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HomeMy WebLinkAboutProduct Approval - sliding doors B�u"siness & Professional Regulation BCIS Home i Loy In j User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us 1 BCIS Sibs Map t Links Search F �tla Product Approval USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail Y� FL# FL15441-R3 Application Type Revision Code Version 2017 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Lawson Industries Address/Phone/Email 8501 NW 90th Street Medley,FL 33166 (305)696-8660 Ext 226 tom@lawsonwindows.com Authorized Signature Thomas Sotos tom@lawsonwindows.com Technical Representative Nelson Erazo Address/Phone/Email 8501 NE 90 Street Medley,FL 33166 (305) 696-8660 Ext 219 nelson@lawsonwindows.com Quality Assurance Representative Steven Bailey Address/Phone/Email 8501 NW 90th St. Medley, FL 33166 (305)696-8660 Ext 287 steven@lawsonwindows.com 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 Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 03/08/2018 Date Validated 03/27/2018 Date Pending FBC Approval Date Approved 03/29/2018 Summary of Products FL# Model,Number or Name Description 15441.1 9000 Aluminum Sliding Glass Door- 9000 Aluminum Sliding Glass Door-Heavy Reinforcement XX, Heavy Reinforcement OX,X0,XXX,OXO,OXXO,XXp,pXX,pXXX,XXXp,pXXXX, pXXXXp,OXXXp,pXXXO Configurations Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL15441 R3 C CAC 17-1212.08.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/26/2022 Design Pressure: +77.8/-110.1 Installation Instructions Other: Glass lites wider than 36"shall have two setting blocks FL15441 R3 II 17-1212.08.odf per FBC requirements. Verified By: Miami-Dade BCCO-CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15441.2 9000 Aluminum Sliding Glass Door- 9000 Aluminum Sliding Glass Door-Light Reinforcement XX, Light Reinforcement OX,X0,XXX,OXO,OXXO,XXp, pXX,pXXX,XXXp,pXXXX, pXXXXp,OXXXp, pXXXO Configurations Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL15441 R3 C CAC 17-1212.07.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/26/2022 Design Pressure: +77.8/-99 Installation Instructions Other: Glass lites wider than 36"shall have two setting blocks FL15441 R3 II 17-1212.07.odf per FBC requirements. Verified By: Miami-Dade BCCO-CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15441.3 w 9000 Aluminum Sliding Glass Door- 9000 Aluminum Sliding Glass Door-Without Reinforcement Without Reinforcement XX,OX,X0,XXX,OXO,OXXO,XXp,pXX,pXXX,XXXp,pXXXX, pXXXXp,OXXXp,pXXXO Configurations Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL15441 R3 C CAC 17-1212.06.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/26/2022 Design Pressure: +-64/-89 Installation Instructions Other: Glass lites wider than 36"shall have two setting blocks FL15441 R3 II 17-1212.06.(df per FBC requirements. Verified By: Miami-Dade BCCO -CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15441.4 9200 Impact Aluminum Sliding Glass 9200 Impact Aluminum Sliding Glass Door-XO,OX,XX,OXO, Door XXX,OXXO,XXXX Configurations induding L,R,&Double Pockets Limits of Use Car ification Agency Certificate Approved for use in HVHZ: Yes FLIS441 R3 C CAC 17-1212.05.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 02/13/2023 Design Pressure: +76/-85 Installation Instructions Other: Glass lites wider than 36"shall have two setting blocks FL15441 R3 II 17-1212.05.pd per FBC requirements. Verified By: Miami-Dade BCCO-CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: ONext Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Cho y1ight 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1), Fiorida statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The maft provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. MIAMI.OADE MIAMI—DADS COUNTY,FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(PER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DWISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Lawson Industries,Inc. 8501 NW 90*Street Medley,FL 33166 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 AFU 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"SDG-9200" Aluminum Sliding Glass Door(Steel reinforced)—L.M.I. APPROVAL DOCUMENT: Drawing.No. L9200-1201 Rev C, titled "Series SGD-9200 Aluminum Sliding Glass Door (LMI)", sheets 01 through 14 of 14, prepared by manufacture, dated 09/25/12 and last revised on NOV 21, 2017, signed and sealed by Thomas J. Soto, P. E., bearing the Miami—Dade County Product Control Section 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 I 1. See Design Pressure (DP) Vs door size, glass type, reinforcements, sill type and configuration in sheets 2 sheet 5 and sheet 8. 2. See pocket installation detail in sheet 11 and notes##15 and 416 in sheet 1. 3. Applicable Egress requirements to be reviewed by AHJ. ; LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami—Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami—Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it k 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 & renews NOA#14-0908.02 and consists of this page 1 and evidence pages E-1,12, E-3, E-4 and E-5,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda,P. E. NOA No. 17-1212.05 M AMEDADECOUNTY Expiration Date: February 13,2023 • Approval Date: January 257,2018 Page 1 OSA 1 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted in previous files A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 12-1204.12) 2. Drawing No. L9200-1201, titled "Series SGD--9200 Aluminum Sliding Glass Door (LMI)", sheets 01 through 14 of 14, prepared by manufacture, dated 09/25/12, with the latest revision`B",dated 04/15/15, signed and sealed by Thomas J. Soto,P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked-up drawings and installation diagram of an Aluminum SGD, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-11- 3269, dated 05/16/11, HETI-11-3292, dated 10/20/11, HETI-11-3274, dated 10/20/11, HETI-11-3329, dated 01/16/12, HETI-12-4040, dated 10/12/12,HETI-12-4051, dated 06/13/12, HETI-12-4053 and HETI-12-4064, dated 09/24/12, all signed and sealed by Rafael E. Droz-Seda,P. E. (Submitted under previous NOA No. 12-1204.12) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked up drawings and installation diagram of an Aluminum Sliding Glass Door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI- 11-3270, dated 05/16/11, HETI-11-3275, dated 10/20/11, HETI-11-3307, dated 10/03/11, HETI-11-3314, dated 10/20/11, HETI-11-3330, dated 01A6/12, HETI-12- 4052, dated 07/10/12, HETI-12-4054 and HETI-12-4065, dated 09/24/12, all signed and sealed by Rafael E. Droz-Seda, P. E. (Submitted under previous NOA No. 12-1204.12) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading 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 an Aluminum Sliding Glass Door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-12- 4041,dated 10/12/12, signed and sealed by Rafael E.Droz-Seda,P. E. (Submitted under previous NOA No. 12-1204.12) 4. 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 along with marked-up drawings and installation diagram of an Aluminum Sliding Glass Door, prepared by Hurricane Engineering&Testing, Inc.,Test Reports No.'s HETI-11- 3291, dated 07/15/11 and HETI-11-3292, dated 10/20/11, both signed and sealed by Rafael E. Droz-Seda, P. E. (Submitted under previous NOA No. 12-1204.12) Ishaq I.Chanda,P.E. s Product Control Examiner NOA No. 17-1212,05 Expiration Date: February 13,2023 Approval Date: January25,2018 E-1 L �nl ��ixt>+trli�cl lst��,�a..l es!il ��a(si+' 7:E tai.1�'�tliatli6lT �9l:,Eyi :� .� :7!u 14 ,.�r�' .t •-�-' _Ct/�:. � '��_i!�c)S'r•f`t{4'Sr;.Ut{s<ii' sisSlll�;'.tl , ICKIC ?,i fJ 'j gnibtif? 111;`:4::sU11' arb !!r' 4-- l tiw .. C:.':(�{. €s]tFl+ ,:ailt:]ai�l1(1Fi+i ((l f J'' �` rfI 1 ,�3't_-� ,l i:l;lil;.!it}' f 1)•lt:,.:c: iilTfi.;'i:'1f� .0 t ..�'±^li .`:.;1:IL' . �� tai).ri'>'>I JG�;tY,I rf 1.1•- TAR { + ;i(1!!7r! �i rjr111'�Jf(a'_fr+ � '> r':'iiZ7aii rzf€ tJ97sCilIC1 ,I 110-Ic 7T bwsf.. S7S£--11-ITai 1 .E v'o W.,..f., 11 I T31I ,t %]:,]1r:Ei �IZi3ajF—mit--Il'�1-1.5�``'i p,s S�y (f1p�€tt(``E� tvt:.E(:ae-tf-{`.i.';14t �J r ltti . 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'•,.:j ,�' ."MA no, I I :�e5j, s-r. 9 I t oir:T� rr�tc��iFt'J t:, 1 ,LQ-i..li r:�`7 i -t•��1 ': y1i`:��:I::.f ;:I t. ,�! ti aaG fc) ;Inibi:r'. r:-r11iiIC.IIJV ;w,'11- '.5:.:`., sJ.IJ ('•::I�t.: .3I: :f!t l.rfii .'.:Fli�t'L: c;t;--,>;,,.rt r�, ztj w !t >tN ._t1--1TAR r' r.l✓i�t�c,t�e'S{ jen ,._d ir3fE -bns ban, z :I: , ' .) i',t.µ.O i L.jJab .S KI is F Ai a bFac + i',c i`t`;O bt7sb t V Ir �! j.t,`,� -,sol(I 3ic! 3e�1 int.�'(1t,ti-�t. .o>/� 1'.rl'�.r►to��r,��e�y�,stzt h�i'Siitmdu2'� 'l�trtm��3 loYtr�+d'� s�,ofiax'I - �:.ta» r�.i J7fG U'!r�i 9't. :9�fi{� ;°:rl:i"'•4Ci!.� �iOS',cS r�s+rr•!:+ :,f�:i3 ts'rU�lgyt. a � Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(CONTUiUED) 5. Test reports on: 1) Air Infiltration Test,per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test, Type "C" sliding door, Grade 10, per FBC 2411.3.2.1, TAS 202-94 and per ASTM F 842-04 along with marked-up drawings and installation diagram of an Aluminum Sliding Glass Door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-11- 3313, dated 10/20/11, signed and scaled by Rafael E. Droz-Seda,P. E. (Submitted under previous NOA No. 12-1204.12) 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, Type "C" sliding door, Grade 10, per FBC 2411.3.2.1, TAS 202-94 and per ASTM F 842-04 along with marked-up drawings and installation diagram of an Aluminum Sliding Glass Door, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL- 3078, dated 01/10/02, signed and sealed by Luis Figueredo, P.E.; FTL-3525 and FTL-3572, dated 09/09/02, both signed and sealed by Joseph C. Chan, P. E.; FTL-3424, dated 04/18/02, FTL-3425, dated 04/29/02, FTL-3426, dated 04/26/02, FTL-3492, dated 06/20/02, FTL-3493, dated 06/24/02 and FTL-3516, dated 07/12/02, all signed and sealed by James G. Worth,P. E. (Submitted under previous NOA No. 02-1126.04) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by manufacture, dated 04/28/15, signed and sealed by Thomas J. Soto, P. E. 2. Glazing complies with ASTM E130044109 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 144916.10 issued to Kuraray America, Inc. for their "Kuraray PVB Glass Interlayer", expiring on 12/11/16. 2. Notice of Acceptance No. 144916.11 issued to Kuraray America, Inc. for their "Kuraray SentryGlas®Interlayer", expiring on 01/14/17. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core"dated 06/19/14,expiring on 12/11/18. Isha4I.Chanda,P.E. Product Control Examiner NOA No. 17-1212.05 Expiration Date: February 13,2023 Approval Date: January 25,2018 E-2 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. MATERIAL CERTIFICATIONS 4. Notice of Acceptance No. 14-0916,10 issued to Kuraray America, Inc. for their "Kuraray PVB Glass Interlayer", expiring on 12/11/16. 5. Notice of Acceptance No. 14-0916,11 issued to Kuraray America Inc. for their � y "Kuraray SentryGlas®Interlayer",expiring on 01/14/17. 6. Notice of Acceptance No. 14-0423,15 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core"dated 06/19/14, expiring on 12/11/18. 7. Notice of Acceptance No. 14-0423,16 issued to Eastman Chemical Company(MA) for their "Saflex HP Clear or Color Glass Interlayers" dated 06/19/14, expiring on 04/14/18. 8. Notice of Acceptance No. 14-0423,17 issued to Eastman Chemical Company(MA)for their"Saflex Clear and Color Glass Interlayers"dated 06/19/14, expiring on 05/21/16. 9. Technical data sheet of flexible vinyl compound FPVC 7267-75 (White) &FPVC 7200- 75 (Black),published by Team Plastics. Inc./Bayshore Vinyl Compounds,Inc. G. STATEMENTS 1. Statement letter of conformance to and complying with FBC 51' Edition (2014), issued by manufacturer, dated 09/02/14, signed and sealed by Thomas J. Sotos,P. E. 2. Statement letters of no financial interest, independence,conformance and complying with FBC-2010, issued by manufacture,dated 12/03/12, signed and sealed by Thomas J. Soto, P. E.(Submitted under previous NDA No. 12-1204.12) 3. Laboratory compliance letters for Test Reports No.'s HETI-I1-3269, dated 05/16/11, HETI-11-3270, dated 05/16/11,HETI-11-3271, dated 10/20/11, HETI-11-3272, dated 10/20/11, HETI-11-3274, dated 10/20/11, HETI-11--3275, dated 10/20/11, HETI-11- 3291, dated 07/15/11, HETI-11-3292, dated 10/20/11, HETI-11 3307, dated 10/03/11, HETI-11-3313, dated 10/20/11,HETI-11-3314, dated 10/20/11, HETI-11-3329, dated 01/16/12, HETI-11-3330, dated 01/16/12, HETI-12-4040, dated 10/12/12, HETI-12- 4041, dated 10/12/12, HETI-12-4051, dated 06/13/12, HETI-12-1052, dated 07/10/12, HETI-12-4053, dated 09/24/12, HETI-12-1054, dated 09/24/12, HETI-12-4064, dated 09/24/12, and HETI-12-4065, dated 09/24/12, all issued by Hurricane Engineering&Testing,Inc., all signed and sealed by Rafael E. Droz-Seda, P. E. (Submitted under previous NOA No. 12-1204.12) Laboratory addendum letter for Test Reports No.'s HETI-11-3269, HETI-11-3270, HETI-11-3271, HETI-11-3272,HETI-11 3274, HETI-11-3275, HETI-11-3291, HETI-11-3292, HETI-11-3307, HETI-11-3313, HETI-11-3314, HETI-11-3329, HETI-11-3330, HETI-12-4040, HETI-12-4041, HETI-12-4051, HETI-12-4052, HETI-12-4053 , HETI-12-4054, HETI-124064 and HETI-12-4065, dated 01/15/13, issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz- Seda, P. E. i IsItaq I.Chanda,P.E. Product Control Examiner NOA No. 17-1212,05 Expiration Date: February 13,2023 Approval Date: January 25,2018 E-3 I 4 i Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 4. Laboratory addendum letter for Test Reports No.'s HETI-11-3269, HETI-11-3270, HETI-11 3271, HETI11-3272,HETI-11-3274, HETI-11-3275, HETI-11-3291, HETI-11-3292, HETI-11-3307, HETI-11-3313, HETI-11-3314, HETI-11 3329, HETI-11-3330, HETI-12--4040, HETI-12-4041, HETI-12-4051, HETI-12-4052, HETI-12-4053 , HETI-12-4054, HETI-12-4064 and HETI-12-4065, dated 01/15/13, issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz- Seda,P. E. (Submitted under previous NOA No. 12-1204.12) 5. Proposal issued by Product Control,dated 03/30/12, signed by Jaime D. Gascon, P. E. 6. (Submitted under previous NOA No. 12-1204.12) 7. Proposal issued by Product Control, dated 03/13/08, signed by Ishaq Chanda, P.E. (Submitted under previous NOA No. 11-0518.03) 8. Laboratory compliance letters issued by Fenestration Testing Laboratory, Inc., for Test Reports No.'s FTL-3078, dated 01/10/02, signed and sealed by Luis Figueredo, P.E. (Submitted under previous NOA No. 02-1126.04) 9. Laboratory compliance letters issued by Fenestration Testing Laboratory, Inc., for Test Reports No.'s FTL-3525 and FTL-3572, dated 09/09/02, both signed and sealed by Joseph C. Chan,P. E. (Submitted under previous NOA No. 02-1126.04) 10. Laboratory compliance letters issued by Fenestration Testing Laboratory, Inc., for Test Reports No.'s FTL-3424, dated 04/18/02, FTL-3425, dated 04/29/02, FTL-3426, dated 04/26/02, FTL-3492, dated 06/20/02, FTL-3493, dated 06/24/02 and FTL-3516, dated 07/12/02, all signed and sealed by James G. Worth,P. E. (Submitted under previous NOA No. 02-1126.04) G. OTHERS 1. Notice of Acceptance No. 12-1204.12, issued to Lawson Industries, Inc. for their Series "SCD-9200 Aluminum Sliding Glass Door - L.M.I.", approved on 01/31/13 and expiring on 02/13/18. 1. New Evidence submitted. A. DRAWINGS 1. Drawing No. L9200-1201 Rev C,titled"Series SGD-9200 Aluminum Sliding Glass Door (LMI)", sheets 01 through 14 of 14, prepared by manufacture, dated 09/25/12 and last revised on NOV 21,2017, signed and sealed by Thomas J. Soto,P. E. Note: This revision consist of editorial changes of FBC 2017 (6a'Edition) code compliance. B. Test 1. None. bhaq 1Chanda,P.E. Product Control Examiner NOA No. 17-1212,05 Expiration Date: February 13,2023 Approval Date: January 25,2018 E-4 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. None D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc.(Former E.I. DuPont DeNemours)for the"Sentry Glass ® clear&white interlayer", expiring on 07/04/18. 2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America., Inc. for their"Trosifol Ultraclear,Clear and Color PVB Glass Interlayers", expiring on 07/08/19. 3. Notice of Acceptance No. 15-1201.11 issued to Eastman Chemical Company(MA) (former Solutia, Inc.) for the"Saflex: Saflex Clear& Color glass interlayer",expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance to FBC 2017(0 Edition)and"No financial interest"dated 11/17/17,prepared by the manufacturer,signed and sealed by Thomas J. Sotos,P.E. G. OTHER 1. This NOA revises & renews#14-0908.02, expiring 02/13/23. Ishaq I.Chanda,P.E. Product Control Examiner NOA No. 17-1212.05 Expiration Date: February 13,2023 Approval Date: January 25,2018 E-5 MiJLTI—SLIDE DOOR ELEVATIONS WITH & WITHOUT POCKETS SERIES: SGD-9200 SEE SEE BELOW SEE BELOW NOTE/S "°T"'-�; IMPACT SLIDING GLASS DOOR o o . r NOtE /q. F 1I�� xo -0rtr'�F a-Ti I T�Y• -01i' qNayF as 7 i �'�, •o '"r,�-0f ;HraN•' Y�`f,s �,Ss�" •o t`I' oID�General Notes: b Qs Z Oo 4fa so ', a 1.) THIS DOOR SYSTEM IS DESIGNED AND TESTED TO COMPLY N/ THE REQUIREMENTS to -0 o- c OF THE FLORIDA BUILDING CODE (2014-5th Edition & 2017 6Lh Edition) S Y O a _ C• a• t i I o a• a- 6• a• INCLUDING THE HIGH VELOCITY HURRICANE ZONE VELOCITY (HVH2) AND �� a' '� •a •a d �,"� -p •4 •� •C P1 ASTM 1300-04. THIS PRODUCT IS IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) a• �r� Itt a• •O �� t a• o-- -a •-0 i 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING z Y d ! V) r T r T RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS z X-LP or RP-X 20/27 - XX or r 40/37 - XXX or aD/2T OF THE FLORIDA BUILDING CODE & TO BE REVIEWED BY BUILDING OFFICIAL. to _ ^I XX-LP or RP-XX or LP-XX-RP LP-XXXX or RP-XXXX or LP-XXXX-RP C7 m o 9.) ANCHORS SHORN ABOVE ARE A3 PER TEST UNITS. ANCHORS ON ALL DOOR m 3 e SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (D.C.) AND AS TABULATED ON SHEETS 2. S. & B of 14. O z E 8 1 D/2T - RP 20/27 20/27 - RP 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE RIGHT POCKET SHOWN RICHT POCKET SHOWN 4D/3T ENGINEERED ON A SITE SPECIFIC BASIS, UNDER A SEPARATE APPROVAL AND TO Ea V i (LETT POCKET OPPOSITE) (LEFT POCXET OPPOSITE) BE REVIEWED BY BUILDING OFFICIAL •o S.) A TOAD DURATION INCREASE IN ALLOWABLE STRESS I9 USED IN DESIGN OF i zo 4 ANCHORS INTO WOOD ONLY. u 6.) DOORS ARE QUALIFIED FOR USE WITH SINGLE GLAZE H . LAMINATED CLASS 7. Fes• vi �../2T �DTYPES TABULATED HEREIN (SEE SHEETS f 2, 5, & B). 3 zSEE O NOTE#5. BELOW 2D/2T - LP/RP 7.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 3. 4. S. 7, 9, 10. O < [q�_ SEE BELOW 6.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL& AND TO BE APPLIED r^UJ o a NOTE /5. N/ SILICONE. �J 11aD/2T - LP/RP 9J WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND f ANCHORED (BY OTHERS). PRIOR TO DOOR INSTALLATION. WOOD BUCKS TO BE .p -0 ANCHORED IN COMPLIANCE WITH THE FLORIDA BUILDING CODE CHAPTER 24.aD/3T - LP 10.) APPROVAL APPLIES TO TAO TRACK AND THREE TRACK DOORS(WITH FIXED cv 'L PANELS. ALL MOVING PANELS. INCLUDING WITH OR WITHOUT LH-RH POCKETSLEST POCKET SHOWN . MULLING DOORS WITH OTHER TYPES OF MIAMI-DADE COUNTY APPROVED (RIGHT POCKET OPPOSITE PRODUCTS LASING A MIAMI-DADS COUNTY APPROVED MULLION IN BETWEEN ARE ! � 3D/3T - XXX or ACCEPTABLE BUT THE LOWER DESIGN PRESSURE FROM THE DOORS OR MULLION _ V) LP-XXXX or RP-XXX NOTES: - APPROVAL WILL APPLY TO THE ENTIRE MULLED SYSTEM. t) REFER TO SHEETS 8 OF 14 12.) FOR METAL ATTACHMENT DETAILS & NOTES SEE SHEETS f 3, 4. 8, 7, B. 10, F FOR GLAZING OPTIONS AND DP CHARTS. 4D 2T - LP & 11 OF 14. 2) REFER TO SHEETS 9, 10& 11 OF 14 LEFT POCKET SHOWN 13.) ALL METAL/STEEL IN CONTACT WITH ALUIUNUM OR OTHER DISSIMILAR MATERIALS FOR TYPICAL CROSS-SECTION DETAILS. (RIGHT POCKET OPPOSITE) TO BE PAINTED OR PLATED AND SHALL MEET THE FLORIDA BUILDING CODE. /3T 3) REFER ry Q 14.) POCKET DOOR CONFIGURATIONS ARE AS SHOWN ON SHEET 6 OF 14, REFER FOR TYPIPI SHEETS 9 OF 14CAL ANCHORS AND NOTES. `m' E o P 4) PANEL STACK CONFIGURATIONS ARE TO SHEET 11 OF 14 FOR ADDITIONAL DETAILS. R S � - REVERSIBLE. 15.) POCKET WAILS ARE NOT PART OF THIS APPROVAL. III It = 5) FOR POCKET WALLS SEE GENERAL 16.) POCKET WALLS SHALL BE UNDER SEPARATE APPROVAL AND To BE REVIEWED H " 3D/3T - LP NOTES f15 & 16. BY THE ENGINEER OF RECORD (EOR). RIGHT POCKET SHOWN ' I (LEFT POCKET OPPOSITE) o N c c m u LAMINATED GLASS s s LARGE MISSILE IMPACT A r 4 f ;g f �� f f A. '% `^" DOORS GLAZED WITH LAMINATED GLASS RATED FOR IE S o rc z -0 4•- .6 0•• -0 LARGE MISSILE IMPACT AND REQUIRE NO SHUT 'e 4f s m j a- 1 ,ktAASS�tiitTltl',F, LL 20/27 - XO 20/27 - OX 30/27 - OXO aD�T _ XXO �7 11K�1�t 9h" �- Y cc:j I 11 2 DOOR 3 & 4 DOOR A-Vms•I41 -1 ypr 11. u;•'i '• _ j NOTES: 1>MI 1) REFER TO SHEETS 2 OF 14 FOR 1) REFER TO SHEETS 5 OF 14 FOR S FOR GLAZING OPTIONS AND DP CHARTS. GLAZING OPTIONS AND OP CHARTS. I.J. 2) REFER TO SHEETS 3 & 4 OF 14 2) REFER TO SHEETS 6& 7 OF 14 had- 14 IQQ LL FOR TYPICAL CROSS-SECTION DETAILS. FOR TYPICAL CROSS-SECTION DETAILS. ,,0F'IiUg1••AP A44 .4 j 3) REFER TO SHEETS 3 OF 14 3) REFER TO SHEETS 6 OF 14 FOR TYPICAL ANCHORS AND NOTES. FOR TYPICAL ANCHORS AND NOTES. DESIGN LOAD CAPACITY - PSF (STD. 2 1/4" SILL) 98 3/8' MAX. DOOR WIDTH y NOMINAL DOOR SIZES GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' GLASS TYPE V _ WIDTH HEIGHT FT/IN. FT./IN. EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) WT. (-) 13 1/4' MAX CLUSTER OF c S/O SPACING^L1ITAT ON. TYP, HORS AT SOLEC ENDS , 6/8 56.7 95.0 56.7 65.0 56.7 85.0 56.7 75.0 An hon; of to erc440 HEAD SILL n t1 h s (NO STEEL) 10 t/2'O.C. of Doors / 6' n n In DS smoller than 60'in wi th. ff /6�� HEAD/SILL y<m 3 O o (N06STEEL) 6/8 56.7 95.0 56.7 65.0 56.7 85.0 56.7 75.0 ( I''( CORNERS o o o O S 11 j 8/0 6/8 56.7 85.0 56.7 70.0 56.7 78.8 56.7 68.8 e (WITH STEEL) ? _ �1 8/0 8/0 56.7 65.0 56.7 65.0 X X X X o o. � O z = O V (WITH STEEL) 7/16' LAM. GLASS 't N Z DESIGN LOAD CAPACITY - PSF (WITH 3" SILL RISER) C �� O �� t o N NOMINAL DOOR SIZES GLASS TYPE 'A' GLASS TYPE 'Ii' GLASS TYPE 'C' GLASS TYPE 'D' m A WIDTH HEIGHT = x = �� �/ •�) Q Z FT./IN, FT./IN. EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. 5/0 N = � _ o- � _ Ow -4 z m (NO STEEL) 6/8 76.7 95.0 65.0 65.0 76.7 85.0 75.0 75.0 0, J \J J p M1 Z (NO65EEL) 6/8 76.7 95.0 65.0 65.0 76.7 85.0 75.0 75.0 rn O m a 0 VV 11 � d o (WITH Si EEL) 6/8 76.7 85.0 70.0 70.0 76.7 78.8 68.8 68.8 EL REINFORCING O > a/O As RE00. e In as O SEE CHART AT LEFT (WITH STEEL) 8/0 65.0 65.0 65.0 65.0 X X X X I w 2 A � B CO a X O mss: IL 1) REFER TO SHEETS 3 k 4 OF 14 / N o ! FOR TYPICAL CROSS-SECTION DETAILS. 44 3/4" MAX. -0 Q. 2) REFER TO SHEETS 3 OF 14 D.L. OPG. Z Z FOR TYPICAL ANCHORS AND NOTES. O0 50' MAX. _ " a 50" MAX. PANEL WIDTH Max. D.L.o.: LAMINATED G[ASS PANEL wlorH R 6/0 x 6/8 = 32-3/4" x 74-3/4" LARGE MISSILE IMPACT 2 DOOR - TWO TRACK ^ s XO OX 8/0 X 6/8 = 44-3/4" X 74-3/4- X0" TYPICAL ELEVATION APPROVED CONFIGURATIONS 8/0 X 8/0 = 44-3/4" X 90-3/4" DOORS GLAZED WITH LAMINATED GLASS RATED FOR TESTED UNIT = a (FOR PANEL STACK CONFIGURATIONS SEE SHEET i.) URGE MISSILE IMPACT MLD REQUIRE NO SHUTTERS. S 61 i g o z Z --BULB VINYL 17 -BULB VINYL 17 -BULB VINYL 17 --BULB VINYL 17 g 6 j 3/16'HEAT STREN'D GLASS - 3/16'HfA7 STREN'D GLASS -3/Ifi'HEAT STREWD GLASS 3/16"MEAT STREN'0 GLASS j Q 7 E I .090 INTERLAYER .090 PVD INTERLAYER - 090 SAFLEX HIP .090 PVB SAFL.EX 3i ¢ L Y� a SentryGli-by: d Trositol P R by: 0: -CMor or Color Gloss Inteaoyer a Gear or Calor GIole Interlayer 1 41 e m ti 3 : W Kworcy Americo.Inc. w Kuraray America• Inc. w6y, Eastman Chemical Co. w by: Eastman Chemical Co. m 3/16-HEAT STREWD(LASS m 3/16`HEAT STREWD GLASS _ -3/16-HEAT STREWD GLASS W .3/16'HEAT STREN'D CLASS ,S4N1Tppptlprr S"'DVE to SILICONE Z N I i SILICONE Z In \\\, 4ki� r,,, v salcoNE �\ ..........3 i r SCHNEE-MOREHEAO 5731 N 1 SCHNEE-40REHFAO 5731 to SCHNEE-MOREHEAO 5731 - SCHNEE-MOREHEAD 5731 � �:•'• •,/prry, s DOW CORNING 899 S DOW CORNING 899 S '-OOW CORNING 899 75 - L- 00 p0 DOW CORNING 899 Ae l \U TREMCO SPECTRUM 2 \U TREMCO SPECTRUM 2 \U TREMCO SPECTRUM 2 \U 7REMC0 SPECTRUM 2 /�OODCf YYtTl S (�j�dNV IA A LL b`•, • 1 V) 1 '^ '^ r a4�b'M[MMM LYt t1Yli1 r G) aO V• I f �' 40 I I I 40 �MHe4e m Y N '')•• Awp.perN. -ZIY•pf y 1 ErYMiwak �c 'SSI 0. GLASS TYPE 'A' GLASS TYPE '9' GLASS TYPE 'CGLASS TYPE 'D' rrrrr,=,•.1 GLAZING DETAILS a y TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING TYPICAL ANCHORS IN PARS METAL SEE ELEV. FOR SPACING TYPICAL ANCHORS IN PAIRS STRUCTURE i I M'nSEE ELEV. FOR SPACING ..- j 10Y dge ISt. c i ttt I .� . 4 - - WODO BUCK a m v I (rKem.) 9/16 2' MM. .4 a ) y. Z �- MINe TYP. 1 3/4. d V)(MW.EMBED. •a 4. . 4\ u may,. \ G o C) py u o Z i W o y y 1 )( YLTAI.QI'NI C'171oC A1TA-HY.NT DETAI C - z Qj Q ►1 11�L STEEL IN CONTACT WITH m Z o_ 2 C7 F p O 15 DO A 16 c 1" Min. 3/4" Min, ALUM.TO DE PANTED OR PLATED. TYPICAL ANCHORS IN PAIRS dge ISt. 2.META-STRUCTURES: Edge Dist. Typ.) A)STEEL Fy.36 KSI MIN. y O { E ELEV. FOR SPACING TYPICAL ANCHORS IN PARS (STEEL 12 GA. MIN.THICK=DADS') r'l Z Ml O SEE ELEV. FOR SPAcs 8)ALUMINUM : 6063-T5 MIN. Q '; cq { (ALUM.OA78'MIN.THICK) I I, < E TES FOR SPACINW t0 28Y Wood Sob.b.b o. Dp0 EE 1 1 Woos tm../(Sc) MIAMI-DADE COUNTY 4 II C. .EEMBED.) sP.NRo - .s3 x.. (ryp.) s�scPnaAic"Ha N b 1777 I III I 7Jt6'-LANINATED GLASS < Q I III III�II 2a a vxi C ! D I� NOTES: 1) REFER TO SHEET 2 OF 14 3 4' Min. N FOR GLAZING OPTIONS AND DP CHARTS. Edg! ist. J 'a 0) - ',II 2) REFER TO SHEET 4 OF 14 FOR HORIZONTAL CROSS-SECTION DETAILS. A j a0 0 i IIF I P 3) REFER TO SHEET 2 OF 14 WOOD BUCKS AND METAL STRUCTURES NOT BY LAWSON URD. _ LU Yi FOR MAX. ANCHOR SPACINGS. MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM ANOC/] x TRANSFER THEM TO THE BUILDING STRUCTURE. 6-41 X TYPICAL ANCHORS: SEE ELEV. AT SHEET 8 FOR SPACING �I g a I II Y ANCHOR TYPE CHART IN CONC. or MASONRY Min. 8 o C I; I� Ld ANCHOR OPTIONS HEMI-30U,JAMB Emb.dm.n Edg.Dim.Concrete g In �. I. KO ELCO ULTRACON 1/4' 1/4• 1 3/4" 1` 2.65 K.. - a = d 4 W BU IDE% /{ - 3I4 { N 3.2 K.i IflODUE r a FVLSBa 3 � �N BUILOEx - 3/16• 1 3/A" 3' 3.2 K41 e � { 1 1 J ZW ANCHOR TYPE CHART IN 2X WOOD BUCK thin. Ina "4Yi e 1 1/16"or 1/8" on t/1 in cxOR OPTIONS HEAD-BILI,JAMB Embedmen Edg. DE% DbE 2:wood �a�ir4.u{ar'e SILL RO ` 14 COVTRCON 1/4 t/4 1 1/4• 1• .51 SC W WITH SILICONE LADHERED z z u ` 1/4' 1/4• 1 1/4' 1' 1.55 Sc 1 iUll LENGTH OF UNITry S.Y.S.(Into 2%) I/2 I12 1 1/1' 1' .55 Sc -ProYd = V a H o 11 4' 0 ILLFLEX SELF DRI IN U`REIFc _ INTO METAL STRUCTURES ® 21 2 STEEL : 12 GA MIN. F < (y a 36 K51 MIN.) ALUMINUM : 1/8'THK. MIN. (6063-TS MIN.) 1B (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED DR PAINTED) 'M`�LIILLI IiIIFy , I 14 2 a112 sus �1 �4 41.............r, x n to INTO APPROVED MULLIONS (NO SHIM SPACE) „yn ����1L,d.�•�� �d,S'i� 4 - N W TYPI-AI DCF DISTANCE Faa`a' 02 (1/4') INTO CONCRETE AND MASONRY = 1" MIN. (ELCO ULTRACON) WZ� ' W Jig _ (1/4`) INTO CONCRETE AND MASONRY = 4' MIN. (ITW BUILDEX) d. 1 3/4' •4" • '� 14 •• (3/16") INTO CONCRETE AND MASONRY = 3" MIN. (ITW BUILDEX) (Mw.EMBED.) 39 ?� MH'�r •1/{' TAPCON—APPROVED EQUAL BY EOR INTO W000 STRUCTURE = I' MIN. P. V/t 374•MIN EMBED. INTO 72 KSI Conc.t2 6' INTO METAL STRUCTURE • 3/4" MIN. FROM CORNERS L SEE ELEVATION AT SHEET SPAM=. 2 OF 14 FOR MAX. SPACING. Hon-S.1 Mi Non-Wtotlic FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL sJAJlJTl LL►,,L� CFWI d Minimum 5 Kai TTI-ANCHORS PARS tolls lI SELEV. FOR SPACwG SEALED WITH WHITE/ALUMINUM COLORED SEALANT. 4 1 I 1 IYPKiLL ANCHORS IN PARS � SEE ELEV.FOR SPACING 43 ^ TYPICAL ANCHORS M PAIRS lD C �..i Z SEE ELEV.FOR SPACING n w h 4! - a Nom � o s MAX. 1/4'• MAX- 1/4" o—0 4 Q ° e y• SHIM SHIM V) 'l i u 4l U] o C i METAL STRUCTURE ATTACHMENT DETAIL a. ! a A NOTE: Z p Z z 1. ALL STEEL IN CONTACT WITH z O ALUM. TO BE PAINTED OR PLATED. Z A c rn _SEE 2. METAL STRUCTURES: METAL A) STEEL : Fy = 38 KSI YIN. J UI STRUCTURE (STEEL 12 GA. YIN. THICK 0.103'] q B) ALUMINUM 6063-T5 MIN. (ALUM. 0.078" MIN. THICK) a • a N j O x° �/. o (WN.FLOM.) NOTES: 1) REFER TO SHEET 2 OF 14cli FOR GLAZING OPTIONS AND DP CHARTS. 2) REFER TO SHEET 3 OF 14 J I TYPICAL ANCHORS IN PAIRS FOR VERTICAL CROSS-SECTION DETAILS. SEE ELEV.FOR SPACING 3) REFER TO SHEET 3 OF 14 i C7 F w PANEL WIDTH a) ROR rrPJCAL ANCHORS RER TO SHEET 2 Of AND NOTES. v /4" MAX. © O FOR MAX. ANCHOR SPACINGS. C m SHIM 6 1/4" SHIM TYPICAL ANCHORS IN PMRS � SEE ELEV.FOR SPACING MAX. O.L. OPG. I INi II 6 3 �CL _ 174 O O a2 iR 2BY OR BUCK _ _ 16 6 4 o Z Z • o • w OR w00D TORE I • i» n' ¢ 17 10 ,el41><FTICtlFEA 6 s wompbt VAAoY � ifi MwI�PU'VfwM Y0iU1Mc \44 ... fir I I/.• J —-- - - - SCREENS OPTL.—. _..__ ae�l'M 17-1212.0 �,Q •'• t' AY.r d S v In LL (MIN,OABED.) D.L. OPG. L� �2 N �O NOT RE00.ON 25 I]/.- ., 6/0%ART ON ES SHEET 2 OF tN PANEL WIDTH (MN.EMBEO.) CNS W S SEE CHART 'r •;) ��O 1BY PT. EXTERIOR WOOD BUCK 2D/2T — XO (Shown) DOOR WIDTHz 2D/2T — OX (Reversed) ,,4j��asa.•.•'t'pP` <� a 0 196 1/4" MAX. _ 13" MAX. TYP. DOOR WIDTH CLUSTER OF y AT HEAD/SILL 4 ANCHORS 6" MAX. TYP, a AT STILE ENDS 10 AZ 1HEAD/SILL CORNERS m c a mom o C3 a II II ;oma x't3 OXXO II p 7/16.OVERALL IAM. GLASS p ='ZO \ y 40 i a Z y N S,. it aLn a Ca I N = a x ;t 0 C2 p p �a V Ca o 1 \of _j e z OXO rnoma rn0 p p I L` Sa S ` z I APPROVED CONFIGURATIONS z (FOR PANEL STACK CONFIGURATIONS SEE SHEET 1.) p p c N 1 - do p B3 < STEEL-E WING O < BULB VINYLp AS REDD. p 17 +k� 3/16•HEAT STREWO GLASS B2 p < � m ! { 090 wB INTERLAYER O X X O �I] a 1 £ 1 n Trorirol sy: `l� 2 C� ti Kuroroy Americo Inc. N A � tl, 3/16"HEAT STREN'D GLASS R7. i m 44 3/4" MAX. NOTES. a w Ln SCONE MOREHEAD 5731 50• MAX. D.L. OPG. 1) REFER TO SHEETS 6 fie 7 OF 14 c DOW CORNING a99 PANEL WIDTHFOR TYPICAL CROSS-SECTION DETAILS. x 00 o 1 \ TREMCO SPECTRUM 2 50" MAX. 2) REFER TO SHEETS 6 OF 14 N [ PANEL WIDTH FOR TYPICAL ANCHORS AND NOTES. m = o- I.I: 40 �a N _ R � 4 $ate 4 DOOR - TWO TRACK (p - "OXXO" TYPICAL ELEVATION LAMINATED GLASS C"l TESTED UNIT LARGE MISSILE IMPACT g i ( _ o GLASS TYPE 'B' DOORS GLAZED WITH LAMINATED CLASS RATED FOR n ' o < e DESIGN LOAD CAPACITY - PSF LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. p o oai �i M E GLASS TYPES 'A' OR 'B' g o 7e z euLe vNvl 17 PANEL WIDTH DOOR HEIGHT STANDARD SILL 2-1/4" RISER 3" RISER s 3/16'HEAT STREWD CLASS NOMINAL .090 INTERLAYER Fr,/IN. FT./IN. EXT. (+) INT, (-) EXT. (+) INT. (-) EXT. (+) INT. (-) l7gMIC1'Ytq� rc B e rc rc ; I7 SentryGlew eY• tM Yp,11y 1dILM11q d 41 a m u F Kuroroy Ame co Inc. 2/6 40.7 60.0 55.7 60.0 60.0 60.0 pae� Af Z m 3/16"HEAT STREN'0 CLASS 3/0 40.7 60.0 56.7 60.0 60.0 60.0 A. � U �NNORE ING eEAO 5731 4/0 99 6/8 40.7 60.0 56.7 60.0 60.0 60.0 �� \ TRENCO SPECTRUM 2 / 40.7 60.0 56.7 60.0 60.0 60.0 �� •<< Pim I'I 40 4/6 40.7 60.0 56.7 60.0 60.0 60.0 m. G�^: N IL O u N 4/11 .14 40.7 60.0 56.7 60.0 60.0 60.0 ;, In W PANEL MAX. D.L.O.: i 0 2/6 40.7 60,0 56.7 _60.0 60.0 60.0 3/0 X 6/8 = 32-3/4" X 74-3/4" �� 3/0 8/0 40.7 60.0 56.7 60.0 60.0 60.0 4/0 X 6/8 = 44-3/4" X 74-3/4" i ; GLASS TYPE 'A' 3/6 40.7 60.0 56.7 60.0 60.0 60.0 4/11 X 6/8 =55-3/4" X 74-3/4' °P GLAZING DETAILS 4/0 ____r60.0 56.7 60.0 60.0 60.0 3/0 X B/0 = 32-3/4' X 90-3/4" ,'7rf<<'rlcli °° Q 4/0 X 8/0 = 44-3/4" X 90-3/4' TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING TYPICAL ANCHORS IN PAIRS TYPICAL ANCHORS IN PAIRS METAL I" Min )SEEELEV. FOR SPACING SEE ELEV. FOR SPACING STRUCTUREy a.i Y leY dge Is.77 WOOD BUCK°• d 9/16" 2" MIN.. ° :Y4 _ = r y X L13/•' w -� N E M)A4 ..TYP:' (MIN.EMBED.) 'u c� a naN wva+ Ina" 3 O as - � YETI STR 1Cn IP!ATTACHMENT DETAILS Z Z II.ALL STEEL IN CONTACT WITH a= x 1B t5 a N 3 4" Min. ALUM.TO BE PAINTED OR PLATED. ! O 2,META.STRUCTURES: 2 I" Min. TYPICAL ANCHORS IN PAIRS Edge DISI. A)STEEL:Fy 36 KS MM. j Edge Dist. Typ.) E ELEV. FOR SPACING TYPICAL ANCHORS IN PARS (STEEL 12 GIL AIN. TICK . 0.1057 j Z Z O I SEE ELEV.17X2 SPACING B)ALUMINUM 6063-T5 MHN. 3 (ALUM. 0.023'MIN. THICK) ? 3 a to I IR �I 29Y Wood Dull S wstrots a 1 1� wood St­Lure /(50) V 1/4, MNMI-DADE COUNTY (Y 1.1/4- .) Sp.ciFic c tr 45 m n,(TYP•) � APP 'D MULLION �II jl i SEE SEPARATE NQl ` z ri W 7/l6•-LAMINATED GLASS IPIS iI In 3 4"IMin.NOTES: 1) REFER TO SHEET 5 OF 14 Edga ist. FFF cq FOR GLAZING OPTIONS AND DP CHARTS. j I O aa FOR HORIZONTAL= 2) REFER RI SHEET ZONTAL 7 OF 14 = WOOD BUCKS AND METAL STRUCTURES NOT BY LAWSON IND. 0 a t7 I I- 'I TAL CROSS-SECTION DETAILS. OO " 3) REFER TO SHEET S OF 14 MUST SUPPORT LOADS IMPOSED BY G1A71NG SYSTEM AND (A ANSPACINGS. ANCHOR TRANSFER THEY TO THE BURDING STRUCTURE. of O w H Z TYPICAL ANCHORS: SEE ELEV. AT SHEET 8 FOR SPACING 1 a -c v 8 0 . t] a Ip 'Id II a ANCHOR TYPE CHART (N CONC. or 1(ASONRY min. N< ANCHOR OPTIONS HEAD-SHL JAMB EmDedman Edge Dit.Cancmte n NN K cr O ELCO ULTRACON 1/4' t/4" 13/4' I" 2.85 K, P I..E I F J I� BUILDEX 1/4' - 1 3/4' 4" 3.2 KSI n B N r 13UILDEX - 3/433.2 Ksi 3/16' 1 ' ' !'R(1DUCFREVT6L8 " $ o s s ` �IA N NANCHOR TYPE CHART IN 2X W000 BUCK min. a4lrpyyi„NNy,� 1 I1/16"or 1/8' V6SiYr1%Dad. I a 2 E I, 1 SILL RISER <w CNOR OPTIONS HEAD-3(LL fAYe Bmbedmen Edge DIsL woadIAAtt N°( '12(Z• `V u 7 I I ADHERED WITH �In W ELCO ULTRACON 1/4' 1/4' 1 1/4" 1' .55 SG L4Wr�••Dsh i a CLEAR SILICONE N s 3 8 Z z 10 -� FULL LENGTH BUILDE% 1/4' 1/t' 1 1/4' 1' .55 9G S g E J I (; OF UNIT SILL 'I I I I S.M.S.(Into 2X) /12 #12 1 1/4' 1' .55 SG D A j r Ai SCREWS 1/4' DRI 1 FT F cc i DRI 1 SC $ a { I Nil X rc j INTO METAL STRUCTURES < a sa m d [ 22 I STEEL : 12 GA. MIN. (Fy - 36 KSI MIN.) ALUMINUM : 1/8"THK. MIN. (60§3-TS MIN.) ��d4111f101//I/, t4 19 2 aN= 1 I (STEEL Es s CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) `,46�`•......... AZ i '► nOEn INTO APPROVED MULLIONS (NO SHIM SPACE) n� .�0 •- A^y W TYP .F DISTANCE �'sa g q��3r ��:'I A Nzn 6Y TIT „a (1/4') INTO CONCRETE AND MASONRY = 1”MIN. (ELCO ULTRACON) mmn " MI Z3 1 WEEP NOTCH (1/4') INTO CONCRETE AND MASONRY a 4' MIN. (RTW BUILOEX) • •20 • AT FAGN END (3/167 ( ` (Y .4+ 2".MIN 4 y INTO WOOD T STRUCTURES AND MIN. MASONRY }" MIN. RTW BUILDE%) ? � •a' • 1�4• TAPCON w APPROVED EQUAL BY EDR TYPIIN.ANCHORS 'DIP. V/ 1 3/{•MN.ENBE0.INTO 3.P KSI Cant.B 6. 2 PER CLIP INTO METAL STRUCTURE - 3/4"MIN. �o +•""� 1 FR13N CORNERS{ SEE ELEVATION AT SHEET S OF 14 FOR Gout MAX.SPACING. SRAI ' c 5111471`~0 :]W Non-Shrink,Non-Metallic TYPICAL ANCHORS IN PAIRS FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL Fa Gt.H MinirtKKn 5 Ki SEE ELEV. FOR SPAONG SEALED WITH WHITE/ALUMINUM COLORED SEALANT. UCK Z 20R WOOD CK X - OD STRUCTURE N z I WOOD 5 URE ♦ u v i v v v v 4 2 nO IATAaM 3:0 M IDI Om Ort A nAT Am A� D�y��A Clp in w "CIAO=1n0 so I w mVZ�f-1/191�ZN F � Clm Dmr2 Am �.: 0 r �o R-0O NO ZO C) IGS N OP0A tied II N O N Z O Z O 0 w m A O P in W w it 0 0 0 •yt� A ^7 nl li I 0 i D y Z x Q 0 m tj0 \ O m O ;, �I�I o ►� � o w , 11 A t9 n97 -- -- C o 7 O O X w o o p 0 z r II Li m m 1- 0 p t I I O f c O I o o I;II U III i V I�Ji w I I'I I I 4 P r LA ' 2 w --P a o Wil o r tx P.r. 1- I �D x 7 9/16 MIN. TMP. c 4 A t � S THOMASJ. 80709 - - IX P.T. PROP888IONAL 8N0Di68R n T N 222555 -` 11 PL LIC. /5U25 1I- c qt NO 55225 P A.R mile NDA -Slide do A 12-al/or LA W S ®N * •• d:: k to induce MK-Slide door nNe. or 8501 N.W. 90 ST. r/o pockets one to i r c 2010 FOC MEDLEY, FLORIDA 33166 N C. PH No. (305) 696-8660 ' S TE OF B. Ravieed to co 2014 FK p �..* C. Rerlaee ts eo 2017 FOC MANUFACTURER OF QUALITY ALUMINUM WINDOWS AND GLASS DOORS �;s�q' F1%R; `� 1M1 ne` N. eRAzo /ze/t> SGD-9200 ALUMINUM SLIDING GLASS DOOR (L.M.I.) N. ERAZO a.1.x�11/01/I7 THREE DOOR AND FOUR DOOR HORIZONTAL CROSS SECTIONS k NOTES DATE:.. ---------- x.....,t...r C a.1.: n.a.1 M/r..nw�..., e...•:.e♦m..k..: .ore A.N,{w e: L9200-1201 0r 14 189 3/4 TEST DOOR WIDTH W/ SINGLE POCKET 1 F i & NON-POCKET MAX. WIDTH 191 1/4" a m 13 1/4" MAX. TYP, i USTER OF jF( LL �.: d; AT HEAD/SILL AT STILE ENDS -, SEE NOTE R3 e O " i 6" MAX. TYP, POCKET WALL F -0 (L7 A3 6' HEAD/SILL CORNERS NP m .. a 1 m ( ) I M m y S IJ El POCKET WALL tl 0 tl i C C) G o 1 I SEE NOTE/3. I ! I f a p ut A A n r T X-RP or LP-x (rra) Y I ! I I w 3i 1n co l O F Ii u ! ✓'i! Y i �-a° X z C3 / D II / U �/ E I a c' I -v o- a = a w_ rn o a. p ry an w a II II II ' Zr r3 °-( S an ao a I D Z r T XX or XX-RP or LP-XX Or RP-XX-LP a �� n¢ I I 3 j/ () !, ,�,•, J r-- --i rn n a II U F i I I F2 1 Y i Ln D Z w v y; :; Y f x I U 1 (if 0 ur .�' ��a £-yD a II7/16.OVERALL I Q oLNOC INC AS REOO. III J =J a 4 L f POCKET WALL .I I JO 4 pl 1 0:1 SEE NOTE NJ. r (rw.) X B3 IU I I XXX or RP-XXX o. LP-XXX - tl X r-- -i7L I I --- tI ? C7 a . i Fa. 1 Y o 43 1/2" MAX. d ' ° �f. X f 48 3/4" MAX. 49 1 8" MAX. 1) REFER TO SHEETS 9. 10 & 71 OF 74 a „f r�� o D.L. OPG. / FOR TYPICAL CROSS-SECTION DETAILS. PANEL WIDTH - PANEL WIDTH 2) REFER TO SHEETS 9 OF 14 c 3 N �•" o- �' a• i FOR TYPICAL ANCHORS AND NOTES. " `o a= a• a• a• , o 4 DOOR - THREE TRACK 3) FOR POCKET WAILS SEE GENERAL NOTES o " o) PANEL MAX. D.L.O.: /t5 & 16 AT SHEET t OF 14. 1 Zf "XXXX" TYPICAL ELEVATION a• a' o 0 3/0 X 6/8 = 31-1/2" X 74-1/4" - a r n 4/0 X 6/8 = 43-1/2" X 74-1/4" TESTED UNIT 4f a XXXX or RP-XXXX or LP-XXXX or RP-XXXX-LPA, j 3/0 X 8/0 = 31-1/2- X 90-1/4" DOORS GLAZED WITH LAMINATED GLASS RATED FOR n e APPROVED CONFIGURATIONSLARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. o 0 WITH & WITHOUT POCKETS 4/0 X 8/D = 43-1/2" X 90-1/4" S (FOR PANEL STACK CONFIGURATIONS SEE SHEET 1.) DP CAPACITY- PSF(2 1/4" SILL) DP CAPACITY - PSP(3" Slit) LAMINATED GLASS '- o E w € NOMINAL DOOR SIZES GLASS TYPE 'A' CLAS3 TYPE 'B' Gf.ASS TYPE 'A' GLASS TYPE 'B' LARGE MISSILE IMPACT Z ' g z z t BULB VIN t7 BULB VINYL t7 WIDTH HEIGHT - L v n 3/16-HEAT STREN'D CLASS .090 PVH Interlayer 3/16'NEAT STREN'D GLASS FT./IN. FT./IN. EXT. (+) INT. (-) EXT. (+) NIT. (-) EXT. (+) INT. (-)�EXT. (+) INT, (-) 4 Soflex CP-$ollex& Saikx HP .090 PtfB INTERLAYER 8/0 (2DR) / 19 2 o rc s 6y: Eoelmon Chemical Co. Trostfol PV8 or (W/ 1 STEEL) 8/0 56.7 68.0 56.7 66.0 68.0 68.0 68.0 68.0 a U I r W i osRa Pve by, 0.w (•) SentryGloas 6y: t �• F r- Kwaroy America Inc. 8/0 (2DR) 1 Kuroray Americo Inc. M m 8/0 56.7 68.0 56.7 68.0 68.0 68.0 68.0 68.0 FROWCVRENIM t ? 3/16•HEAT STREN'D CLASS ? 3/16"HEAT STREN'D GLASS (W/2 STEEL) t2 0 (') (') �i9Cea.WNA YeRtltlllle 4t 'U3>�,, SILICONE SILICONE / (30R) 1?�12t2•D ♦ 1 pp g DOW CORNING 699 W g DOW CORNING 899 yT t 8/0 56.7 68.0 56.7 68.0 - - 66.0 68.0 A1teNe + ��,3,••'"' =Mtn'a 1 u �m ( / STEEL) [7rt4YYee Date m Z ae�0.• i-t i� I n n t 2/0(3DR) 8/0 56.7 68.0 56.7 68.0 68.0 68.0 68.0 68.0 I °°N o LL �,,T a I( 4o 11 ao a w 15 C•`� a o C,l I'I (W/ 2 STEEL) .) Wh 16/0(4DR) C7'z r 4 i I 8/0 53.3 60.0 53.3 60.0 60A 60.0 60.0 60.0 ° v I �F11� FW 1 (W/ t STEEL) YE�p�i ' + ` 16/0 (4DR) 0 0 66 0 68 0 68 8/0 53.3 68.0 53.3 68. . . . 68.0 ~°G a Asy�f GLASS TYPE 'A' GLASS TYPE 'B' (W/2 STEEL) a ✓jos ""gqO��� GLA INQ DETAIL; (•) 2dr/3dF DOORS MEET +76.7 & -78.0 DP w/ "Dupont 0.090' SCP Laminate , i 1 1" Min. 1/4' TAPCON ar APPROVED EQUAL BY CUR TYPICAL ANCHORS IN PAIRS METAL V/ 1 3/4'MIN EMBED.INTO 3.2 KW Cw TYPICAL ANCHORS IN PAIRS STRUCTURE Edge Dist. SEE ELEV. FOR SPACING ^ 2 6' FROM CORNERS L SEE ELEVATION AT SEE ELEV. FOR SPACING _ SHEET B OF 14 FOR MAX. SPACING. t 3/4 4d' 1 J/4• • - e• - p ' N m v (YIN.EMBED.) J' • (MN.EMBED.) . _ d< :G d� int ole _� M . - .. • wwas I~jI C b 3 C) U a. L5 0 La 1/4 MAX. GAP z a= d �+ O ++ .000 BUCK W= YET I. PT91 L'ITili.ATTA Y.N'F DETAILS 18 18 TYPICAL ANCHORS IN PAIRS NOTE: 0 Z 1 Ole( SEE ELEV. FOR SPACING 1.ALL STEEL IN CONTACT WITH 15 2BY Wood Buck Substrata ALUM, TO BE PAINTED OR PLATED. Z A U 0 II O CLEAR SILICONE 2. METAL STRUCTURES: �. BEDDING COMPOUND Wood Structwe w/(SG) TYPICAL ANCHORS IN PAIRS A)STEEL Fy 76 KSI WN. a. q ,W.1 ` Spec;rm G—ity. .55 min. SEE ELEV. FOR SPACING A3 f0 I 3J (STEEL 12 CA. MMT. THICK- 0.1057 I. (TYO') 8)ALUMINUM 6053-TS MBI. `7 17 I 4 (ALUM.0.078"MIN.THICK) U U IAM[-BADE COUNTY (MIN.EMBED.) APPR'D MULLION t z C j SEE SEPARATE NOA ® a + U L_ a rHe,enwe II I I I I 7/Z9-LAMINA TED GLASS Hats1 lntbwsa p a � i q g o Y w III I w1nJblcr�vsm a o ) ., u I t Rsarl10, wftMe v CV E- NOTES: 1) REFER TO SHEET B OF 14 I I L I N ASN.1 -i2 2 oj�1'I FOR GLAZING OPTIONS AND DP CIigR7S. V O I 2) REFER TO SHEETS 10 k 11 OF 14 WOOS BUCKS AND METAL STRUCTURES NOT BY LAWSON IND. J (S a. FOR HORIZONTAL CROSS-SECTION DETAILS. MUST SUPPORT _CADS IMPOSED BY GLAZING SYSTEM AND / U) _ E 3) REFER TO SHEET 8 OF 14 wy `f"l 3 TRANSFER THEM TO THE BUILDING STRUCTURE f P i W FOR MAX. ANCHOR SPACINGS. 6 a � TYPICAL ANCHORS' SEE ELEV. AT SHEET B FOR SPACING u y a II I I I I N N V ANCHOR TYPE CHART IN CONC. or MASONRY min. O 3 1 Q: I W d ANCHOR OPTIONS HEAD-SRL JAMB Bmbeemen BdEe Dfel ConenG n 13 I y` n $ \ ¢a I I I I II N 0) �V ELCO ULTRACON 1/4' 1/4' 1 3/4' 1" 2.85 Ksi - tr BUILDEX 1/4" - 1 3/4" a' 3.2 ftN n a I I I W J BUILDEX - /16" 1 3/4" 3" J.2 K51 o Eo \ S I I I I I II w N ANCHOR TYPE CHART IN 2X WOOD BUCK min. c ti S w E 1/8" SILL RISER '„1 ANCHOR OPT10N8 HEAD-SILL JAMB Embedmen Edge D1eL 2r Wood ry o ELCO UL4' 1/4 S CE1 I/4 FULL LENGTH BUILDEX /4" /4' 1/4'' i• Of WITH ADHERED UNIT SILL UX72iI/ 7' rctt _3o $aQ t. . . no ) 4 1/4" DRI IF FX SIF DRILLING S R WS = V I E { 1B III I I INTO METAL STRUCTURES S .z A m b 12 I OO I STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) I 5 30 I' I1 ALUMINUM : 1/8"THK. MIN. (6063-T5 MIN.) �,,:tg3'L461`yrrtty' + 21 1t8 I I I (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) Ottryf�,<•••'"°•.��,.w�e�,'fdara I PERIME7E I I. I I INT31p APPROVED MULLIONS (NO SHIM SPACE) a� .^'C ,/((, ;q u. E� 0 1 I CAULKING e a TYPICAL EDGF DISTANCE (1/4') INTO CONCRETE AND MASONRY = 1"MIN. (ELCO ULTRACON) °1 - ' i a 14 (1/4') INTO CONCRETE AND MASONRY = 4"MIN. (ITW BUILDEX) a "Z .e //'a d 2+` - - 20. .._.� , (3/16") INTO CONCRETE AND MASONRY = 3"MIN. (ITW BUILDEX) (MIN JEuBEa) n •1/Y 7APLON or APPROVER EQUAL Byi Co _ TYPICAL ANCHORS INTO WOOD STRUCTURE = I" WIN. eyaC��'•• •, ., •J9 4 n FROM CORNERS BE SEED DELEVA ELEINTO 3,2 VATION SHEEOR—ET 6• 2 PER CLIP (SEALANTS NTO METALSTRUCTURE = J/4" MIN. g LLL`sa, �I 8 OF 14 FOR MAX. SPACING. JO (iib TYPICAL ANCHORS IN PAIRS FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL yQ SEE ELEV. FOR SPACING SEALED WITH WHITE/ALUMINUM COLORED SEALANT. i I k f WOOD BUCKS NOT BY LAWSON IND. ^ MUST SUSTAIN IMPOSED LOADS i 1/4" GAP 1. MAX. • '1 CLEAR SILICONE ADHESIVE DOING COMPOUND 33 . •y 13 6 7 7/16-HIS.LAMINATED GLASS e 1 `0 3 O -C f a c m °d ♦ C CLEAR SILICINE ApESIVE C A G .• BEDDING COMPOUND 3 4 \ t7o 3 sl2 X r FN./PNL-SAS.V/ Z Y ! m 13 1 1/4'MEN.EMBED. INTO 2x 2 STEEL BARS REOD.ON Z pp • 7 P.T.WOOD BACK (SEE SHEET 49 SIZES A$LISTED IN OP o G q FOR FASTENER NOTES ANO r W= O ELEVATION AT SHEET s B FOR C11nRT W/PRESSURES 49 3 a CS L) N FOR FASTENER SPACING SHOWN ON SHEET 6 OF 14 ! U • ♦ I IIF 16 F�--.� i a a � O O 16 I f I 2% T. ` Q I 6 ° � o-.a coJ S 17 A •. V O 6 , \ � o G I 111 A • 1 C d _ � Z ---� 25 1 STEEL BAR REOD.ON C O < `u SCREEN DOOR PANEL SCREEN DDDR PANEL 1 SIZES AS USTED N DP ' O t, l Ca3 (OPTIONAL) (OPTIOML) O -"_) 1, N i ' x a CHART W/PRESSURES L) 3/4- EXTERIOR EXTERIOR GRADE 1/4. SHOWN ON SHEET 6 OF 14 Ci 8 i� DOOR WIDTH(142 1/r) PERIMETER CA-- 3D/3T AULG ` (uIN.EYBED.) (WM.EMBED.).• •• .. 3 D/3 T — XXX NOTES: 1) REFER TO SHEET 8 OF 14 FOR GL821NG OPTIONS AND DP CHARTS. 2) REFER TO SHEET 9 OF 14 FOR VERTICAL CROSS-SECTION DETAILS. g 3 3) REFER TO SHEET 9 OF 14 C wC WOOD BUCKS NOT By LAWSON IND. FOR TYPICAL ANCHORS AND NOTES. • o S MUST SUSTAIN IMPOSED LOADS 4) REFER TO SHEET 8 OF 14 4 R � yy 7/l6'-MFOR MAX. ANCHOR SPACINGS. " .S..LAMINATED GLASS '1 4 s � ' g 1/4- CLEAR /4"CLEAR SILICONE ADHESIVE MAX. BEDBING COMPOUND • n •y 3 • l�O�l1Ci B1CYIlei $ ■ Z L L 3 aA r4> WitlltlY/IoeYN o 7 13 3 E'. . 6iihi Q.& 1211:OS a a 3 E •612%L.F.N./PH[.-I.M.S.V/ ` } ` o �• z 7 1/4•MEN.EMBED. INTO 2x P.T. WOOD BUCK(SEE SHEET s9 6,y,ya'R-or C-ow c $ FOR FASTENER NOTES AND g j' I ' / ELEVATION AT SHEET If 8 FOR j g s Oi Ci 28 6 _ J/ FOR FASTENER SPACING) - 25 28 tl f ;I ♦`qqq* 1F/7l b. It t6 Sz W SCREEN DOOR PANEL `v rZ �' 'Z y •�Z ~•�.� I T (OPTIONAL) OD EXTERIOR 1 u4• EXTERIOR GRADE (MIN.Q0.) DOM WIDTH(969 PERIMETER CAULKING 1 1/4 a 1 Z W INN.EMBED.) C 2D/2T — XX o 1 1/4" DOOR BUCK WIDTH(1119 3/4') • ,..: 2 (1/M.EMBED. • aXW V/ 1 1/4'NIN EMBED.INTO M b h Qi ^ 1�4" MAX. <SEEP.TUPTpNALU1NSTALLATION .- 'FOR POCKET WALLS V~i c v Q o SHIM DETAILS AT SHEET 12 OF 14) SEE GENERAL NOTES o& Q/ & 16 AT p ti p Q 1/4' TAPCON or APPROVED EQUAL By EOR 9 SHEET t OF 14. S v cnt • V/ 13/4'MIN.EMBED INTO 12 K.1 Cont. NOTE; y i • 6' FROM CORNERS L SEE ELEVATIOI AT CLEAR SILICOE ADHESIVE STEEL BMS RE00.AS I l =y ! Q p SHEET 8 OF l4 FOR MA%.SPAC[NI: BEDDING COMPOUND LISTED N OP CHART W/ -- , �!•. g p .-7 •► PRESSURES SAWN ON I -_ — 31 16 on wx C ni • SHEET 6 OF 11 (EDGE rnsrJ o 3 d ZO 02 • 13 T 9 6 16 1 I 6l e 1 ___________________________ _____ ------------------ECEAR-MICUFE-AVEMVE'---------- ------- -------------- -- ----- --- ------- --------- z p Opp BEDDING COMPOUND y r .i -• 17 •� Tx 1 ----- W c I 4 ___ " x 1 � 6 L_.. --.1 ©i AIR 1 17 04 N � p CD CD • ° 1 --- -------- ---- -- ---------- 2 I < _ - -- c 1- � � a ? • -� SCREENS OPTIONAL ———---_—— --- EXTERIOR POCKET DEPTH a B IN EXTERIOR GRADE 1 5/4' PERIMETER CAULKING TEST DOOR WIDTH(190 5/8') (MM.EMBED.) 4D/3T — XXXX P NOTES: 1) REFER TO SHEET 8 OF 14 TYPICAL ANCHORS IN PAIRSFOR GLAZING OPTIONS AND OP CHARTS. n c g n ti TYPICAL ANCHORS N PAIRS SEE ELEV.FOR SPACING 2) REFER TO SHEET 9 OF 14 Fv \ SEE ElEV. OR SPACING 1�4" MAX. FOR VERTICAL CROSS-SECTION DETAILS. 3) REFER TO SHEET 9 OF 14 / n 1n o �y0g 1 4" MAX. SHIM FOR TYPICAL ANCHORS AND NOTES. SHIM 4) REFER TO SHEET 8 OF 14 YY �,� FOR MAX. ANCHOR SPACINGS. 9 26 16 �:I I! T qa 3 •! 41 s ai ci a4 i'..ft— METAL STRUCTURE ATTACHMENT DETAIL ,,air !♦ �, • PRODUET REVIBIi xw °may ,•••••• ,.�/��tl� 1 NOTE: I e>r wmPlIus wM W FUMY 1.ALL STEEL IN CONTACT WITH bld&M a.& 6- •• ALUM. TO BE PAINTED OR PLATED. _—__ I I I f Axgrt+earo Nt 1_�DS _ METAL 2. METAL STRUCTURES: • STRUCTURE A) STEEL : Fy = 36 KSI MIN. L4 ��._ r 1 •< (STEEL 12 GA. MIN.THICK - 0.105-) C 8)ALUMINUM 6063-T5 MIN. BM4Y OtMlttl 1 v; (ALUM. 0.076" MN. THICK) ____ _ ___= (wN.[NBEO) SCREEN DOOR PANEL (OPTIONAL) _ SGD-9200 BILL OF MATERIALS — 2 & 3 TRACK FRAME 1 3/4' MIN. I ITEM IfPART # QTY. DESCRIPTION REMARKS EMBED. ° rn 1�.OR ANCHOR TYPES SEE 0 ' 1 L-9211 I 2 TRACK FRAME HEAD 6063-T6 ALUMINUM I NOTES AT SHEETS 3. 6. & 9. 6 m p v 1.2 L-9211 1 2 TRACK FRAME HEAD (Multi-Slide) 6063-T6 ALUMINUM 2. FOR POCKET WALLS SEE GENERAL - 1O 2 L-9206 1 2 TRACK FRAME SILL 6063-T5 ALUMINUM INTERIOR NOTES #15& 16 AT SHEET I OF 14. •.` n e q O'.. S i N<°' 3 C) S 3 L-9212 2 2 TRACK FRAME JAMB 6063-T5 ALUMINUM TYPICAL ANCHORS 6 '• INTERIOR 0 iO C3 C)AT 6. O.C. c s^ o 4 L-9204 I X PANEL PANEL TDP RAIL 6063-T5 ALUMINUM 9 SEE ELEV. °i 4 0 C A 5 L-9205 1 X PANEL PANEL BOTTOM RAIL 6063-T5 ALUMINUM FOR SPACING ; e V) S p 26 i a 4~4 6 L-9201 I PANEL LOCK STILE 6063-T6 ALUMINUM 17 m ?-D f 'a 17 o c z o e 7 L-9202 I PANEL INTERIOR INTERLOCK 6063-T6 ALUMINUM 6 r z m 1 31 a7=o z w 8 L-9203 1 PANEL EXTERIOR INTERLOCK 6063ui -i6 ALUMINUM 9 L-9207 1 PANEL ASTRAGAL 6063-T6 ALUMINUM - ? Z s w i'Lt Ll ii 10 L-9209 AS RELIT. ALUMINUM GLAZING BEAD 6063-T5 ALUMINUM 11 L-9214 l 3 TRACK FRAME HEAD 6063-T6 ALUMINUM I ° 16 12 L-9208 1 3 TRACK FRAME SILL 6063-T5 ALUMINUM t t w v��' AR REO. ON 17 (�•, 13 L-9213 2 3 TRACK FRAME JAMB 6063-T5 ALUMINUM EO W/DIP 80p• 3 z � t EXTERIOR • TYPICAL ANCHORS E 6 14 PWS-016 AS REQ'D. BOTTOM RAIL VTST ULTRAFAB 8086757DK -• w _ _ y 35 v AT 8'�O.C. 15 PWS-009 AS REQ'D. PANEL TOP RAIL WTST .187'x.310' (7830-6001-1) F2 SEE ELEV. N A. < FOR SPACING 16 PWS-003 AS REQ'D. FIN SEAL WEATHERSTRIP .187'x.210' (7820-6001-9) 1/4" MAX. F1 (2J 17 V VS-004 AS REQ'D. BULB VINYL (FPVC) 1/4' O.D SHIM 1 3/4" MIN. a �p 3 t I8 L-9016 2 SELF ADHESIVE PILE PAD 13/16' X 1 1/2' EMBED. H � 0 19 _WC-046 2 MVG. PANEL TANDEM ROLLER 2 X EA. MVG. BUT. RAIL EXTERIOR 20 FS-003 2 ROLLER ATTACHMENT SCREW M8 X 1/2' F.H./PHIL POCKET DOOR HOOK �1 21 AR-008 2X PANEL PANEL 'C' TRACK CLIP 6063-T6 ALUMINUM ATTACHMENT DETAILS 1� x V) 22 FS-042 AS RECD. 'C' TRACK ATTACHMENT SCREW -010 X 1' SMS F.H./PHIL. 23 7C 9018 1 X ANCHOR FIXED PANEL JAMB CLIP 6063-T5 ALUMINUM kxei FPVC Can oOillon•Team PWtlo Inc. g S w h. FPVC BYcic Co and No.7200.75 n 24 FS-011 1 X CLIP FIXED PANEL CLIP SCREW 410 X 5/8' PH/PHIL. - = 25 AR-020 ■ INTERLOCK STEEL REINFORCEMENT 1/2' X 1 1/4' (36 KSI) D■mmccr�x■d■en'A•,Ill eec 7s D-224Bm pci& 4 26 AR-021 ■ ASTRAGAL STEEL REINFORCEMENT 1/2' X 1 1/2' (36 KSU Te.deSamed4PSI 1630 Dote ^ ' • ^ Uloen■e EI-p[bn% 340.0 DL38 .0 N g tl 3 if 27 AR-02a ■ INTERLOCK STEEL REINFORCEMENT 3/8' X V (36 KSI) w,d,b.@looypmpom,PSI 765.0 D636 ' E �� 4 28 HC-047 1 MORTISE LOCK HARDWARE V/ HANDLES 6 KEEPER ave■rax -310 D.786 8 ■ ■ WMIt■colgto0nd N0.7287-78 llpiDIICPAEYI� c a c 29 ■ 1 x Panel 7/16' Larfinated H.S. Glass See Gtozing Detaes MY CAL AendMO• ao■ dm■^A',lOwc 73 D- 30 L-9022 ASTRAGAL PANEL SILL CLIP 6063-T5 ALUMINUM spa�.O.,m(ry las D-797 i 0 v n T-*SNPSI 1610 D-08 Lh�It11r0001N0 �' n 31 L-9215 1 POCKET JAMB HOOK 6063-T6 ALUMINUM tlldm■Eb."m,% 323.0 D638 �• o $ y momr.�loo sPrrmerm rel 763.0 Dile �Sl- �.L •-L. :s 5 32 SM-5731 ■ NEUTRAL CURE SILICONE Schnee-Morehead 5731 — Y 1 -30.0 D746 33 DC-899 AS REQ'D. NEUTRAL CURE SILICONE DoW Corning 899 ^ ° 1 4i s m ti F 34 ■ ■ NEUTRAL CURE SILICONE Trenco Spectren 2 35 HC-045 2 NYLON PLUG ( •480' HOLE ) RIGID PVC 36 HC-043 2X PANEL NYLON TOP GUIDE RIGID PVC 37 FS-005 AS REQ'D. FRAME ASSEMBLY SCREWS u8 X 1/2' P.H. PHILLIPS ... 38 FS-013 AS REQ'D. PANEL ASSEMBLY SCREWS M10 X V P.H. PHILLIPS :�;i�,�` m U. G I 39 FS-014 AS READ. INSTALLATION SCREWS 1112 X 1 3/4F.H./PHIL. 40 PL 75.6020 AS REG'D. GLAZING SETTING BLOCK SOFT PVC 1/8' x 1/8' x 2'L. u i 1 3 41 ■ - SCREEN PANEL42 ■ � ,� -� 1 43 SM-:504 AS REQ'D. ER[METERSEALANT CAULKING OSInPOLYSEAMSEAL 5504 44E ' Q r IPR13DUCT LABEL • 3.625 -� 1.000 ° F �.376 y< .� OFRAME HEAD 3. 0¢ V O Sl ap n Z Q m 3.650�� 1.218 3 4 v � I^ .062 1 s < 1.000 0 o z L 1.500 f I o'"0 TWO TRACK HEA° 1.594 •6671^ AT SHEETS 8. h 9. ® FRAME JAMB 2 a N MULTI-SLIDE FRAME HEAD A T 1- PANEL TOP CORNER .0907r 2 1.687 094 FRAME TOP CORNER j 2.2150 �~ 3 Z " 1 1 Qr .062 1,750 1'FO62 1-590 TWO TRACK FRAME 559 .150 a p x I �L4.154 -I 1.619- FRAME .619 s C� an FRAME SILL INTERIOR INTERLOCK j ! � 890 .390 1.619 D7 _ 062 .150 1.241 °1 e ! 2.000 2.798 . _o a ls90 j .062 2.039 .062 1.132 c `r _ Q F PAN BOTTOM CORNER a • ^ 890 I- 094 O 7.197O 1.687 O 0 7i a PANEL TOP RAIL PANEL BOTTOM RAIL EXTERIOR IN7ERlOCK Paoucrysvwa _ o ,y rr�lr�'.r11M0elMi► - � Q E u � i 2.686 y 844 -y r 61.680 t3D OI �II 2.260 180 .094 FRAME BOTTOM CORNE 8 1.044 1.617 .062 1.710 1.842 CUSS STOP LOCK STLE .655 RAa��arLveeN��17.V1,2���1.2�•OS {h.atl( z .531 .580 ASTRAGAL STILE "0m� •-� Q �•�^j I �II-L .125rI �6qL' •'.o .. Q% 524 3.000.875 .070250 1.742 ® 1247 6 ...,,R���,`` o FIXED PANEL CLIP ASTRAGAL RETAINER SILL RISER I W 10 O O I O U � b O O O O00 0� L W O W O O 00 W N m A O z Ln o O bO o f7 O O pQ� Oy 5_Y� O LA O U O V O f� i� 0 9 n -- i 0 �s b N`1 TOOK"J.{02906 PROP66610NAL Zmall" B Jlt. N 5 25 N00k 17_0177.74 t 17_0177.06 LAWS ON B501 N.W. 90 S7. t to inclu0•rwu-sa.aoa . « MEDLEY, FLORIDA 33166 .o Debts enb m can . 7010 F6I PH No. (SOS) 696-8660 B.Re-is"1. can . 7014 FBI 'O . I.Rsrose to can ply 7017 FBI YANUFACTURBR OF QUALITY ALUMINUM WINDOWS AND CLASS DOORS ''•. / 'Et'r`� '"`""" N. 6RA20 09w12 SGD-9200 ALUMINUM SLIDING GLASS DOOR (L.M.I.) sibEXTRUSION DETAILS, REINFORCEMENTS t FRAME CORNER ASSEMBLY DETAILS ;J111 N. gG20 ti/01/17 . DA _-- s..w..a...e c s..lr n.c..l++7...�.w..r.. aMv N�.r —' (.8200-1201 14 Or 11