questlons,1please cor Section 455.275(1), Florida Statutes, effective October 1,2012, licensees licensed under Chapter 455,F.S. must provide the f if they have one.The emails provided may be used for official communication with the licensee. However email addresses are to supply a personal address, please provide the Department with an email address which can be made available to the PL licensee under Chapter 455, F.S.,please click here. Product Approval Accepts: ® E E Credit Card Safe �I https://floddabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsEt2PTand5bm5ECcrIFWoGORow2QIPf%2fk%3d 4/4 I PQM E'lD�� MIAMI-DADS COUNTY a PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER). Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) ivivw.miamldade.eov/economy PGT Industries,Inc. 1070 Technology Drive, North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable lules 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 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 maferial tested for.quality assurance purposes. If this product or material fails to perform in th'e 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, in CD—E,SCRIPTION: Series"5570/2770"Vinyl Sliding Glass Door(R'einforced)-L.M.I. APPROVAL DOCUMENT:Drawing No.MD-5570,0,titled"Vinyl Sliding Glass Door NOA(LM)",sheets 1 through 21 of 21,prepared by manufacturer,dated 10/05115,with revision A dated 04/05/17,signed and sealed by A. Lynn Miller,PE,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 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, i 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 015-1210.01 and consists of this page 1 and evidence pages E-1,E-2,E-3 &E-4 as well al approval document mentioned above. The submitted documentation was reviewed by Jorge M.Plasencia,l,E, MfAMIDADECOUNTY f ,1FILEACOPY6 Expiration Date: April 14,2021 Approval Date: September 28,2017 Page 1 I PGT Industries,Inc. I NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under-NOA No. 11-0107.04) 2. Drawing No. MD-5570.0,titled"Vinyl Sliding Glass Door NOA(LM)",sheets 1 through 21 of 21,prepared by manufacturer,dated 10/05/15,with revision A dated 04/05/17, signed andel 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 11106115,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,Iric,,Test Report No:FTL 8547,dated 12/04/15,signed and sealed by Idalmis Ortega,P.E. (Test report revised on 02/15/16) 4. Test report on 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 Idalmis Ortega,P.E. (Test report revised on 01/04/16 and 02/11/16) orge M.Plasencia,P.E. Prod et Control Unit Supervisor NOA No,17-0420.06 Expiration Date: April 14,2021 Approval Date: September 28,2017 E-1 i I I 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 I 6)Forced Entry Test,per FBC,TAS 202-94 along with marked-up drawings and installation diagram of vinyl sliding glass door,prepared bye 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 02/15/201,6) 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 1713C-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) Jorge M.Plasencia,P.E. Prod-het Control Unit Supervisor MOA No.17-0420.06 Expiration Date: April 14,2021 Approval Date: September 28,2017 E-2 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS(cont.) 2. Glazing complies with ASTME-1300-09 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. fox 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,ASTMD 1929 and ASTMD-635,issued by EXOVA to Vision Extrusion for cellulosic composite material, (Submitted tinder NOA No. 11-0107.04) 8. Notice of Acceptance No. 14-0916.11 issued to Kuraray America.,Inc.for their"SeutryGlals© (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. II Jorge M.Plasencia,P.E. P, .duct Control Unit Supervisor . NOA No.17-0420.06 Expiration Date: April 14,2021 Approval Date: September 28,2017 E-3 i I _PGT Industries.Inc. I NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance with FBC-51h Edition (2014) and FBC-0 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. I 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.M.I.",-approved on 03/03/16 and expiring on 04/14/21. II I Jorge M.Plasencia,P.E. Pt oduct Control Unit Supervisor NOA No.17-0420.06 Expiration bate: April 14,2021 Approval Date: September 28,2017 E-4 I �I I SERIES 5570 IMPACT RESISTANT SLIDING GLASS DOOR TABLEA: _- IMPACT RATING INCLUDING POCKETS&90°/1350 CORNERS A^°"°r s"�� Framar4emher 014- onbedment RATEEIMPACD FOR p-IGE&SMALL MISSILE IMPACT RESISTANCE P.T.$-tab..Pine Syl! 9116' 1.318- GENERAL NOTES: (30-0.55) p 6116 t-ve DESIGN PRESSURE RATING 1 GLAZING TYPE OPTIONS:SEE GLAZING DETAILS ON SHEET 10. ate,sla.i sus(es)2-r M nlnu .6aG3.7s• Head/SDV6mb ve +/0 SEE TABLES 1,2&81,82 2)DESIGN PRESSURES: 4105.3.SMs t2s mm tNXkn..a P4,00k ata• t/s A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS PER ASTM E1300. (.*L ft lb-d.n) st°•L A36' Heamspurmb ve o.ae0• ON SHEETS 7&8 A (0."Ir W.8dcknms) P4loak 316• 0.060' . B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS PER ASTM E1300. sle.l Stud.A653 0r.33• tleedlSI".b 3fE• °071•(14 G..) C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. .071-mtn.mkkn.e.) P-I-k 1s• am1 14 to iw3fr 3)ANCHORAGE:THE 33413%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.MATERIALS, +/4'�0O�11eC0 p T(SC=-0.55)ton. P mk 1• 1-16• INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS P.T.S.W..pl.. F..d/savhmb t• tare• SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE(FBC). tt4 Eko 4toss.LYa1aReX. sG•o. P4-k t• t-1a• 4)SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE. a au•.t..tv,.ad.a.w(0m P.T S.Whem Plea H..dlskvd°mb wl1 f-/e• 5 INSTALLATION SCREWS&FRAME SPLICES TO BE SEALED WITH NARROW JOINT SEALANT. sc"o.s5) p.e.ak 01. "V31a- CAncm1. P•hootr 1' t-0la• 6)REFERENCES(NOA'S):ELCO ULTRACON,CRETEFLEX&AGGREGATOR ANCHOR NOA'S,ENERGI FENESTRATION ndn_2.esks Heed/smanib 1-n6' talc SOLUTIONS USA,INC.OR VISION EXTRUSION,LTD.WHITE RIGID PVC NOA,VE 1000 TAN 202 AND LIGHTER SHADES f/4'Elco Ut eeon unamblee CMu .tomb I• 1414• (NON-WHITE)RIGID PVC NOA AND BROWN COATED(PAINTED OR LAMINATED)WHITE RIGID PVC NOA STM C40 P4aok 1• 1-114' REFERENCES(TEST REPORTS):FTL-6337,6336,8646.8649,8652&8717;EXOVA-10-002-792(A)&10-006-10231; UrlT l.d CMU, J-b 1-14• 1.114' t/4'Elco 4lo SS.C,elaFkX (ASTM C-so P4a.k 1-114• 1.114- GENERAL NOTES.............I CAMBRIDGE 535753-09; Conant. tt..dlsav,wnb Iany 1.314• , c EXAMPLE CONFIGS..._....-2 7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FBC, INCLUDING THE m1n_3.3s k. P4mak 1• 1.3/4- -- HIGH VELOCITY HURRICANE ZONE(HVHZ).THE RIGID WHITE,BROWN&TAN PVC MANUFACTURED BY ENERGI- - Conenl. P-11Sauwnb t-1!r 1-3/e• INSTALL DETAILS__.........3.6 - n.2-22ks P4-k 141r tale• DPIANCHORTABLES:.......7-8 ; FENESTRATION SOLUTIONS USA,INC.OR VISION EXTRUSION,LTD.HAS BEEN TESTED TO COMPLY WITH THE FLORIDA t/4•Eta.18 0 S.S. BUILDING CODE FOR PLASTICS, COMPONENT REQUIREMENTS). tkgmutea cktu, Jamb r 1.14' EXAMPLE............................8 ( ) Agg-Calar ASTM C-eo p4aak r 1-114• GLAZING DETAILS............10 8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS OF THE FBC,AS APPLICABLE P.T.S.tAM.Pin. W.&SaWamb t t•va 9)DRAWINGS DEPICT EXTERIOR-GLAZING,HOWEVER INTERIOR-GLAZING MAY BE SUBSTITUTED. CSG-0.55) P4a.k 1• 1-a ANCHOR LOCATIONS.......11-16 10)THE 5570 SERIES SLIDING GLASS DOOR MAY ALSO BE KNOWN AS THE 570/2770 SERIES. c.ncmle waP-t..kamh 2-vr i•iso PANEL ION S...................18 1!4'Efao llkreeon rtdn•28a kai P4nok T-1/r i-19' EXTRUSIONS.............._.....18 ; ANCHOR NOTES: tmpmuledcmu• .tarrm 2.117 1-14 1)FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-RADE COUNTY ° (ASTM a00 P-b k 2-12• 1-1/4 ACCESSORIES.........._......19 APPROVED ELCO ANCHORS.SEE TABLE A ON THIS SHEET FOR EMBEDMENT,EDGE DISTANCE AND SUBSTRATE 0.3.35 tta.arspvamh 2-Irr 1-14• SCREEN DETAILS..........21 REQUIREMENTS. to rTaa4fos.s e.taFkX upnwt.dcMu. 3emb 2-tl2 t-114 al PARTS LIST.................__...2i 2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A ON THIS SHEET. ASTM 1:60 P4q.k 2-1121.114' PRODUCT REVISED I 3)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-112"THICK.PROPERLY SECURED,IX WOOD BUCKS ARE OPTIONAL •MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE.METAL SUBSTRATE TO s camplylny with the Florid. i IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2•THICK OR MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA MCA-No coda j GREATER.IX AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. NOA�O' 7 0420.06 f STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD Etrplr.11an Dat.04/14/2021 &TO BE REVIEWED BY THE BUILDING OFFICIAL. "UNGROUTED CMU"VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. D 1 htlam- e Pr uct c.ntro 4)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER THE FBC AND TO BE REVIEWED Y BY THE AUTHORITY HAVING JURISDICTION. 5 IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED.IF USED,NON-SHRINK, NON-METALLIC GROUT,MAX.1/4•THICK&3400 PSI MIN.,(DONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE Material Min.Fr Min.F. LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF 6kd Screr/ 92 ksl 120 ksl SUBSTRATE IS WOOD,30/1 FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD CODES I STANDARDS USED: 410 screw 90 ksl 110 ksl SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. •2017 FLORIDA BUILDING CODE(FBC).6TH EDITION Elco Aggm-Gator® 57 ksi Do ksl •2014 FLORIDA BUILDING CODE(FBC),5TH EDITION Elco tlltraC.ort® 155 kr) 177 ks1 INSTRUCTIONS- ASTM 111300.09 410 SS Elco CmIeFlexe 127.4 ksl 189.7 ksl .ANSVAF&PA NDS-2015 FOR WOOD CONSTRUCTION 1) KNOWING THE REQUIRED DESIGN PRESSURE OF THE OPENING.THE ANCHOR REQUIREMENTS FOR THE .ALUMINUM DESIGN MANUAL.ADM-2015 6063•T5Aluminum 16 ksl 22 ksl ����� (LYN SLIDING GLASS DOORS MAY BE DETERMINED FROM DESIGN PRESSURETABLES 1 OR2,DEPENDING ON THE •AI51 SIDU-12 A3e sleet 38 ksl 56 kel �� SON......... _ GLASS/REINFORCEMENT. •Alsc36o t0 or.2-1 steel stud 33 ksl Q. 2)LOCATE THE SLIDING GLASS DOOR SIZE ON THE TABLE,USING THE FRAME HEIGHT AND THE NOMINAL No.58705 I PANEL WIDTH IF YOUR EXACT SIZE 15 NOT LISTED,ROUND UP TO THE NEXT GREATER LISTED WIDTH AND/OR •*: ' 1(r i - 8 VINYL SLIDING GLASS DOOR NOA(LM) � 10!05/15 HEIGHT. 3)CHOOSE WHICH ANCHOR GROUP(A-D)IS MOST APPLICABLE.ANCHORS ARE DEFINED IN TABLE A.THIS GENERAL NOTES m J ROSOWSKI p big 1 SHEET,ALONG WITH THE CORRESPONDING SUBSTRATE,MINIMUM EMBEDMENT AND MINIMUM EDGE =O IU s AW� m s CC•'. •c<ORIOP t�: DISTANCE. cop11tw1 romtT rOr tmusrdes nlc UPDATED TO FBC 2017,VINYL MFG. is 04/05/17 i�cS' 'Gam. 43 FROM THE DESIGN PRESSURE TABLES(TABLES 1 OR 2),VERIFY THAT THE OPENING'S REQUIRED DESIGN ALL rUGHi3 ftESFRVPD "i1SlOIVA i j,,,l PRESSURE IS MET OR EXCEEDED.USE THE ANCHOR QUANTITIES SHOWN. . 1070 TECHNOLOGY DR 5)INSTALL AS PER THE GUIDELINES OF THIS SHEET-SET- N.VENICE,FL 34275 A LYNNMILLER,PE 6)ADDITIONALLY.SEE THE EXAMPLE ONSHEET9. (941)480.1600 SGD5570 NTS 10F21 g$ MD 5570.0 A p,EA56T05 (941)FAU1H.t2Ytl6 1 it MAX.UNIT WIDTH - MAX.UNIT WI H MAX.UNIT WIDTH NOM-PANEL WIDTH _ NOM.PANEL I TH NOM-PANEL WIDTH mpl NOM.PANEL WIDTH MAX UNIT WIDTH PER TABLES I&2 PER TABLE 2 1 1 PER TABLES I&2 PER TABLES I&2 MAX UNIT MAX.UNIT 3 3 3 HEIGHT MAX UNIT MAX.UNIT HEI HT HEIGHTHEIGHT PER TABLES 1 2 PER TAB ES 1&2 PER TABLES I&2 PER J^ TABLES I&2 IV -j - 1-PANEL 2-PANEL 3-PANEL CONFIGURATIONS 4-PANELI CONFIGURATIONS CONFIGURATIONS FIGURATIONS MAX UNIT WIDTHMAX UNIT WIDTH NOM.PANEL WIDTH NOM.PANEL WIDTH MAX.UNIT WIDTH NOM.PANEL WIDTH PER TABLES I&2 PER TABLES I&2 PER TABLES I&2 MAX UNIT MAX.UNIT MAX.UNIT E; 123 HEIGHT HEIGHT PER PER TABLES I&2 IV PER TABLES I&2 h /I A TABLESI&2 4 Starr, 5-PANEL CONFIGURATIONS 6-PANEL CONFIGURATIONSCORNER,_NER,XTYP. 1-'.�RODUCT REVISED MAX,UNIT WIDTH MAX.UNIT WIDTH with th.Ftdd. di NOM.PANEL WIDTH Ing C.do NOM.PANEL WIDTH NOa No. 17-0420.06 PERTABLES 1&2 PER TABLES I&2 tP_cplration nate 04!1412021 MAX.UNIT a 3 3 MAX. -e,-- HEIGHT a HEI HT 3 PER TABLES I&2 1p PER TABLES I&2 7-PANEL CONFIGURATIONS 8-PANEL CONFIGURATIONS CONFIGURATIONS NOTES: 'r=OPERABLEPANEL DLO WIDTH NOM.PANEL WIDTH-6-9110" 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB "0* INOPERABLE PANEL NOM.PANEL WIDTH=PANEL witim+1-3116- ,,', LOCATIONS.EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE pXXXXp,pXXxX ORXXXXp.OXXX IN POCKET DLO HEIGHT-DOOR HEIGHT-11 91116" POCKET CONFIGUfRfiON CAN BE O)OO(p. PANEL HEIGHT=DOOR HEIGHT-2-1)r *...- 110, 2)OG'&435-CORNER CONFIGURATIONS ARE A COMBINATION OF ANY STRAIGHT CONFIGURATIONS. VINYL SLIDING GLASS DOOR NOA(LM) ag 10/05/15 =-0. 3)POCKET WALL OR CAV17Y IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND EXAMPLE CONFIGURATIONS R,� J ROSOWSKI 's" 1 wv�— REVIEWED BY THE AUTHORITY HAVING JURISDICTION. ORII)A . , DETAIL LETTER copra NO CHANGES TH[SSHEET. 04105/17 4)FOR NOM.PANEL WIDTH,SEE TABLES I&2. 1070 TEC 42 — ";,�,91VAL 0� TECHNOLOGY DR I' ill"', N.VENICE,FL 34275 5)MAX.ALLOWABLE FRAME SQUARE FOOTAGE 472.656 FTA SHEET NUMBER (941)-480-1600 cExroeAutxrn 1 20F21 JE94 MD-5570.0 J� A YN IISGD-5570[il NTS 11 JLL P.-&QLLER,P.F- m DETAIL Bl METAL TYP..SEE ANCHOR ASTRAGAL DETAIL C1 DETA(LDl NOTE 4,SHEET 1;MIN.OF3 FAG NC EXG tHicERLOCK tiro uErAL THREADS BEYOND THE CONCRETE/CMU PER UBSTRATE ANCHOR REQUIREMENT FRAME WIDTH METAL S 114"MAX. REQUIRED IF DOOR TYP.ANCHOR TYPE, HEIGHTISOVERow 21 ss EMBEDMENT AND _ p4 MAX28.O.C- Dt t EDGE DISTANCE PER . 22 EDGE DISTANCE SUBSTRATE,SEE on TABLE A.SHEET 1& Q GQ q (�!�]J DAYLIGHT Ip NOTE 3,BELOW NTERwa OPENING`j y, — EMBEDMENT 31 EDGE -- -- -`--- -- -`3_ -�1.•�-.•'-..`-•l -1 -_ _--""_"---I , (4)T WEEPERQ —►3 EDGE DISTAANC; ep 3-TO.C..SEE SHEETDpa u B2 EXTERIORDISTANCE Z T • 114"MAX.NOTE Ss sEEtoTEe SEE i This SHEET X"OR2XWOOD . _THISSHEET , 32 -- BUCKSTRIP.SEE rtes sHEEs I - - -` - - --- -EMBEDMENT ----- . _--- _-- - _ SEE p,TH+s SHEET za #8 X 3f4'SMS REINFORCEMENT SCREW;7 PLATE A7 NOTE 3,SHEET 1 L———————j^ —�p PER STILE.LOCATED AT CENTERLINE AND S", t TYP.ANCHORTYPE, l HORIZONTAL SECTION(XXX SHOWN}` EDGE MDIS7ANCE PER EVERY / 9"&12"FROM ENDS(FACTORY INSTALLED). ANCHOR ~ DETAIL B2 SUBSTRATE,SEE LOCATION f DEIAILC2 DETAIL D2 TABLE A,SHEET I& INTO MASONRY ASTRAGAL DETAIL A2 INTERLOCK NOTE 3,BELOW 2X WOOD BUCKSTRIP OR JNT02xV10Da REQU+REotFOR EMBEDMENT—{-• PACIr+ciM- FRAMING,SEE ANCHOR ie DAYLIGHT 21 tm as HEIOHTIS OVER OG• 1!a"MAX flD NOTE 3,SHEET 1 QPENihfG 22 1 aR>i+roa 1 PRODUCT REVISED WIDTH EDGE I i nx com iyIng with the Florida � DISTANCE I I Outidtng Code TYP.ANCHOR TYPE. SEE NOTE 0,THIS SHEET xOaria. t7-0420.06 EMBEDMENT AND 2s 2T 24 5 I I ExplrnHoa Onto 04/14/2021 EDGE DISTANCE PER �i 23 p TYP.ANCHOR TYPE, I I ey i SUBSTRATE,SEE a EMBEDMENTAND P M+nm s Psnduct conva' TABLE A.SHEET 1& ss o t� • ' EDGE DISTANCE I I NOTE 3,BELOW PER SUBSTRATE I SEE TABLE A.SHEET d EDGE e d d 1&NOTE 3,BELOW DISTANCE se ANL WI asTORCDeSTta'� (€ P IDR L__ _J PANEL D •�• — �— I--114'MAX. TH CONCRETE/CMU PER ASTRAGAL MAY BE EMBEDMENT HORIZONTAL SECTION(XO SHOWN AFIXED NCHOR C LIP&EQUIREMENC INSTALLED R EITHER NOTES ANCHORS,SEEt INTERIOR QiRECFION `., QNY LYft 9)DETAILS APPLY TO 2,3 AND4TRACKCONFIGURATIONS. REwFORCEMENTTYPES(SEENOTE8.THISSHEEn DETAIL SHEET I9 ALL PARTS IDENTICAL. �.�i.•''uC s�'':fl� 2)REFER TO ANCHOR NOTES,SHEET 1. wRAittocxsnLEs,// p 3)SEE SHEET 13 FOR ANCHOR LOCATION&SPACING,FOR ASTPAGALS,FIXED rl f 1 VINYL SLIDING GLASS DOOR NOA(LM) 42 10/05115 *' Np X709 - ANCHOR QUANTITIES,SEE TABLES 1&2. SMESAND V V 22 *; 4 CONTINUOUS ANCHOR PLATE.ITEM#8,IS REQUIRED AT ALL HORIZONTAL MS INSTALLATION,HORIZONTAL X SECT. m` J ROSOWSK! 7o FRAME ANCHOR LOCATIONS. 4 ° ,a,�'• s1aTEQF 5)PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD-ON. FOR(((( crnrrmatr4D POTualurwEs fNc ct NO CHANGES THIS SHEET_ a s 04!05!17 %�fis`• ORtoP..•'�C� : 6)SEE TABLES 1&2 FOR REINFORCEMENT REQUIRFJJENTS.ALL INTER O. 0 2e - 1070TECHNO TECHNOLOGY DR REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF ONLY1 THE EXTRUSION.REFER TO TEST REPORTS FOR EXACT DIMENSIONS. N.VENICE,FL 34275 7)SEE SHEET 20 FOR SCREEN DETAILS. STANDARD Ho (941)-480.1600 SGD-5570 NTS 3 OF 21 g MD-5570.0 A A.LYPNNEOM�LLE�R P.E CEA7 OFAUiKYN29x DETAIL E1 TYP-ANCHOR TYPE,EMBEDMENT DETAIL E2 DETAIL E3 DETAIL E4 1NTOMASOMtr I AND EDGE DISTANCE PER (NTOWOOD I INTOMASONRY INTO METAL DADE APPROVED MULLION,FBC txsucicsTNIP SUBSTRATE,SEE TABLE A,SHEET COMPLIANTALUMINUM/STEEL 1&NOTE 3.THIS SHEET 2X WOOD BUCKSTRIP OR TYPANCHOR TYPE,EMBEDMENT FRAMING OR STEEL STUD.MAY FRAMING,SEE ANCHOR AND EDGE DISTANCE PER CONCRETE/CMU PER BE VERTICAL OR HORIZONTAL. CONCRETE/CMU EDGE NOTE 3,SHEET t \AN,CHOR REQUIREMENT4aTYP. SEE SUBSTRATE PROPERTIES, SUBSTRATE,SEE TABLE A,SHEETPERANCHOR DISTANCE EDGE 1&NOTE 3,THtS SHEEPEDGE TABLE A,SHEET 1 REQUIREMENT DISTANCE DISTANCEr DGE DISTANCE EMBED- _ . .. _ i — MEiJr EMBEDMENT EMBEDMENT �NTf 114 MAX.F S 1X OR 2X WOOD 1/4"MAX. ' 1/4"MAX. ° 1/4"MAX. Q BUCKSTRIP,SEE pp U a OTYP. CHORTYPE,EMBEDMENTAND ORTYPE,EMBEDMENTAND ANCHOR NOTE 3, aea SHEET1 STANCE PER SUBSTRATE,SEE ANCE PER SUBSTRATE.SEE / TABLE A.SHEET 1&NOTE 3,THIS SHEET TABLE A,-SHEET 1&NOTE 3,THIS SHEET --NOTES - - --- 1)DETAILS APPLY TO 2.3 AND 4 TRACK CONFIGURATIONS. / U p 2)REFER TO ANCHOR NOTES,SHEET 1. AE FIN.O STILES 3)SEE SHEETS 11&12 FOR ANCHOR LOCATION&SPACING, allo #8 X 3/4"SMS REINFORCEMENT FORANCHOR QUANTITIES,SEE TABLES 1&2. DLO WIDTH=NOW PANEL WIDTH-8-9116" _ IIORIZONTAL SCREW;3 PER RAIL.LOCATED AT 4)CONTINUOUS ANCHOR PLATE,ITEM#8,IS REQUIRED AT DLO HEIGHT=DOOR HEIGHT-11-1/16' ANCHOR PLATE AT �� CENTERLINE AND 9"FROM ENDS ALL FRAME ANCHOR LOCATIONS. PANEL HEIGHT=DOOR HEIGHT-2-112" EVERY ANCHOR (FACTORY INSTALLED) 5)SEE SHEET 20 FOR SCREEN DETAILS_ LOCATION 6)SEE TABLES 1&2 FOR REINFORCEMENT REQUIREMENTS. DAYLIGHT 2s PANEL ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL OPENING FRAME SEE HEIGHT LENGTH OF THE EXTRUSION.REFER TO TEST REPORTS FOR PRODUCT REVISED HEIGHT HEIGHT NOTES, SILL RISER �A�DIMENSIONS. as complying with the Florida 71115 SHEET VARIES WITH Building Coda REQUIRED NOA-No. 17-0420.06 ExTERIoa POSITIVE Exptrativa Date 04/14/2021 a DESIGN .390----I Imo- Dr ss PRESSURE, e2 Miamf-Oa Protluet Control SEE SHEETS 390 r+- E%EMR 0 61 C� p 7&6. .390�-1 F•+-• :a'08 {-«-1 r--.390 2.947 LII 114"MAX. 07 a43' ALSO APPLY .823 2.370 3.464 4.041 !p� i 2 67 GROUT AS it � 9 1 1.917 NEEDED,SEE 13 w ANCHOR NOTE s 08O6D— .060- 0:z 5,SHEET 1 t2 g 2-1/2•=TOTAL .060=-r=- a O 114•MAX. O e SILL HEIGHT SILL RISER SILL RISER „ ,s SILL RISER SILL RISER t�1 riir OSILL H IGT a3 H SIL HEIAL GHT) SILL HE GHT AL L SILL HEIG HT) �` �N sN�/! :P EMBED- _ EMBEDMENT DI TANCE� VINYL SLIDING GLASS DOOR NOA(LM) 0 10/05/15 *; N°'S87o, st MENT :r • I TYP.ANCHOR TYPE,1 TYP.ANCHOR TYPE, INSTALLATION,VERTICAL X-SECT. m J ROSOWSKI =70:• _ EDGE I EMBEDMENT AND 2X WOOD BUCKSTRIP OR EMBEDMENTAND DISTANCE RR "1 0'- STATE OF (V` EDGE DISTANCE FRAMING,SEE ANCHOR EDGE DISTANCE CO"R (i030A PGrIN1 51FUFS.INF a NO CHANGES THIS SHEET. �0 04/05117 F ' FLORIDA �� CONCRETEICMU PER SUBSTRATE, NOTE 3,SHEET 1 PER SUBSTRATE, ALLR DRT9 RFBFAYED �isS/� PERANCHOR DETAIL F1 SEE TABLE A. DETAILF SEE TABLEA, 1070 TECHNOLOGY DR �§ r�1�1Aj11tt REQUIREMENT SHEET 1&NOTE 3, SHEET 1&NOTE 3, N.VENICE,FL 34275 INTO MASONRY INTO WOOD (941}480-1800 $ a LYNN MILLER,P.C. THIS SHEET THIS SHEET CERT.OF AVFK � SGD-5570 NTS 4 OF 21 'o MD-5570.0 A p-ES 59705 ' 2 79 ', u 71 .19 (4)THRU KEEPERINTETUQR d INTERIOR (^f 09 99 @MAX 35.O.C., 2 25 26 37 06 10.510.0. 1 INTERIOR 33 SEE SHEET 19 DETAIL H2 30 INTERIOR 1199 (6�'I' EXTERIOR .(4)THRU3.51 0.cl �• ��a -1S EF-ER@ 13X L�yo� I a OUTSIDE GARNER CD i n ' u15 a3 901 4 60 IMERIaR as a as � OD za 91 MAX10.5.O.C. b 25 EXTERIOR MID £XTEM 47 SW DETAIL G1 DETAIL H1 NAx1es oa 94 �� 1t151DE CORNER pISIDE CORNER 40 ' O EXTERIOR Off 41 (4)THRU KEEPER fia EXTERIOR O et @MAX 3.61 O.C., fvl SEE SHEET 19 °4 Z=Jol pROOUCT REVISED as wm 1yIng with tho Florida Bulidlnp Cado NOA-01o. 97-0420.06 �OO 1351 U lExplraHonl0ate04ll4/:021 INTERIOR By _ h7laml-0a aProduct Control O _ � q Pe� 2 NOTES q o 1}DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. 2)SEE SHEETS 14 8.15 FOR ANCHOR LOCATION 8 SPACING,FOR ANCHOR O tm 0 a QUANTITIES,SEE TABLES 1$2. `7111 1777// 33 79 3)CORNER ASTRAGAL MAY BE EITHER TO THE INTERIOR OR EXTERIOR. `�� pN`!LYNN X11 DEPENDING ON CONFIGURATION_ UIGEN 3sSF•;�(��i d 4) 5 MAxta6 oc. 19 69 VINYL SLIDING GLASS DOOR NOA(LM) a 10/05/15 ��Njo.5s�o5 ; (4)TKRUKEEPERQMAX EX�O g (�(�- 3.'O.C.,SEESIEET79 CORNER ASTRAGALHORIZ.X-SECT. 88 JROSOWSKI %p:, �P �/Y` DETAIL GZ Rx a ;ol P 735 4ORIDA:= �� cowrwc+Tt®2417 PcrlxousTRIEs,IxO. � NO CHANGES THIS SHEET. �8 04/05/17 ��FS7'••......• G��. OUTSIDE CORNER /.u.aI611T9 RESERVED - ''7SZONAL EN777 1070 TECHNOLOGY DR �§ �a iT7j11j X117 N.VENICE,FL 34275 l7 , A.LYNNMUlER,P.E (941}480-1800 �SGD-5570 NTS 50F21 of MD-5570.0 A P.EA50706 CEAT.OFAUTK Raz% DETAIL N DETAIL 12 OPTIONAL NOW = INTOMnsONRY fNTO MASIN+iRY STRUCTURAL - ' c . ANGHORSFOR Q CONCRETFJCMU INTERIOR POCKET INrEwoR 2s z2 TYP.ANCHOR TYPE,EMBEDMENT EDGE PER ANCHOR el � DISTANGt;_ JAMB ,- n so AND EDGE DISTANCE PER REQUIREMENT SEE FIG 1, SUBSTRATE,SEE TABLE A, INTERIOR POCKETS MUST Ti s SHEET 20 INCLUDEANONSTRUCTURAL, �.• SHEET IBNOTE 3,BELOW ---. , ,•,, FlGURE1,RtTERLOMATPOCKETS r..�. =. FRAME JAMB TO REDUCE THE t' so FOR DOOR HEIGHTS 96"AND LESS: POSSIBILITY OF WATER OPT. INFILTRATION. 114'MAX. alta EMBEDMENT \::: ANCHOR at POCKET BY OTHERS,SEE n OPT. A- 17 OPT. NOTE 6 BELOW. j d E(v16ED_- I�- MEtQT OPT. 114'MAX. FOR DOOR HEIGHTS OVER 96' ANCHOR soA.-o - TYP. 21.9' -��� '••• MAX.O.C. CONCRETEICMU SE§,FIG/.31 d' TYP.ANCHOR TYPE,EMBEDMENT EKfERIOR y THIS SHEET - - -- AND.EDGE DISTANCE PER EDGE ,�( --PERANCHOR SUBSTRATE,SEE TABLE A,SHEET 1 - ` DISTANCE - REQUIREMENT- _ -- 28 2T &NOTE 3,BELOW INTERIOR POCKET EXTERIOR POCKET ANCHOR TYPE,EMBEDMENT METAL TYR.,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 2X WOOD SUCKSTRIP OR PRODUCT REVISED THE METAL SUBSTRATE EDGE FRAMING,SEE ANCHOR 2s complyiny with the Ftoriaa EDGE DISTANCE NOTE 3,SHF-ET 1 sullmng coda DISTANCE OPT.ANCHOR - ttdA-Ng. 1T-0420.46 DETAIL 13 OPT.ANCHOR Explraticn Gate 04/1412021 INTO METAL EMBEDMENT By 11 OPT. � -�' s7 Oi7. It1Ram o Product Control EMBEDMENT DETAIL 14 1w,• i/4'MAX. o MAX TO INwood EME{{7R7IOR V i8 SEE FIG I. SEE FIG 1. THISSHEErat Tt°SSHEET 30 28 27 Exm(TRmR 2% 91 EXTERIOR POCKET .`��.a�Y 1YHA EXTERIOR POCKET ��: Fn1sF•.l� - . VINYL SLIDING GLASS DOOR NOA{LM) 1010611st; NO.SB70S NOTES k � 5 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. 4 i L{ 2)REFER TO ANCHOR NOTES,SHEET 1. P-HOOK EXAMPLES,HORIZ.X-SECT. eS J ROSOWSKI )o 3 SEE SHEET 13 FOR ANCHOR LOCATION&SPACING,FOR ANCHOR QUANTITIES,SEE TABLES 1$2. ® n ��'•, .STA OF ((�` 4)SEE TABLES 1&2 FOR REINFORCEMENT REQUIREMENTS. mrvaKu INC NO CHANGES THIS SHEET. a� 04/05/17 5)INTERIOR OR EXTERIOR POCKETS APPLICABLE FOR ALL INSTALLATION METHODS. 1070 TECHNOLOGY DR JIM \ ;��`� 6)POCKET WALL OR CAVITY 15 NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS N.VENICE,FL 34275 AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. (041}460-1600 SGD-5570 NTS 60F21 2 MD-5570.0 -, A A.LYNNMILLERM CERT.QtAttift rrn92 Y.E°SBTLrS TABLE 1; Design Pressure(DP)and Anchor Quantities Required, (for all approved corn%mflons;on Sheet 2) Use this We 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,to 3 or 3A 80" 84' jAnmc " SHEET 1 FOR COMPLETE ANCHOR LIMITATIONS. Astragal Reinforcement 029 6&15116'DLO Height 7245f16'OLD Height LO Height THE MAXIMUM DP ATTHESE ANCHOR QUANTITIES.ADDITIONALLY,THE Lockstlle Reinforcement 425 or#26 Anchor Group Anchor Group Group MAXIMUM POSITIVE DP DUE TO THE SILL HEIGHT MUST ALSO BE Std.interlock Refnrolcement#27 A B C D A B C D C D '�CONSIDERED.SEE TABLE B1.THIS SHEET.1&118" Design Prosst" +60!•60psf +60/-Sopsf 0 psf #OFANCHORS THROUGH THE HEAD&SILL.(EX:FOR C3+1.3 ANCHORS 24• is-Ila, HeadrS111 C3M 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 i ANCHOR REQUIRED AT Width Jamb 6 5 5 Fs 5 5 5 5 5 5 5 5 MlDSPANOFPANEL}. P-hook 7 7 7 7 7 7 7 7 8 8 8 a TOTAL#OF ANCHORS THROUGH THE JAMB, Desfgn Piessrce +601.60 psf +601.60 psf +6p/_6ppsf `~�THE#OF ANCHORS REQUIRED THROUGH THE P-HOOSG 30" DLO LO 2DHeaNSlll C3+1 C3+1 C3+1 C3C34,11C3+1 C3+1 C3+1 C3+1 C3+} C3+1 C3+1 C3+1 PERPENDICULAR TO THE GLASS,. Width ,Iamb 5 5 5 5 6 5 5 5 5 5 5 6 � P-hook 7 7 7 7 7 7 7 7 8 8 a 8 DestgaPressuro +60/-60psf +60/-Wpsf +60/-6opsf - m 331!8" Head/S10 C3+1 C3+1 C3+1 C3+1 03+1ffm C3+11 C3M C3+1 C3+1 --` '- -Q 36• - DLO - -" Width Jamb 5 5 5 5 5 5 S 5 b' -- -- ---- - - _ _ EP-hook 7 7 7 7 7 8 a 8 8 --- --� ZDesign Pressure +601-6opsf +601-60psf +6o/-Wpsf - 37118' HeadlSlll C3+1 C3+1 C3+1 C3+1 C3+1 03+1 C3+1 C3+1 C3+1 G3+1 C3+1 C3+1 42• OLD TABLE 131: � Width Jamb 5 5 5 5 5 5 5 5 5 5 5 5 Water-Limited FIG 1: ' P tack 7 7 7 7 7 7 7 7 6 8 a 8 (+)Design Pressure OH LENGTH DeslgnPres5'" +60/-60psr +60/-60psf +601_69W 431ta• SIO Nom.Sill Max-(+)DP HeacYSM C3+2 C3+1 C3+i C3+1 C3+2 C3+1 03+1 C3+1 C5+2 03+1 +1 C3+1 DOOR ASSEMBLIES 48" OLD Riser Height AttoNrod Fr Jamb 5 5 6 5 5 5 5 5 5 5 6 5 T PRODUCT REVISED Width Nana 11111G Sea Not.2 INSTALLED WHERE THE P-hook 7 7 7 7 7 7 7 7 8 B a 8 42 2.112' +38.7 psf = OVERHANG(OH)LENGTH IS as eomplyrng with the Florldn y EQUAL TO OR GREATER THAN aea..ra Cod.T7.0420.D6 USED IN EXAMPLE ON SHEET 9 43 341r +60.0f p THE OVERHANG HEIGHT LS NGA-N.. 44 44116" +60.0 psf EXEMPTED FROM WATER Exph,.Mn Date D4/14/2021 45 4518• 460.0 f INFILTRATION RESISTANCE. _ � By /ice••..-,=--� MTa`sn'T-6——.0ect U.Mr.1 OLD WIDTH=NOM.PANEL WIDTH-8-9116"DLO tNUurrrr HEIGHT= PANEL HE G DOOR HEIGHT-HT -2112" TABLE NOTES M1�V��.'jlcEwsP''�lfi VINYL SLIDING GLASS DOOR NOA(LM) No.50705' 1)IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 1 a AND TABLE 81 DETERMINES THE WATER UNITED(+)pp, DP&ANCHOR QUANTITY TABLE I&I J ROSOWSK! ''•D 2)IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER RG 1,A SILL i RISER LS NOT REQUIRED.IF SO,+OP'S SHOWN IN TABLE t MAY 8E USED. � s 3)SEE SILL RISER TYPES ON SHEET 4. 64 A°aGHTS cE�r.rkc. NO CHANGES THIS SHEET 04/05/17 4)SHEET APPLIES TO2.3AND 4.TRACKCONFIGURATIONS. 10707ECHNOLOGYDR a ��' ,s'`ZoRtot+_ �c�`� 5)REFER TO ANCHOR NOTES,SHEET 1_ N.VENICE,FL 34275 8 rrrrONAL.(�;��� 6)SEE SHEETS 11-18 FOR ANCHOR LOCATION&SPACING (�941�480-16600 kiSGD-55701JI NTS 7 QF 21 ox MD-5570.0 i A A•uYNN Mk1ER.p.E. CA567051 TABLE2: Design Pressure(DP)and Anchor Quantities Required, (loran approved configurations on Sheet 2) ANCHORAGE TYPE PERSUBSTRATE REQUIRED TOACHIEVETHEDESIGN Use this We for. Door Unit Height PRESSURE,USING THE ANCHOR QUANTIES LISTED BELOW.SEE TABLE A. Glass Types 2 or 4 80" 84' 96" 108" 120° SHEET 1 FOR COMPLETE ANCHOR LIMITATIONS. Astragal Reinforcement Y28 68-15tio-DLO Height 72-15116-DLO Height 84.15(16"DLO Height 96-15/16-DLO Height 10845116'OLD Height THE MAXIMUM DP AT THESE ANCHOR QUANTITIES.ADDITIONALLY,THE LockslgeReinforcement#25 Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group MAXIMUMPOSITIVE DPDUE TOTHE SILL HEIGHT MUSTALSOBE /CONSIDERED,SEE TABLE B2,THIS SHEET. HD Interlock Reinfarcement 128 A B C D A B C D A B C D A B C D A B C D "as,m ''sure +100/-100 psi +f00/-i00 psi +100/-foopsf +60/-65 psi +60/-65psf #OF ANCHORS THROUGH THE HEAD&SILL.(EX:FOR p+1,3 ANCHORS 1s-118' CLUSTERED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT Head/6111 p+1 p+1 C3+1 C3+1 C3+1 p+1 p+1 C3+1 C5+1 p+1 p+1 C3+1 p+1 p+1 C3+1 p+1 p+1 C3+1 C3+1 C3+4 MIDSPAN OF PANEL). 24" DLO Jamb 5 5 5 5 5 5 5 5 5 5 5 5 6 s 6 8 6 6 5 6 TOTAL#OF ANC HORS THROUGH THE JAMB. Width P.(iook 7 7 7 7 7 T 7 7 8 6 8 a 9 9 s 9 10 10 10 10 THE#OF ANCHORS REQUIRED THROUGH THE P-HOOD Design Pressure +100/-100psf +1001400psf +100/-100psf +60/-65psf +60/-65psf PERPENDICULAR TO THE GLASS. 25-118` HaatVSlll C5+1 C3+i C3+1 C3+1 C5+1 C3+1 C3+1 C3+1 C5+1 C3+1 C5+1 C3+1 C3+1M. - C3+1 C5+1 p+1 p+1 C3+1 30" DLO Jamb 5 5 5 5 5 5 6 5 5 5 7 5 66 6 6 6 6 Width p_� 7 7 7 7 7 7 7 7 6 6 8 8 B9 10 1 10 1 10' 10 Design Pressure +100/-f00psl +1001-100psf +100/-100ps1 +60/-65psf +60/-65 ps1 31-tJ8" FIG 1: 05+1 Head/811i C5+2 C3+1 C5+1 C3+1 C5+2 C3+1 C5+1 C3+ C5 1 +2 C5+1 C3+1 C5+1 C3+1 C3+1 C3+1 C5+1 C3+1 C5+1 I C3+1 OH LENGTH 36" DLO __6- 5--- 5 6_ 5_ ---5 _5 7_ 5.. 1- 7 - -- -- - - - ------ --- Jamb--- --5- 6- - 6- -8- -6- -6- .8_. 6-... -6--- 6 - 6 c Width - - - - - - -- - P-hook 7 7 7 7 7 7 7 7 8 8 8 8 9 9 9 9 10 10 10 10 H DOORASSEMBLIES 3 Design Pressure +100/-100psf +100/400ps1 +100/-f00psf +60/-65psf f601-65psf INSTALLED WHERE THE 37-1/8" w OVERHANG OH LENGTH IS c Head/Sill C5+2 C3+2 C5+2 C3+1 C5+2 C5+2 C5+2 p+i C5+2 C5+2 C5+2 C3+1 C5+1 p+i C5+1 p+l C5+1 C5+1 C5+1 C3+1 = ( ) 42" DLO EQUAL TO OR GRFJITERTHlW O- Jamb 5F5-1—y- 5 7 5 5 5 7 5 6 6 D 5 6 6 6 8 6 6 7 6 =O THE OVERHANG HEIGHT IS Width 5 P-hook 7 7 7 7 7 7 7 7 6 B 1 8 1 e 9 9 9 9 10 1 10 1 10 1 10 EXEMPTED FROM WATER E DL-signPressure +f00/-i00psf +100/100psf +92/-92psf• +60/-65psf +601.65psf INFILTRATION RESISTANCE. 434/8" HeedlSill C5+2 C5+2 C5+2C3+2 C5+2 C5+2 C5+2 p+2 C5+2 C5+2 C5+2 C5+2 C5+2 C3+1 C5+2 C3+1 C5+2 C6+1 C5+2 p+1 48" 'DLO Jamb 5 5 7 5 5 5 8 5 5 5 9 5 6 6 7 6 6 6 8 6 Width TABLE 82: PRODUCT REVISED P-hook T 7 7 7 7 7 8 8 B 8 9 9 9 9 9 9 10 10 10 10 as complying with the Ftortda Design Pressure +80/-80 psi +50/-80 psi +801-80 psf +60165 psf +54.1/-50.7 psi Water-Unifted Building code 49.1!8° T615+_2 (+)Design Pressure NOA-No. 17-0420.06 54` DLO Head/S61 C5+2 C3+2 C5+2 C3+2 CSr2 p+2 C5+2 p+2 CS+2 C5+2 C5+2C5+2 C5+2 C5+2 C5r2 C5+2 CSr2 C5+2 C5r2 Jamb 5 6 6 5 5 5 7 5 5 5 8 6 6 8 6 6 6 B 6 SIO Nom.SIA Max.(+)DP Pxplra0en sato 04!1412021 Width Riser Height Alloxed B P-hook 7 7 7 7 7 7 7 7 6 a 8 9 9 9 9 .10 10 10 10 Y Design Prassme +801-so psf +801-80 psi +80/-80 psi +59.11-64 psf +49.61.53.7psf Nolle 1-11116" See Note Z Min - proaact control 55-1/6" Head/SIII C5+3 C3+2 G5+31 C3+2 C5+3 C3+2 C5+3 C3+2 C5+3 C5+2 C5+3 C3+2 C5+2 C5+2 C5+2 C5+2 C5+2 C6+2 C5+2 C5+2 42 2-VT +36.7 pst 60` DLO 5 6 6 5 5 5 7 5 5 5 8 5 6 6 8 6 6 6 6 6 43 3.12' +60.0 psf Width P-hook 7 1 T 1 7 7 7 7 1 7 7 B 1 6 1 8 1 8 1 9 9 9 9 10 10 10 10 44 4-1116' +80.0 psf •+f-100.0 PSF FOR ANCHOR GROUPS B.C$D. 45 1 4-518• 1 +100.0 pst DLO WIDTH=NOM.PANEL WIDTH-8-9/16" DLO HEIGHT=DOOR HEIGHT-11-1/16" `` ...LYNg/��'�.,� PANEL HEIGHT=DOOR HEIGHT-2-1/2" `� �� uGENSS''l(�P TABLE NOTES: _* No.58705 VINYL SLIDING GLASS DOOR NOA(LM) c 10/05/15 _ 1)IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 2 C=�' AND TABLE B2 DETERMINES THE WATER LIMITED(+)DP. DP&ANCHOR QUANTITY TABLE J ROSOWSKI $F -- Cr R2 IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1,A SILL m e ••;F�ORIOI`.•'••\�.` ISER IS NOT REQUIRED.IF SO,+DPS SHOWN IN TABLE 2 MAY BE USED. coprn�rrozmT Farwtwstwes,wa a NO CHANGES THIS SHEET. a°g 04/05/17 '�� 3)SEE SILL RISER TYPES ON SHEET 4. TECHNOLOGY SS , 4)SHEET APPLIES TO 2,3 AND 4 TRACK CONFIGURATIONS. 107D TECHNOLOGY DR 2 $� fill 1%, 5)REFER TO ANCHOR NOTES,SHEET 1. N.VENICE, -1 34275 6)SEE SHEETS 11-16 FOR ANCHOR LOCATION&SPACING ERT.0F 80-1600 tV SGD-5570 NTS SOF 21 MD-557D.0 $ A AtYNNMILL£R,-- P.EI!58705 CFAT.OFAVM rtYB6 EXAMPLE: 3-PANEL,3 TRACK STRAIGHT CONFIGURATION-PYYA FRAME JAMB REQUIRED HEAD SPLICE INTERIOR WE I CEAMERIJAIE SEE FIGURE BELOW FORADDITIONAL INTERIOR MOUNT POCKET,44r X W NOM.PANELS, GINTERIORPocmm =LOCK FINTERLOCK V—ANCHOR INFORMATION. S' — CENTER 1.2 CENTERLINE LAMINATED,IG GLAZING,ANCHOR GROUP A IN WOOD SUBSTRATE, I Wx OF PANU I OFPANE1.2 \r--PANEL3 PROJECT DESIGN PRESSURE REQUIRED:+48.2f-58.6 PSF POCKrTBY OTHERS.SEE I r NOTE 6, SHEETS rANCHORAOE, 25-3ffl-MAX ANCHORAGE.-j SHEEr12 'ANCHORAGE, MAX. v SHEEr12 -C3-CLUSTER SHEET'12 ZO�R .'7 -I-T EXTERIOR SHEET 12 SHEET 12 END ANCHORAGE SEEPOCKErffiM EXTERIOR SPLICE NOTE' �INSTALLAXIONON HEAD ANCHORAGE DETAILS OPT.ANCHOR NONSTRUCTURAL ANCHORS MAY SHEET 6 TO AID IN BE ADDED lWiELD AS NEEDED TO PXXX(3-TRACK) ALIGNMENT ALIGN THE HEAD OR S1LLJF A 16, SPLICE OCCURS WITHIN A POCKET. SILLSPLICE INTERIOR CENTERLINE CENTERLINE SEE FIGURE BELOW FOR ADDITIONAL OFINWRLOM 0Fjt4rERLoCS ANCHrINFORMATJON. CENTERLINE CENTERLINE -NE MAX 1-01:PAMELI OFPAMEL2 OFPANEL3 6 EXTERIOR INTERIOR 19 1 NOTE 6, SHEETS 7'1 - - I 253d-MAx 1� I 4 ANCHORAGE, .-2-ANCHORAGE, \ a* �MHO MAX. I, SHEET SHE ; 11 IrMAX SHEETII SHEET11 EXTERIOR -arcamER, Mr CLUSTER. EN .SHEET I- FRAMEJAMS 'SEEPDCKFTIAMS Al MAX SILL ANCHORAGE DETAILS D.C. INTERIOR POCKETS SHEET 6 PXXX(3-TRACK) 1)KNOWING THE PRODUCT'S REQUIREMENTS,SCAN THROUGH TABLES I&2 PRODUCT REVISED FOR A DESIGN PRESSURE THAT MEETS OR EXCEEDS THE REQUIREMENT OFBuilding-mftlng with III.Flodda a, 0 +48.2J-58.6 AT A NOM.PANEL SIZE OF 481 X 84".FROM TABLE 1,SHEET 7,THE END PANEL ANCHOR EXCEPTION: NOA-No.* 17-0420.06 DESIGN PRESSURE IS+60/-60 WHICH EXCEEDS THE PROJECT DESIGN Expimilm Dub,0411412021 PRESSURE REQUIREMENTS. DISTANCE To BE -D.C.OR LESS = NEY.TCLUSTER By FOR WOOD INSTALLATION USING ANY Head/Sig I C3+2 C-ot-I ANCHOR IN GROUP A(SEE TABLEA),TABLE JamU 5j I SHOWS ANCHOR REQUIREMENTS OF: I P-hook 1 7 1 2)ANCHOR LOCATION DETAILS,CAN BE FOUND ON: HEAD(CLUSTER ANCHORS):SHEET 12 FOR THE"C3"CLUSTER ANCHORS AT • CENTERUME OF END PANEL 6MAX THE INTERLOCKJASTRAGAL. FOR SILL(SHOWN)AND HEAD,ANCHORS AT THE OPT-4rAMFIONR HEAD(INTERMEDIATE ANCHORS).SHEET 12 FOR THE'+2 ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY REQUIRED IF THE I ALIGNMENT MIDSPAN OF EACH PANEL O-C.DISTANCE TO THE NEXT ANCHOR CLUSTER IS OVER �fuu fly P-HOOK JAMB SILL JGLUSfER ANCHORS):SHEET 1t FOR THE'C3"CLUSTER ANCHORS AT 25-318",OTHERWISE ANCHORS ARE NOT REQUIRED AS Ip LYNN 11 ANCHORAGE ANCHORAGE THE INTERLOCK)ASTRAGAL PER THE FIGURE ABOVE: SILL(INTERMEDIATE ANCHOR%SHEET 11 FOR THE"+2 ANCHORS AT THE oc N-90 DETAILS DETAILS MIDSPAN OF EACH PANEL JAMB.5 ANCHORS,SHEET 13 FOR GEN.LAYOUT. $I VINYL SLIDING GLASS DOOR NOA(LM) Z7* No.58705 FOR PRODUCT REFERENCES,ALSO SEE: 12110/05116 P-HOOK:7 ANCHORS.SHEET 13 FOR GENERAL — J ROSOWSKI A)SHEET 2 FOR ALLOWABLE CONFIGURATIONS AND EXACT LAYOUT. STRAIGHT DOOR EXAMPLE d A Z't y. LOCATIONS OF CROSS-SECTION DRAWINGS. R B)SHEET 10 FOR SPECIFIC GLAZING TYPES. 3)INSTALLATION DETAILS INTO WOOD CAN corvwaTtazon PGTP a b11 E$IIiC. NO CHANGES THIS SHEET. 04/05/17 C)SHEET 17 FOR ALLOWABLE PANEL TYPES AND CALL NAMES. BE FOUND ON: . ...Zo_ IIIA...... � Cavi lvi%L D)SHEETS 48.18 FOR EXTRUSION CROSS-SECTION DRAWINGS. HEAD&SILL-SHEET 4 11070 TECHNOLOGY DR E)SHEET 19 FOR INSTALLATION OF ADDITIONAL ACCESSORIES. SHEET 3 N.VENICE,FL 34275 1 F)SHEET 21 FOR A BILL OF MATERIALS. P-HOOK.SHEET 6 (941)-480-1600 - SGD-5570111 NTS FIF9 oF21 MD.557A-- i:gA 1 A L=.11.11LEaR P.E. CERT.0FAU114,1129M -1/16'NOM. 3n6^li$GLASS 7116'NOM. 7/16' 7116V 1- IS 3116"HSGLASS-� 3116'HS GLASS xtfflH�GLASS 11 — --1� I 311T ANN 090*PVB-- "I, F 75 76 OWPW .090' 7/1" ACE 78 Nia*ml�GuWSl-\\\ AS. PAINTED/ 31IS'HSGtAS9 PAINTEW WIVHS GLASS !Yll "TGPI -LAMINATED -LAMINATED PAINTED/ FAINTC-01 so at SURFACE SURFACE 88 at SU /-LAMINATED a 83 —LAMINATED L%TERM <:3 CXTERIgR I RFACE EMRIOR SUWACE —RLQR 1�3 PRODUCT IS TXTERtOR- PRODUCrIS-0(TEFUOR- PRODUCT is-DamiuR- PRO GTIS-EXTERIOR- GLAZED'IF 118"1 is 718"NOM. GLAZEW IF 080-61 IS 718'NOM. GLAZED'tF A80-ai IS 'IF#82 TOWARDS THE EXTERIOR7JS*NOM -831S GLASS TOWARDS THE EXTERIOR. 7M*NOM GLASS D TOWARDS THE E-XTERIOR GLASS TO DS THE EXTERIOR GLASS SITE J SITE I i SITE I I SITE �l INTERIOR a um. �)WTERIOA PRODUCT I *IWFRIOR- PRODUCTIS-INTERIG4t- PRODUCT IS WERIOP, ISVOERIOR- S INMR-R GLAZED'ifgao-al Is 70 GLAZED'IF n0-81 IS 19 GLAZED*W 00-81 IS 243 IS 111E lurmOR. TOWARDS THE INTERIOR TOWARDS THE lUtEPJOR- 70WARDS PROD!! E INTERIOR. SEXfNOTE2. *EENOTEZ. 68a8 1 EO SEE ET EENOT rl,99 SHEET THIS SHWr THIS SHEET THIS GLASS TYPE I GLASS TYPE IA GLASS TYPE 2 GLASS TYPE 3 AN -ANNEALED SS HL%TSTRENGTH OPE It ecv-SIL(COMF STRU HOT-MELT BUTYL tt TEMPE STRUCTURAL 31W NOM. 3116'HS GLASS "IVEr=.090'TROSIFOLO PVB rNTERLAYER POLYISOSUITYLENE- FOAM .09D•PVB BY KURARAY AMERICA.INC. WITH .09(r SG 'SG-=.000-SENTRYGLASO INTERLAYER WITH DESICCANT DESICCANT. 3116,lis GLASS 75 76 3116,"S GLASS A'F 75 79 BY KURARAYAMERICA.INC. 3116"H$GLASS G EXr.GLASS 7116AIR SPACE 71 78 VISAIRSPACE 71 IS 3116'T GLASS WlWTGLASS- PRODUCT REVISED PRINTED/ complying with the Florida 0, PAINTED/ 1 Building Code O 63 LAMINATED 82 a3 LAMINATED HOA-Me. 17-0420.06 SURFACE — <3 exTER10ft SURFACE r-xpl-uon D.to 04/1412021 INT.GLASS ItUT.GLASS PRODUCT IS RIOR- PRODUCrIS-EXTERIOR- By KODISPACE SUPER G 7WNOML GLAZE0*IFC82-83tS 718-NOM. MIAMI-Do red..t C-1-1 a 4SG TPS 0 SPACER'WNXTm T E TERIOP. GLASS TOWARDS THE EXTERtOEL GLASS BITE SITE ALUMINUM <3 I"TeRLOR -��3.RITERIOR PRaou"T IS'INTER16R- PRODUCTIS INTERIOR- REINFORCEMENT pOLYISO- DESICCANT FILLAREA GLAZED'[F#n-83 Is 70 GLAZED'lFfia2-63 IS BUTYLENE TOWARDS RE INrMOK TOWARDS711HINTIETROP. 6116W'N SEAL� m S 11 SILICONESEAL SEENOTEZ SFENDrEZ ee 0.1=4 ROLL-PO INTED TWSSHEET FOAM STAINLESS STEEL. GLASS TYPE 3A GLASS TYPE 4 EXT.GLASS NOTES: 'LYNN EXT.GLASS 1)BACKSEDDING SURFACES SHALL dtki GEN NOT BE PAINTED OR LAMINATED. lal10/05/15 No. 705 .14 VINYL SLIDING GLASS DOOR NOA(LM) Mr. REINFORCEMENT WGIASS 2)PRODUCT MAY BE EITHER GLAZING DETAILS J ROSOWSKI 'V INTERIOR OR EXTERIOR GLAZED, PROVIDED THAT THE %O Cf XL EDGE'" copyl NO CHANGES THIS SHEET. 04/05/17 OF OF A LAMINATED GLAZING UNIT IS SPACER SPACER �40R ADHERED TO THE GLAZING LE N.VENICE,FL 34275 0.0 C5RT.0FAUIfl.r2X!W 0 I GD-5570111 NTS III 10OF21 11�91 MD-5570.0 jV9i9jrA ply(941)480-1600 HIS SILL CLUSTER ANCHORS LAYOUT. SILL"+"INTERMEDIATE ANCHORS LAYOUT: ASTRAGAL OR ASTR&GALOR PANEL INTERLOCK INTERLOCK PANEL CENTERLfNE PANEL CENTERLINE CENTERUNE CEMrERLWE CENTERLINE—; 4- 4- EXTERIOR EXTERIOR EXTERIOR EXTERIOR I I EXTERIOR 15 2-TRACKCLUSTERCr 2-TRACKCLUSTER'CS' lf� �5 ID I TRACK INTERMEOIATE ANCHOR LOCATIONS 2-TRACKINTERMEVIATE 2-TMCK INTERMEOINTE ANCHOR ANCNORTOCA7TON5 •33'ANCHOR LOCATIONS ASTRAGAL OR ASTRAGAL OR INTERLOCK PANEL PANEL PANEL 4" >4-, CENTS CE.NTERLINE 4" CENTERLINE >4- L Z-1- EXT 0 3.2; EXTERIOR 3.9 3.22' ERI R EXTERIOR 3.22" —2R- 3-TRACKCLUSIMCrj7 �J 3-TMCKCLttsmlcs _...fl_ — ---- ---- -�5-- i.Ri ANCHORLOCATIONS ANCHOR LOCATIONS '+I'ANCHOR LOCATION "42'ANCHOR LOCATIONS '-3'ANCHOR LOCATIONS ASTRAGALOR ASTRAGAL OR • PANEL PANEL iNJERLOCK _•„"CENIERLINE7 PANEL CENTERLINE Q" CENTERLINE C CENTERLINES 4- it- EX7`ERfOR 3.22' EXTERfOR 3,22" SC RR T7RERtOR EXTERIOR --4 1- 3,2 4-TRACKCWSTER 4-TRACKCLUSTER 4-TRACK INTERWAXATE 4-TPACKINIMMECLAIrE lu 4-TRACK INTERNEmm 'CTANCHOR LOCATIONS 'CS'ANCHOR LOCATIONS '+I-ANCHORLOCKRON '-2'ANCHOR LOCATIONS -+W ANCHOR LOCATIONS NOTES 1)ALL DIMENSIONS S)40WN ARE BASED ON MINIMUM ALLOWED. NOTES: INTMWMTEANMORLCCATIOUSI 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 2)TRACK-TO-TRACK DISTANCE IS 2,375" 2)TRACK-TO-TRACK FOR ALL SILLS: DISTANCE IS 2.376" @243 7 6" FOR ALL SILLS: PRODUCT REVISED "' l(LyA1 as complying with th.Fl-ld. " R.1CQ ` �........A lamb 5 NOA-N.. 17-042006 P-hook 7 CW3MRAWH0RtQCAT0a-- Expjmtl.a Da 041141202113 �*-* N..58705 VINYL SLIDING GLASS DOOR NOA(LM) 1'.11010,5116 By lSTiami-O 0roductC*ntmi ANCHOR LOCATIONS A JROSOWSKJ )0a ,gyp* s Of NO CHANGES THIS SHEET. kA 04/05117 %'1 ..... .. I wadisill I 7,,70NAL 1070 TECHNOLOGY DR I 'i/pIllitill Jamb 5N,VENICE,FL 34275 oo P-bK 7 {941}480-1600 ILLER,P.E. I CERT.OF AUNT.92rM I 111,5GD-5,570111 NTS 11 OF 21 MD-5570.0 A A.LYNN M I HEAD CLUSTER ANCHORS LAYOUT: HEAD"+"INTERMEDIATE ANCHORS LAYOUT: ASTRAGALOR ASTRAGAL OR PANEL INTETLLOCK— 4" INTERLOCK— 4" PANELY„ CENTERLINE 4" PANEL CENTERLINE CENTERLINE CENTERLME CENTERLINE 4" EXTERKSR 3,22" EXTERIOR EXTJE'RM EXTERIOR 3.22" EXTERIOR 3.22" 2-7RACKCLUSMR'Cr -11D 2-TRACKCL.USTER'W 2-TRACKIMERMEDIATE V 2-TRACKINfFRMEMATE V' 2-TRACK INTERMEDIATE ANCHOR LOCATIONS ANCHOR LOCATIONS "tyANCHOR LOCATION 't2'ANCHOR LOCATIONS 't3"ANCHOR LOCATIONS ASTRAGALOR ASTRAGAL OR tMERLOCK INTERLOCK PANEL PANEL PANEL_, CEMERLINE 4" CENTERLINE i q" CENTERLINE CEMFRUNE 4.7s, CENTERLINE 4" a� EXTERIOR-- ----'- —«--+-- -._,.322 EXTERI —«.+ 3.22" EXTERIOR EXTERIOR _. _ . J_'�S�I!? ___. _ EXTERIOR 3-TRACK CLUSTER'CP tJ 3-TRACKCLUSTER'CS'. _ 3- I1� -XTMCK LOINTERMEDIATE-1AM"... ___. _ .._ __ - 2*AEANCHORLOCATIONS __..___ . __ TRACK INTERMEDMTE ANCHOR LOCATIONS ANCHORLOCATIONS ASTRAGALOR ASTRAGAL OR PANEL INTERLOCK—"- INTERLOCK—r- --_ PANEL PANEL 4" CENTERLINE 4" CENTERLINE 4' CCNTERt7NE CENTERLINE—� CELT[ERLIME } EXTERIOR EXTERIORR3.22" EXTERIOR EXTERIOR IEXTERIOR v EXTERIOR ¢T I4TACKO4-TRACK CLUSTER 4-TRACK CLUSTER t'ANCHOR LOCnON ANCHOR LOCA17ONS ANCHORLOTIS322' 'CrANCHORLOCATIONS -CSANCHOR LOCATIONS NOTES: FIGURES PFATAN TO THErOLLOMOH&W 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED, tNTEF W EOUTE ANCi;Gfi 4af'ATIOl19• NOTES: 2)TRACK-TO-TRACK 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. DISTANCE IS 2376" 2.375" 2)TRACK-TO-TRACK FOR ALL7iEADS: DISTANCE IS 2.375" 2,375" FOR ALL HEADS: PRODUCT REVI HefldT918 r1 as ldIng y1nD with thoFl FloridaBUI Oatldp17-0420.46 PlciwESPEKTAwronret'OtLowwaREao Pik 7 NIA-Np. �•`Q�'t%'ti,LCEAts --.l��: CLUSTER ARCFOR LOGt7Ktm . @xpitatla"Datp0411412021 Na.58705 VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 Er 0 radpct C.Atml ANCHOR LOCATIONS B lm* J ROSOWSKI SOL, sT F o 7 �� copriva roaar PSTetDUsnvEs-uac. ay'NO CHANGES THIS SHEET a8 04/05/17 l''i�fiSSr FI PDA"%G\' : HeadlSls 1 AURM,iRSRESERVED �� 6 1070 TECHNOLOGY DR P rrb 7 N.VENICE,FL 34275 (841)•480-1600 SGDS570�TI� NTS 12 OF 21 PFM-5570.0 ¢$ A ALYNN MILLER PE #RL OF AM 929M "t P.[R SNos _ P-HOOK ANCHORS LAYOUT: JAMB ANCHORS LAYOUT,(PARTIAL VIEW): ricuRESPERrAN roTllErouowNe UuaAucNon lou>aeas: 2.375" 4.76" r— T— 7.125" 6' MAX. 21.6" 21.6" 21.6 Hearra C5 MAX MAX. MAX. 5 O.C. FJCT_ E—R O.C. O.C. eXi P hook 7 OPT.ANCHOR� TO AID IN NOTES: ALIGNMENT 1)STANDARD ANCHOR LOCATIONS SHOWN. FOR 3 AND 4 TRACK JAMBS,ANCHORS MAY BE LOCATED IN ANY ADJACENT TRACK 6' 6 6" (SIMILAR TO THE 2-TRACK JAMB)AS MAX MAX. MAX. REQUIRED TO MEET MIN.EDGE DISTANCE I 2 TRACK FRATRACK FRAME ! 4-TRACK FRAME CONSTRAINTS.IN CASE H M ODD ME 3 JAMB ANCHORS JAMB ANCHORS JAMB ANCHORS NUMBER OF ANCHORS,THE MAJORITY MAY { _ _ - _ -_--- - — BE TOWARD THE INTERIOR DR EXTERIOR. c • i MAX JAMB JAMB JAMB (3)WEEP NOTCHES (4)WEEP NOTCHES (5)WEEP NOTCHES PER END @ 1"X.500" PER END @ 1"X.500" PER END @ 1"X.500" ' ( f SILL _ SILL SILL EXTERIOR EXTERIOR EXTERIOR (3)TRACK WEEP HOLES 6"MAX EVERY 24"@ 1.125"X.190"; \ (6)TRACK WEEP HOLES \ EVERY (1)WEEP NOTCH EVERY NOTCH 24"@ 1.126"X.190'; OPT.ANCHOR (1)WEEP NOTC — (10)TRACK WEEP HOLES TO AID IN 24'@1.375'X.000" (1)WEEP NOTCH EVERY EVERY 24"@1.125"X.190;1 ALIGNMENT 24"@ 1.375"X.500' 24"@ 1.375"X_500" NOTES: 1)SEE TABLES 1&2 FOR EXACT QUANTITY SILL.WEEPHOLE LAYOUT(2,3&4 TRACKS) PRODUCT REVISED �RRRR 1IIAi OF ANCHORS REQUIRED IN THE P HOOK. plyl g-ith the Florida `.`�Op1Y IYAIN�j eaiialn.9 od. ��- t NOA-No. 17-0420.06 _ LICENSE•.�(�� 1 FGURFSPERrANTOMEFOMV-0POr3lEr— Q:• "c"m LOCaTK=- P.xpJ-MU0n Data 04/14/2021 *: NO.58705 =: W VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 ____ Mlam -Prc uc!Control !�:• � R p I � ANCHOR LOCATIONS C 1� J ROSOWSKI 'a �OR.'uI sr T1 Ebp •r�� corrRlar zotr PROEr Es.wc. NO CHANGES THIS SHEET. a$04/05/1711,i"70,v HWISitl -+i1070 TECHNOLOGY DR �a tr11111R F—j—amb--f 5 1 N.VENICE,FL 34275 P-hook 7 (941}480.1600 SGD5570 NTS 130E 21 0 MD-5570.0 A ALYNN p.Ea 50705 PF. CERr.OFAVTKnP 96 HEAD 90a CORNER CLUSTER ANCHORS LAYOUT: SILL 90e CORNER CLUSTER ANCHORS LAYOUT: FISMESPERTANTO7HE FOLLOWING 6P CORNERS0.L mev'ORLOCA'", 0 4' 4^ 4" 4' 0 4" 4^ 4" 4" H66arsnt t 3.22" EXTERIOR 3.22"EXTERIOR - .�.iiNib 5 2-TRACK 90'CORNER 2 TRACK 90'CORNER Y P-hook 7 'C4•ANCRORLOCAMONS `n/ •...ANCHORLOCATIONS 2-TRACK 9V CORNER ERtOR 2dRACK 90•CORNER EXTERIOR NNFAE•G•IS SPECIFIED) E W IO?) (USHERE'CS IS SpECIFlEO) •C4'ANCHORLOCATIONS 'C6•ANC14ORLOCATTON3 '(-F— (USEWHERE-Cr ISSPECIFIED) (USEV)IERE'C5'ISSPCCYIED) C„7 0 — ---- - - - - --------- --- LL `- _PRODUCT REVISED 4" 4 4• -_ _ -4^_ -" - _..______ ___" __ - - as camplyytag wlihitwFtv�ttlq building CWo Noa-No. 17.0420.06 expirst(on Do(-04114/2021 4" d^ 4" 4" Dy [dlnmi-D product..nm EXTERIOR 3.22 EXTERIOR 3-TRACK00-COM ER 3-TRACKBA'CORNER n'C4'ANCHOR LOCATIONS 'CA'ANCHORLOCATIONS V 7411ACK90'CORN:R EXTERIOR3•TRACKEO•CORNER 3OR (USEWHERE-CTISSPECIRM) (USEWRNERE'CSISSPECJFlED) - 'C4'ANCHORLOChTIOHS 'C0•ANCHOR LOCATIONS jv1 (USE TVHERE-CX IS SPECIFIED) (USE WHERE•C51S SPMIFMO) PcFI 4' 4" 4" ]4' L ��d13Y LYNNr 4" d: NO-58705 F a^ 4" - T, '� •��* a ' •CA R EXTERIO 3.22' EXTERIOR `' 3.22` �fijsf(}--.•••, NG``� 4-TRACK90•CORNFR - 4•TRACK90•CORNER 4TRACK00'CORNER EXTERIOR 4-TRACK 60•CORNER EXTERIOR r/�/SNALl�LAAA 'C4'ANCHORLOCARONS •'CVANCHORLOCAIIOAS _C"( (USEWHERE-CWISSPECIFIED) (USEVRiERE"CSIS SPECIFIED) •CWHERE-RLOCATTDNS V 'C6'ANCNORLOCATKNTS - (USE LVHEFIE�CT•IS SPEC(RE0) (USEWHERE•C513 SPECIFIED) � A.LYNN MILLER,P.E. NOTES _ PEM587DS MURES PERTAIN TO RIEFOWANIG W OOMM 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED- REAnANCHORLOCATaNS: VINYL SLIDING GLASS DOOR NOA(LM) ' 10!05!15 g0= 2)DETAILS DEPICT ANCHOR QUANTITY AND SPACING,AND WOULD BE SIMILAR FOR OUTSIDE(SHOWN)AND INSIDE CORNERCONFIGURATIONS- ANCHOR LOCATIONS DJ ROSOWSKI HRaIITSIn D t - o Jsmb 5 3)TRACK-TO-TRACKCOPrRu:HTaxir pGTnvDusrRIES.cN NO CHANGES THIS SHEET. +� fl4f05l17 P-hook 7 DISTANCE IS 2.375" W2-376. 2.375^ AURIGHrsRFSERVED FOR ALL HEADS AND SILLS: 1070 TECHNOLOGY DR a �Q N.VENICE,FL 34275 (941)4801600 1ZSGD-5570 NTS 14 OF 21 MD-5570.0 4 il A _ CFRT.aF AURt.rz9ms HEAD 135°CORNER CLUSTER ANCHORS LAYOUT: SILL 135°CORNER CLUSTER ANCHORS LAYOUT: T.R AwtoTHE COMER S0.,CA.n °4' 44' 04' fr )EXTERIOR1Z3.22' 4' FJOERIOR EXTE52-TRACK 135'COPNSR U 2•TRACK13WCOFWEFI " 4' J� 7 'C4'ANCHOR LOCATIONS 'C6'ANCRCRLOCATIONS &1RAGK 135•CORPER V 2-TRACK135'CORNER V (USE WHERE"C3'IS SPECIFIED) (USE WHERE-W IS SPEaF]ED) 'OV ANCHOR LOCATIONS 'Ct:AtdCNOR LOCATIONS (USE WHERE-Cr tS SPEOPIED) tUSE WHERE•C5-IS SPECIFIED) 4• f �� q' f PRODUCT idiPCwltthtorida Building o 0 - --- 4' - — HOA-No. 17-0420.06 EXTERIOR EXTERIOR ) Expiration Vat-004-114/-2021- - EXTERIOR EXTERl jl ey / 322" `7 3.22" Mlnm-0a o uet Contro 3-TRACK 135•CORNER 3-TRACK 1351 CORNER ANCHOR LOCATIONS 'Cb'ANCHOR LOCATIONS - 3-TRACK 135•CORNER 3-TRACK 135'CORNER CA" (USE WHERE•C3•IS SPECIRED) NSE WHERE'CS•IS SPEOFIEO) 'CA'ANCHORLOCAHONS CVANCHOR LOCATONS (USE W1ERE'CYIS SPECIFIED) (USE WHERE-CS-ISSPECIFIED) 4' 4' 4" 4' do �(; No.58705EXIERNOR EXTERIORc EXTERIOR 71 "70 TE O �4TRACK135'CORNER �/ 4-TRACK135-CORNER . f 'i,�Lr••• ORIDR •�`� 'C4'ANCHORLOCATKINS 'CVANCHORLOCATIONS d-TRRCK135•IX)RNER aTRACK13WCORNER •,s�� NG`�.` NSE WHERE'C3'IS SPECH•1EU) (USE V ERE-CS•IS SPECIF£D) G ANCHOR LOCATIONS 'C5'ANCHOR LOCATIONS �jfNNAj j 1 1�.t (USE WHERE•C3•IS SPECIFIM) (USE WIIERE•CS IS SPCCtfIED) ALYNN058705 P.E NOTES: RE-0 58705 FIGURES PERTNH TO THE FOILOWHG 13r COMER 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. tEADANCRORLOCATONk' VINYL SLIDING GLASS DOOR NOA(LM) 1,'110105115 135' 2)DETAILS DEPICT ANCHOR OUAN71TY AND SPACING,AND WOULD BE -- ± SIMILAR FOR OUTSIDE(SHOWN)AND INSIDE CORNER CONFIGURATIONS. ANCHOR LOCATIONS E _ J ROSOWSKI tieeN5i11 1 UUT 1 . Jamb 53)TRACK-TO-TRACK COPYR G pgm R3 GZ D ES. d NO CHANGES THIS SHEET. 10104105117 P•)ook 7 DISTANCE IS 2.375' 2.375' F2_3715' 1070 TECHNOLOGY DR I FOR ALL HEADS FIND SILLS. N.VENICE,FL 34275 ! 1 0.11000 CERTOFA(94 �4B SGD-5570 NTS 15 OF 21 MD-5570.0JA j i HEAD SPLICE ANCHORS LAYOUT(a)-INTERLOCK OR ASTRAGAL, SILL SPLICE ANCHORS LAYOUT Q INTERLOCK OR ASTRAGAL: F=ERIAUI To lVe FOLL(YVM(; SILLAWMLQM. M SPLICE ~ SPLICE L 4- 4- L / LOCATION SPLICE N Fs EXTERIOR 1 3.22 JR, 4 —3.22' EXTERIOR EXTIERIM 2-TRACKSPLICE 2-TRACKSPUCE 2-TRACKSPIACE —SPLICE 'C4*AJqCHORLOCATIONS ID 1ANCHORU)CATIONS LOCATIONS C,ANCHOR LOCATIONS (USE WHERE-CT IS SPECIFIED) (USE WHERE-CS-IS SPECIFIED) (USE WV HERE'CIS SPEC WED) (USE WHERE-CS'IS SPECIFIED) SPLICE LICE N 'n', SPLLOCATX7N Sp LOCATION AMON 4.75. 4- LCCAT—__-j 4 4' ir Mo -PRODUCT REAtISED R Pt..da EXTERIOR 1-4* EXTERIOR *31.21- EXTERIOR -4-4 3.22- EXTERIOR 4" as 3-TRACKSPLICE 3-TRACKSPLICE lOuNdIlDle.Vith lb 3-TRACK SPLICE XTRACKSPUCE CV ANCHOR LOCATIONS NOA-No. 1740420.06 'ANCHOR LOCATIONS or ANCHOR LOCATIONS (USE WHERE'Cr IS SPECIFIED) 'USE WH ERE-CS'IS SPECIFIED) (USE WHERE-Cr IS SPECIFIED) (USE WHERE-W is SPECIFIED) rKpimtIon Date 0411412021 ey SPLICE 4.75" SPLICE SPLICE SPLICE LOCATKIN LOCATION7 4- _f] LOCATION__� 4- I EXTERIOR 4- EXTERIOR OR 3.22" EXTERIOR 3.97. LYff" rr 4-TRACKSPLICE 4-TRACKSPLICE 4-TRACKSPUCE 4-TRACKSPLICE 'OVANO"ORLOCANIONS ACrANCHORLOCATIO NS (USE WHEEICrISSPIMRE) (USEWfMRE-CVISSPECFED) (USE WHERE-GMM'EORED) (USE WHERc"CS`Is SPEC nm) 0. B705 NOTES. 1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. I Ij wt" FMAESPERTANTOTHEFmlowwrSPUCED 2)ABOVE FIGURES ARE FOR SPLICES OCCURRING AT THE ASTRAGAL OR INTERLOCK. A.LYHNM?LLER.PZ - -_ FOR SPLICES OCCURRING INSIDE OF A POCKET,SEE THE EXAMPLE ON SHEET 9. —P-22705 3)TRACK-TO-TRACK . - A VINYL SLIDING GLASS DOOR NOA(LM) 0/05115 DISTANCE IS 2.375' 2-375- J2376- 191 1 -1 1 ANCHOR LOCATIONS F JI&I J ROSOWSKII FORALLHEADSANDSIU uu.r A com .1 NO CHANGES THIS SHEET. 04105!17 4)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED - kA Jamb BY OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 1070 TECHNOLOGY DR I N.VENICE,FL 34276 P-hook I 71A (EKLO941"80-1600 SGD-5570 NTS 16OF21 I MD-5570.0 111LA CF� PANEUS RIGHT STILE TYPE SCREEN PANEL TYPES PANEL TYPES SINGLE LOCKSTILE ASTRAGAL ASTPAGAL INS'DEW OMIDE 13W )WIDE 155- c DOUBLE "E'311 ICE"' C� L INTERLOCK :VLE WtHANDLE BoxoUr Box IN ASTRAGAL ASTRAGAL ASTRAM INTERLOCK ASTRAGAL ER INTERIOROR OUT REECEIVFR RECEIVER RECEIVER EXTERIOR GLAZED m LOCRSTILE ED,-.......41 DOUBLE MERU= SINGLIE T TV IWERLom c[1-- E F PP K L L TC TA TV TW i LOCKSTILE ASTRAGAL SINGLE INOLE DOUBLE INTERLOCK B H P A C C SC sw SD LN'rERLOCK 5,-� w IN SA SV INTERLOCK parm FIXED DOUBLE INTER STILE :2:x= RR R S S FC FD. FV FW A 'LOCK LOCKS'nLE Ianrotnl LOCKSTILC W—IM—AM-LE * D M u AWRAGAL oavcm M=-o -ASTRAGAL 9==-- DCI18LE swar BOXOUT U T. U-- -DS- -INTERLOCK 5- -.INTERLOCK-- LL ulAS BOX IN N T U -PES LocKs-nLF AS7RAGAlL Lu' O"T-w CT CS CF z RECEIVER 0. IN.9v ASTRAGAIL REc,,,N.;u= AT AS DF our.135* RECE ASTRAGAL 4�o-- VT VS VF PRODUr, REVISED As com tith 4ho Fl.dda GuUdj PIZ .9 � IVER 94.13V NOA-Wo. 17-0420.06 ASTRAGAL WT WS WF Expl-tion Dat.04/1412021 OVER Dy LEFT RIGHT PANEL PANEL STILE STILE PANEL TYPE"P SHOWN. ,PANEL NOTES: '%iltioll, -y SIZES&DESIGN PRESSURE. 1)SEE DP/ANCHOR TABLES I&2,SHEETS 7-8 FOR PANEL 8 w 2)PANEL TYPES NOT SHOWN ARE NOT REQUIRED FOR ANY CONFIGURATIONS AND AREVINYL SLIDING GLASS DOOR NOA(LM) NOT AVAILABLE. 0/05/1 No.58705 PANEL TYPES 3)MAXIMUM NOMINAL PANEL WIDTH FOR ALL PANEL CONFIGURATIONS IS 60-. 1&1 J ROSOWSKI k'T-- A-111�ktf� 55 7 STATE 0 Parpous"umflim NO C14ANGES THIS SHEET. 8 04 5117 4)PANEL TYPE MAYBE EITHER EXTERIOR(STANDARD)OR INTERIOR GLAZED,BOTH - IU RICRTSRESEFMo �&;'OJVA DR TYPES QUALIFIED BYTHIS APPROVAL,SEE DETAILS SHEETIO. N.VENICE.FL 34215 "t),fill t"j% 1941)-4804600 A.LYNNMI'ERp-e. -- MISGD-567011 NTS j;jj.17OF2 3,� MO-Svoj) 141 A [-5.875 10.635 540 .291 061 1 100 .126 Jiso -762 UEHQ1 1_92781 U=�a=fl 1.928 E31 1.68 2 .100 ------ 930 1 INTERLOCK CAP. .5 "JHF i FRAME (D 2 TRACK HEADMAMB 4TRACK SILL @COVER(PVC) @ ANCHOR PLATE TRACK INSERT @ EXTENDED POCKET 5.178 ti I GOD 252 231 050 1 2.460 .100 8.250 -.062 F 080 8.250- 1.613 'L2 100 .049 IA35 1 .062 160JIL-11 E3 F " I H H. LA u�_� BOTTOM RAIL @ OUTER SILL @ SILL TRACK Aq OSUPPORT COVER COVER E ICA 0 P-HOOK ADAPTOR P-HOOK 3 TRACK HEAD/JAMB @ 3 TRACK SILL 094 125 640 LV,5AO 291 .061 .229 1-2.976 2.141-1 10.625 5.876 -3000 .0 062 1.406 tp 1 81 .062 _"4__- OR I 4 ----. J:TENDED ( ROW"CI.E. EM @ FIXED PANEL CLIP @ REINFORCEMENT 1.6 5P -1 _T r& 00 0 J,�V26 .f_ 2.60741 .075 �329 5 14 0 KEEPER 23 BAR REINFIRC ENT 4 TRACK HEADNAMS @2 TRACKSILL --KEEPER--- __�qBAR_ --PLATE 2.611- [--2.838 1.670 1 U626 1.695 1.595,-- .309 2.696 3A63 .125 .0 21� 099 2,t_ r 4.279 2.833 8 2.768 AGO- 2.768 .070 2.116 4.635 Lrp .300 H 2.025 .31210 INTERIOR JAMS COVER j1Oice 182 .121 F--.182 2.291 100 �-Z710 1.675 PRODUCT REVISED I I is complying with tho Florida BOTTOM @ TOP.BOTTOM (��INTERLOCK.300 @ INTERLOCK AGO (&ASTRAGAL EXTENDED POCKET (@)INTERLOCK 3)PANEL STILE,TOP Ou"ding Code AND STILE AND STILE REINFORCEMENT, REINFORCEMENT, REINFORCEMENT @INTERLOCK ADAPTER I ADAPTER ASTRAGAL ADD-ON AND BOTTOM RAIL NOA-*' 17-0420.06 REINFORCEMENT COMPOSITE- STANDARD HEAVY-OUTY EpIrtI..V.t.G 1 021 1 1`- f [71 F 0�0076 L L f)n 2. R C-O� REINFORCEMENT 1--3-326By 3.452 1..,-3.345 NOTES: MI ml-a Fruid..t G-..-Cant ant- 1472 r 919 1 12513.209 3.713 I)SEESNEET4FOR �1125 .000 .090 r SILL RISERS. 06 3,346 .061 .04, 00 3.2 L547 '9 0 1 0 Z175 �PIJ( 2)SEE SHEET 20 1 .065 r gig FOR SCREEN PARTS. .300.- 1 .. 11170 �-229 I @135'CORNER @135*CORNER ©135'CORNER @135*CORNER @OWCORNER @ 90*CORNER 41 90' 3)ALL DIMENSIONIS ASTRAGAL PASSIVE MOUNT ASTRAGAL CAP. ASTRAGAL CAP, ASTRAGAL ASTRAGALCAP. ASTRAGAL CAP, IN INCHES. EXTERIOR - INTERIOR EXTERIOR INTERIOR -)V�(LYNtv rig 0Gr:Na,, -1.912 210 .252- .173 Z, A:VINYL SLIDING GLASS DOOR NOA(LM z* , N..58705 .065. -111)105115 I -CC'? 1.2161 1-261 -r1201 r1201 14 J ROSOWSKI EXTRUSIONS is 0 (9 @ waiao2mT rarnimisImmmo. NO CHANGES THIS SHEET- 04/05/17 @ coftAtLRIGWSR&SVR� I SQUARE BEAD BEVELED BEVELED BEAD OGEE BEAD OGEE BEAD 1070 TECHNOLOGY DR N.VEN _E,FL DR I 110N, (941)-480-1600 SGD-5570 NTS 111 18 OF 21 = MD-5570-D Al A.LYNN MILLER,P.E. CERT.cFAURtM2ffi 1)INSTALL 2)INSTALL CLIP HEADER BLOCK TO HEAD CLIP INTO INTO FRAME JAMBH JAMB TO HEAD ATTACHMENT (4)CLIP ANCHOR &SUBSTRATE. OANEL TYPE AS USED USING 4 INSTALL ONE BLOCK AT T 64 BLOCK ASSEMBLY STILE 1 OCK IN INSTALLATION, INSTALLATION EACH INTERLOCK. TABLE A.SHEET I ANCHORS,SEE AT ASTRAGAL,INSTALL (3)#10 X TABLE I ONE BLOCK THAT 1.6"SMS SPANS BOTH PANELS. (3)#8 X n `aOEJ an ED PANEL CLIP FIXED INSTALL NECUPATTHE 23 PANEL- MIDSPAN OF EACH FIXED (2)114' CLIP PANEL-TO-FRAME JAMB LOCATION. (ex 2-1/4'SMS 21 BAR COVER MsZ #10 2z REINS.BAR_ X2.SMS et#SX 14/4"Sms KEEPER -WRtIKEEPER@?AAX JAMB TO 3.V0.G..$EESj1EETj9 SILLASSEMBL KEEPER TO JAMB LOCKING JAMB ATTACHMENT REINFORCEMENT PLATE ❑ salPROla DUCE—.15— In th th.Florida ATTACH WITH#8 X 1-1/4' 4-PANEL,2-TRACK HOA-No. 17-0420.06 @ 34-112-MAX O.C. KEEPER to — OXXXSHOWN Expiration Da 4 (4 8 #10X(F) ca INTERLOCK INTERIOR 2!10MX1 CLIP COVERrte. INTERLOCK NOTES EXTERIOR 24 REINF.PLATE 1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. BOTTOM RAIL 94#10 x 2)SEE SHEETS 11-16 FOR ANCHOR LOCATION&SPACING, SUPPORTxt • 3)SEE TABLES 1&2 FOR REINFORCEMENT REQUIREMENTS. 4)CONTINUOUS ANCHOR PLATE ITEM#B,IS REQUIRED ATA ALL FRAME ANCHOR LOCATIONS. (2)#10X I'SM SMS VINYL SLIDING GLASS DOOR NOA(LM) 10/05/1 THROUGH SUPPORT.&� H°'SS705 INTO PANELru= PANEL I 41A 03 lox ACCESSORIES INSTALLATION J ROSOWSKI r7- INTERLOCK SILL RETAINER 141r S4S ASSEMBLY UUT - r. a F 4" 1 MruLacxrslEstnvFn - CORRECT ALL PANEL CORNERS ED#96 04105/17 CLIP ATTACHMENT WELDED,NO ASSEMBLY 17�_ INSTALL ONE ASSEMBLYAT EACH INTERLOCK FASTENERS 10 VENICE,FL 34276 �g III fill N (941)-46&-16D0 SGD-5570111 NTS 11 10 OF 21 V11f MD-5570.0 ai A A.LYNN MILLER F.E. BOX SCREEN DETAILS: STANDARD SCREEN DETAILS: • ❑a °° 5 6 � ❑a 726 42i 127 0� 6 8 106 102 119 IW 155 1]2 12 _ 718 130 HORIZONTAL SECTION EXAMPLE HORIZONTAL SECTION EXAMPLE az 15 131 53 102 717 - Tt 108 ElV R& 6 ❑n _ 111 122 O� AO 1 5 "^r1 17s� 116 HORIZONTAL SECTION EXAMPLE 100 `J 112 12D - ]w HORIZONTAL SECTION-------- - -t 1 -— —-- --- -- -- ---- --—-—--r3----- f-x-1.0 102 EXAMPLE - - 1.202--I-e---1' . 1.778 1.718 935 .875— r - —r-6—050 -- ►1—050 .045 875 I 1.020 @FRAME @SIDERAIL, @ASTRAGAL ten SCREEN u1 SCREEN 1n SCREEN OXO 1.9j93 1.9j9L3 1.8y74 RAIL LATCH ADAPTER L tS L---.082 L .082 PRODUCT REVISED —•-$F—•062 " - na eom 1ging with tho Florida too BOXSCREEN tot BOX SCREEN X02 BOXSCREEN ---}}}...yyy 1.435 Duilding Code TOP RAIL- BOTTOM RAIL SIDE RAIL I---_725 NOA-No. 17-0420.06 ter .765 .782 _ Expiration Date 0411412021. OR r►1�—.040 Dr 115 FAS 1.020- 1593 128 r .082 mlaml-Ds oduce control } {`— ---11.373 r+— 1� SCREEN VINYL FRAME SILL tot ,,�� T .063 (BASTRAGAL 72a SCREEN O 2 t ORO 1.872 ,055 1.833 = � e ADAPTER ADD-ON ' 124 791 D .062 —"I 1'•`--372 BOX Box d� ]05 SCREEN (9SCREEN tos OXOSCREEN d0® INTERLOCK SNAP-ON ASTRAGAL BUG FLAP ADAPTER VERTICAL SECTION .```1tt YILYNr/r'%,� VERTICAL SECTION . ON-..__•N EXAMPLE EXAMPLE NOTES: - �`.��,.•• •.tijj 1 306 1)ALL DIMENSIONS IN INCHES. UCENs�c •-((�;. �1 1,487 :•� 1.343 -055 _ = No.b8705 0 1.487 1 510 VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 = *= r SCREEN DETAILS £ J ROSOWSKI tafi BOX SCREEN 707 BOX SCREEN tao BOX SCREEN HEAD ® L :D,p•., F7ATE pp -:�t4� ASTRAGAL SILL ADD-ON AND JAMB ADD-ON coPr6iaNtrl pm soT� o tEs fuc. NO CHANGES THIS SHEET. ao 04/05/17 ADAPTER 1070 TECHNOLOGY DR N.VENICE,FL 34275 (941)480-1600 SGD5570.1 NTS 20 OF 21 i MD-5570.0 _ti A A.LYP EY 58I ER P E CERT.0FAUTHAM296 TABLE C: TABLE D:BOX SCREEN P Description Material # Pad# De� -- # Part# Description Material # Part# scdpnon Material 1 19001 2TrackNeadUJamb Rigid PVC 42 19086 SIItRiser-(21/rj 8083-T6Atum. 100 12255 y BotScrowTopRatf6063 75 Ai 2 19002 2-Track Sill ftld PVC 43 19022A SIII Riser-(3.1/2") 8083.78 Alum. 101 1225/ Box Screen Bottom Rail 6063 TSAI 3 19026 3•TraekHand/Jamb ftTd PVC 44 19023A SIR Riser-(4-1/16") W63-76 Alum. 1 102 1 12258 18ox Screw Sidor Rail 6083 TS At 4 19026 3-TreckSRI WdPVC 46 10024A SIB Riser-(4.5fill 6083-70 Alum 1 103 1 64428 113ox Screw Inteawk S06376Al 6 19027 4-Truck Head(Jamb Rigid PVC 60 718609W .187"x.320"Finsoel(Stile) 104 1 17347A 113ox Screen Snap-an Bug Flap 608;1 TO AI 0 18028 4-Track Slit Rigid PVC 61 716961K 1-112'x 1"x 3W Fla Seat Dust PWg 1 106 1 64346 JEIex Scram 0)*Astragali Adaptor 6M T8 A{ 7 19009 Frame Screw Corer Rigid PVC 62 71696 bust Plug I 108 I 17349 JBox Screen Astragal Adapter 6083 75 A; ' a 19031 Anchor Pluto 6063-16Ab"M 60 419041 Interlock C(ipGNer PVC 107 19639 Bax Screen Rome,Sill Ad&= 60637SAt 9 19007 'tack ins" 6063-MA(dat. 61 76163X ITandem RollorAsssmbiy SS108 18038 Box Screen Head/Jamb Add-on 606378 At 10 19084 interlock Cup-Extended Pocket FSgid PVC 02 78153rd Tandem Roller Assembly Nylon 109 ilM #1420 x Y"MS @ To ;tail SS 11 19036 Bottom Rail Support 8083 TS Aiwa. 63 78 TX #8 x 3t4"Fh.FH SMS @"er&Rafnr SS 110 I 720X112X #142A x 1.112"MS @ eoitw;Rail SS 12 190004 Outer Sill Cover 6083-Te Arum 64 419042 Frome Header BlockNylon Ill I 71793(3 W.1p,.270-x.160'-Fm Sed 13 19011 SIO Track Cofer Flight PVC 65 48052 Roger Atf.Holo Plug PVC 112 6'i80W W .187"x.600'@ Bug Flap 17 19032 P44ock Adapter 6063-76 Alum. S6 44385 4 Hole Bumper Stop PVC 113 7SRAZ Standard Rdler Nylon 18 19020 P-Hock 606376AtunL 67 76XI14FPTX r#6 x 1-1/4"Ph.FH SMS @Bumper Stop SS 110 7SRAXk1_1DRctler19 19047M Exuded Keeper 668378Akrm 66 716966 SP8 PIu9 PVC 116 write en LockingHardxare Steel -20- -19029M--Keeper - -__ - _ _ 608316Aium09 78186X Owilyd Morgan Loch WBongTdrn pinto SteaUSS 110 019053on Keoper Steel 21 19014 Reinkscement BarCaser Rtgid PVC 70 71032XIFPFX 1032 x 1"PILFtt MS(9}Lock _SS -- - -117--76MPPA1'Ph.PH SMS-_- -Steel22 19030 Relriforcemenl Bar 6005:M Alum 71 ferias Handle,I0t Cast Znc 118 16921314en Spline-•150"&.165" Vinyl23 19037M Foxed Pane(Gip 6063-TOAtum. 72 19D54 Interlock Retainer CiiP Nylon 1191816Ca' en(lath Fibagiasa 24 19035M fRainforeement Plate 6063TSAkrta 75 t(ommeding 4SG TPS Spacer System TABLE E:STANDARD SCREEN 26 10017M Top Rall,Bolton Rall and Lockstge BD05-TS Alum. 76 Quanex Super Spacer nXFwith Hol Malt Butyl Seo Sheet 26 19046 Reinforcement Composite 77 4uanex Dumseat 1U for # Part# beserlption Material Materials 120 12033 Screen Frame Rait fi083 T5 Ai 27 19018M Inledock.300 Reinforcement;Std. 6005.75 Alum 78 Cardinal XL Edge Spacer 121 ]2026A Scream Frame-Sada Rail{fetch) 6063 T5 At 28 19013M interlock.408 Reinforcement.HD 6005•TSlitum. 79 Dow coming 6 or GE-7700 Backbedd5ng Si scone 122 17363 Screen Oxime-XD ride Pail (Latch) 6M 75 At 29 19019M Astrugal Rebil"cameat 6005-T6 Alum 80 19090 7116"Square Bead Rigid PVC Im g853K Szroen vhsy[Astragal Adapter - Rod PVC 30 19083 Extended pocket Interlock Adaptor 808378 Alum 81 7116"Bowled Bead Rigid PVC 124 190128 Frame SIII Screen Addort 6063 T6 Al 31 19066 fitedock Adaptor K9fd PVC 82 19044 1.1116'Bawled Bead Rlgld PVC 125 6FP95K Btg Fiap,85+/-6 dura. Vinyl 32 1$008 Astragal Add-ca Rigid PVC 83 19045 1-1/16'Ogee Baad Rigid PVC 126 78X1 t2PSAT5 g8 x 1-117'Ph.PH SMS(Assembly) SS 33 19004 Panel Jam Cowrttom Rall Rigid PVC Bd 19016 1-3+i6"Ogae Beed Rigid PVC 127 712027 Comer Key Whooi Assembly(Standard) Ion 34 18640 lntadorJamb Cows 6063TSAlurm 85 71726K Setting Block 112"x 4"x 1116,65+1-6 dum. Neoprene 128 712027SS Cmrar Key Whaei Assembly(1-10) SS' 35 19D78 135•Comer Astregai 606379 Alum. 89 71726K Sening Block 1"x 4'x 1/16",85+/-6 duro. Neoprene 129 yades Scraan Looking Hardware Steel 38 19077 135'ComerAstragal Passive Mount 5063-TS Alum 90 781PSTX #8 x 1"Ph,PH SMS(@ Frame Assembly SS 130 710Xi4PPSDAX 910 x 314'Ph.PH SMS g Screen Ast, SS 37 18079 135•Corner Astragal Cap-Ext Rtgid PVC 91 7SX114PHPT41OX #6 x 1.114"Ph PH SMS @ Field Bar 55 ]31 78X12PPSMSX #8 x 112"Ph PH SMS Q DoorAsl. SS 38 19060 135•ComerA31ragat Cap.int. Rigid PVC 92 710X1PHPT18.8X #10 x 1"Ph.PH SMS @ Bail Support SS 132 189713;4 Screen Spline-.146' Vinyl 39 19078 40'CcmerAstmgal 608378A1um. 93 710XI15PPX tf10 x 1.1/2"Ph PH SMS @ FXd.Pni.Clip SS 133 181em Screen Goth Fiberglass 40 19081 90'ComerA9tmgalCap-Ext RlgidPVC 94 710X2.SPHPT1"X 0x21/2"Ph.PH SMS @RaintPlatefAst. SS 41 #9682 90•ComarAstragal fop-Int Rlgid PVC 95 71420Xt26FPFX 12 x 2114'FIX PH SMS @ ft.Block SS 96 as DUCT 97 77 OX34PPX #0x3;4"Ph,PH SMS ti7,t Ezt Pk1.Int. SS s or'm Y a9 with the Florida 1�t Y itY rrr� NOA-N0, d 17.0420.06 98 710X2PpX '1#10 x T Ph.FH SMS @Keeper � SS �1��''L�CEN,p•���{t„''.J expimtlom oat 411412021 Z 4' = .: No.58705 'p VINYL SLIDING GLASS DOOR NOA(LM) 10/05/15 Miami-D'e Product uontrot —-ri d >i• _— PARTS LIST" k$ J ROSOWS1tI `p t Ry. �aT: �E norm wAMir ercerts F°D"s�m�s'"a k NO CHANGES TH(S SHEET. ag 04105f17 %FSS .raRto?: NOTES: #0707ECHNOLOGYDR $ ''•/�QNALt �•�`. 1)ITEMS#1446,4649.53-59,73,74&87-89&99 ARE NOT L)SED AND ARE N.VENICE,FL 34275 NOT PART OF THIS APPROVAL (941)-480-1600 .SGD-5570 NTS 21 OF 21 MD-5570.0 A A.LYNN MILLER.P.F_ CURT.OF Aum.rmss