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HomeMy WebLinkAboutNOA; Series SDG-9200 Aluminium Sliding Glass Door (Steel Reinforced) - L.M.I.0 LU F� u u L 0 N U O APPROVED APi `ROVED AS CORRECTED 0 RT-VISE AND RESUBMIT Q MIAMI-DADS NOT APPROVED ElMIAMI DADE COUNTY, FLORIDA RE' "r'Al'!N"G IS ONLY FOR CONFORMANCE � NTROL SECTION t,, WIi h THE-: E DESIGN C0�► P, : eCT A. D CO'rJn i�r,� 26 Street, Room 208 DEPARTMENT OF REGULATORYANpr CC31 �. . i i ��Tt)TION GIVEN IN 1 HE GBH,' IA ESP NSIBLE FOR arMErV1;!�$,� —t2 0 F (786) 315 2599 BOARD AND CODE ADMINIS AT THE SITE FOR INFORI+RATION T! tAT NOTICE OF ACCEPT EE(fit X �ON PROCESSES OR TO a +Mani e.eov/economv THE r, FkIJF �:� - l z ; hrau rt:UUL-DURES OF CONSTRUCTION; AND FOR Lawson Industries, Inc. COG RUINATION OF THE WORK OF ALL TRADES. 8501 NW 90a' Street Medley, FL 33166 D,aTE RY Gi aEP!RA;H, ARCHITECTURE & PLFd1INING U Y, A 7457 SCOPE: 12319E. !�!EWPORT CENTER DRIVE r107 E}= �'- This NOA is being issued under the applicable rules andiregualat�tiri r&f�construction materials. The documentation submitted has been reviewed and accepted by Mramr Da e 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 Pro u Section (In Miami —Dade County) and/ or the AHJ (in areas other than Miami —Dade County) re fight to have this product or material tested for quality assurance purposes. If this product or material fa' to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHD 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.L APPROVAL DOCUMENT: Drawing No. L9200-1201. Rev C, titled "Series SGD 9200 Aluminum Sliding GI s Door (LW", sheets 01 through 14 of 14, prepared by manufacture, dated 09/25/12 and last revised on � V 21, 2017, signed and sealed by Thomas J. Soto, P. E., bearing the Miami Dade County Product Control a Lion Revision stamp with the Notice of Acceptance number and Expiration date by the Miami Dade County uct Control Section. SILE IMPACT RATING: Large and Small Missile Impact Resistant iz' See Design Pressure (DP) Vs door size, glass type, reinforcements, sill type and configuration in sheets 2 oheet 5 and sheet 8. 2 w- ee pocket installation, detail in sheet 11 and notes #15 and #16 in sheet 1. 3.� pppicable Egress requirements to be reviewed by AHJ. ELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, ollowing 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. T-10, iTIVAAT'Yf1'V Afthia.,X6A`.wi11 obcur.'nfter.the expiration'riete:or,iftheie�has'been a. revision. or change in product, for sales, averhsiztg or any other purposes shall autornatroaliy terminate this NOA: l;arlure to cgmpiy with;any section of this NSA shall because for tei�runation az►d;renrraval of N(7A ADVERTISEMENT: The'NOA'number preceded'by iiie w6r6 Miami Dade �ourrty, Florida, aiid followed by the expiration dafie may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises & renews NOA #14-0908.02 and consists of this page 1 and evidence pages E-1, E 2, E 3, E-4 and E-5, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq 1. Chanda, P. E. NOA. No.17-1212.05 Expiration Date: February 13, 2023 Approval Date: January 257, 2018 Page 1 Lawson Industries, Inc. t NOTICE OF ACCEPTANCE: EVIDENCE SU13 IITTED 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 04115115, 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 10/2D/11, HETI-11-3329, dated 01/16/12, BETI 12-4040, dated 10/12/12, BETI-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.121204.12) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 20194 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 01/16/12, 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 1,D/12%12, Sxgned'`ancl sealed by Rafael E Droz Sella, P E (Sicbnntted under previous NOA 1Va Zt -= 21)4:12) 4 �T t repo rts on ���1) 1 �x Sn ittiratxun Test, petY.BC TA5 202 -� �1 `TTisn, mtatir : 4ti7.PresureeSt: Liatlin'' per F}C. '1"AS;42=94 3) Water Resistariee Test � f efFBC, TAS 2202=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) Isl aq I. Chanda, P. E. Product Control Examiner NOA No. 17 1212.05 Expiration Date: February 13, 2M Approval Date: January 25, 2018 E--.1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TEST'S (CONTINUED) 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. B ETI 11- 3313, dated 10/20/11, signed and sealed by Rafael E. Droz-Sella, P. E. (Submitted under previous .NOA No.1.2-120412) 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 94 2) Uniform Static Air Pressure Teat, 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 FT1-3516, dated 07/12/02, all signed and sealed by James G. Worth, P. E. (Submitted under previous NOA No. 02--1126 04) C. CALCULATIONS L 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. QiJALI JCX AaSUKAtGk, 1 MUlianu , llade Department of Regtt�atory aid Economrc Zesources (ItR) E: MATEAL CItTIFiCA'I`TONS 1: Notice of Acceptance No; 14491:610 issued to Kuraray America, Inc. far their "Kuraray PVB Glass Interlayer", expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "Kuraray SentryGlas@ Interlayer", expiring on 01/14/17. 3. Notice of Acceptance No. 14-a423.15 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, ) UA-44- Isha4 I. Chanda, P. E. Product Control Examiner NOA No.17-1212.05, Expiration Date: February 13, 2023 Approval Date: Jianuary 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 "Kuraray SentryGlasO Interlayer", expiring on 01/14/17. 6. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (ARIA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06119/14, 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 51h Edition (2014), issued by manufacturer, dated 09/02114, 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 NOA No.12-1204.12) 3. Laboratory compliance letters for Test Reports No.'s RETI--11 3269, dated 05/16/11, HETI-11 3270, dated 05116111, AETI-11 3271, dated 10/20/11, HE7I-11 3272, dated 10/20/11, HETI 11 3274, dated 10120/11, HETI 11 3275, dated 10/20/11, HETI-11-- 3291, dated 07/15111, HET1-11-3292, dated 10/20/11, HETI-11 3307, dated 10/03/11, HE7I-11 3313, dated 10/20/1 1,11E, TI--11 3314, dated 10/20/11, HETI-11 3329, dated 01116/12, HETI 11 3330, dated 01/16/12, HETI-124040, dated 10/12/12, HETI 12- 4041, dated 10/12/12, RETI-12r-4051, dated 06/13/12, HETI-12-4052, dated 07/10/12, IMM-12-4053; dated 09/24/12, HETI 12-4054, dated 09/24/12, HETI-12-4064, dated 09/24/12, and BETI-124065, dated 09/24/12, all issued by Hurricane Engineering & Testing Inc., all signed and sealed. by Rafael E Droz-Seda, P. E. (S`ubu�itteci under prevaaus N©A NoZ X204 TZj ; I aboratory„addendum letter for Test Reports.:No 's HETI-11 3269, HETI '11 3274 HETI 11 327 , HETI,11-3272;HE I' -11 3274, YETI-1 1 3275, ,I ETI 11 3291,: HTI I1 3292, 'HETI 11:3307, ` HGTI `11-3313,. `HETI-11 3314, HETI ;11329; HET141-3330; RETI-12-4040, TTIII'I-12 041, HETI-'12=4051; HP1T1�12 452, HETI-12-4053 , HETI 12-4054, BETI 12-4064 and BETI-12-4065, dated 01/15/13, issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz- Seda, P. E. Isliaq 1. Chanda, P. E. Product Control Examiner NOA No. 17-1212.05 Expiration Date: February13, 2023 Approval Date: January 25, 2018 E-3 Lawson Industries,, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTININD) 4. 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 12r4041, HETI-12-4051, HETI-12-4052, HETI-124053 , 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. (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) $. 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 FTL3572, 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 F+TL3424, dated 04/18/02, FTL-3425, dated 04/29/02, FTL--3426, dated 04/26/02, FTI.,-3492, dated 06/20/02, FTL3493, 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 they Series IISGD-9200 Aluminum Sliding Glass Door - L.M.L'; approved on 01/31/13 and expiring on 02/13/18. �;. New Evidence submu#ted ' (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 (61 Edition) code compliance. B. Test 1. None. Ishaq JlChanda, 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 R.uraray America, Inc.(Former E.I. DuPont DeNemours) for the "Sentry Glass 0 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 (61h 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. Isq Chanda, P. E. Product Control Examiner NOA No. ] 7-1212.05 Expiration Date: February 13, 2023 Approval Date: January 25, 2018 E-5 SEE NOTE o l ! u i i p ap � � � 1f. Gi• i,� � (.Oi G G• i 4, �rl i <s• -4 VOTE J& SEE BELOW -TF in -1 Ld o , �9 a' Qa o• a� _; i I' •4 •4 •4 •p °'i q, 0. 10 1 X-LP or RP--X 20/ZT - XX or ' XX-LP or RP-XX or LP-XX-RP 117/2T - RP POCKET SHOWN 20/2, PoWff POCKET SHOWN (LEFT POCKET oPPasOPPOSITE)R.u' T (LEFT POCKET OPPOSITE) SEE BELOW j'NOTE #!L -Y� 2D/2T - LP/RP G + Kt• F 4• t 3D/3T - XXX or LP-.XXX or RP--XXX 3D/3T 30/3T - LP RIGHT POCKET SHOWN (LEF"T POCKET OPPLSITE) F ' H SEE BELOW NOT£ gs. o � a-; l PI I 7 4u/.31 - xxxx or 4D/ZF LP^XXXX or RFI-XXXX or LP-XXXX-RP 4D/3T . 40/2T - LP/RP 'T 4D/3T - LP LEFT POCKET SHOWN POCKET OPPO'ATE) NOTES 3 1) REFER TO SHEETS 8 OF 14 FOR GLAZING OPI,ON$ AND DP CHARTS. ID 2T - LP 2) REF£R TO SHEETS 8. 10 & It OF 14 LEFT POCKET SHOWN FOR TYPICAL GROSS -SECTION DETAILS. (RL'IilT POCKET OPPOSITE) 3) REFER TO SHEETS 9 OF 14 FOR TYPICAL ANCHORS AND NOTES. 4) PANEL STACK C0NFIGURATIO.NS ARE REVERSIBLE. 5) FOR POCKET WALLS SEE GENERAL NOTES #15 & 16. ."a fit r. Aa. NO 2D/2 X zO/ 2 DOOR NOTES: 1) REFER TO SHEETS 2 OF 14 FOR FOR GLAZING OPTIONS AND OP CHARTS. 2) REFER TO SHEETS 3 & 4 OF 14 FOR TYPICAL CROSS-SECTION DETAILS. 3) REFER TO SHEETS 3 CF 14 FOR TYPICAL ANCHORS AND NOTES. y1s sf srf b C� General RoLes• 1.1 THIS DOOR SYSTEM IS DESIGNED'* ESIGNNED AND; TESTED TO COMPLY W/ THE REQUIREMENTS OF THE FLORIDA BUILDING :CODE (20t4 SLh, Edition & 20t7 Bth Edition) INCLUDING THE 111011 VELOCITY- HURRICANE. ZONE= VELOCITY (HVH2) AND A$TH 1300-04. THIS PRODUCT'lS IMPAOT,RES)STANT..(SHUTTERS NOT REQUIRED)- Z.) WOOD BUCKS SHALL BE NSTALLE'D"AND4NCHORED SO THAT THE BUILDING RESISTS THE SUPERIMPOSED IOADS'W ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING 'CODE & 70. BE REVIEWED BY BUILDING OFFICIAL. 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS.•,ANCHORS ON ALL DOOR SIZES An NOT TO EXCEED ".THESE'MAX1I(UM SPACLYGS ON CENTER (D.C.) AND AS TABULATED ON SHEETS-;2;5 &.8'01 14 4.) ANCHOR CONDITIONS NOT DESCRIBED ]N THESE DRAWING'S ARE TU BE ENGINEERED ON A SITE SPECIFIC BASIS UNDCR,A SEPARATE APPROVAL AND TO BE REVMWED BY BUILDING -OFFICIAL 5.) A LOAD DURATION INCREASE 1N ALL04lABLE STRESS IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY,- 6.) DOORS ARE QUALIFIED FOR _USE WITH -SINGLE GLAZE H.S. LAMINATED GLASS TYPES TABULATED HEREIN (SEE SHEETS 2 5, _& 8), 7.) FOR OPTIONAL FRAME INSTALLATION DVT411O SZE;'-SIIEM 3. 4, S. 7, 0, IO. & 11 OF 14. 8.) EXT. & INIT. FALSE COLONtAI MUNTINS_ARE OPTIONAL & AND TO HE APPLIED W/ SILICONE. . 0.) WOOD BUCKS IN CONTACT WITH CONCRETE*UST'-B& PRESSURE TREATED AND ANCHORED (BY OTHERS). PRIOR TD DOORINSTALLATION. WOOD BUCKS TO HE ANCHORED IN COMPLIANCEC1'EJ �NTHP.` FLORIDA --BUMMING CODE CHAPTER 24. 10.) APPROVAL APPLIES TO TWO TRACK AND THREE, -TRACK DOORS WITH FIXED PANELS, ALI, MOVING PANELS [YCLUDING Tv1TH OR WITHOUT (LEI-RH) POCKETS. Lt.) MULLING DOORS WITH OTHER TYPES OF MIAMI DADE'COUNIY APPROVED PRODUCTS USING A MIAMI-DADS COUNTY APPROVED MULLION 1N OL'TWEEN ARE ACCEPTABLE BUT THE LOWER DESIGN PRESSURE FROM THE DOORS OR MULLION APPROVAL WILL APPLY TO THC ENTIREMULLED 9YSTL11. 123 FOR METAL ATTACHMENT DETAILS &.NOTES SEE"SHEETS ( 3. 4. 6, 7. 9, to. & 11 OF 14. `- 19.) ALL METAL/STEEL IN CONTACT WTEH ALUMINUM'�OR OTHER DISSIMILAR MATERIALS TO BE PAINTED OR PLATED AND. SHAgo MEE1' THE-FLORIDA BUILDING CODE. 14.) POCKET DOOR CONFIGURATI0N5 ARE AS SHDW'N ON -SHEET 8 OF 14. REFER TO SHEET It OF 14 FOR ADDmoNAL'DETAus - 15.) POCKET WALLS ARE NOT PART OF T1t15 APPROVAL, 18.) POCKET WALLS SHALL. HE UNDER SEPARATE APPROVAL AND TO BE REVIEWED BY THE ENGINEER OF RECORD-.(EOR)a=_�.;n-:.::;;, II LAMINATED GLASS LARGE MISSUX IMPACT + ` All. DOORS GLAZED VRTH LAMINATED 0tA53 RATLTJ`fpR LARGE. MISSILE IMPACT AND REQUIRE NO SNuff RS, *�QX�2D XL-1 � t4EX6S8i 33 & 4 DOOR YQ4ES^ 1) REFER TO SHEETS 5 OF 14 FOR GLAZING OPTIONS AND DP CHARTS. 2) REFER TO SHEETS 6 & 7 OF 14 FOR TYPICAL CROSS-SECTION DETAILS. 3) REFER TO SHEETS 6 OF 14 FOR TYPICAL ANCHORS AND NOTES_ � 0 ee 0 qvw¢_ � I F N .t b 'Q O .1 Q o off^ 0. z > h 0)) oo-A 4 6 O) p 5 F a U z l w t�! �fiA a�c� V) `5ry�tal; �kyPyl�ptif y�< .ldr l DESIGN LOAD CAPACITY - PSF (STD. 2 1/4" SILL) NOMINAL DOOR SIZES GLASS TYPE 'A' GLASS TYPE '13' GLASS TYPE 'C' GLASS TYPE 'D' WIDTH HEIGHT FT. /11L FT./1N, EXI. (t) INT. {-) EXT, (+) INT. (-) EXt. (t) INT. (-) EXT, (+) INT. {-) 5/0 (NO STEEL) 6/8 56.7 95.0 56.7 65.0 56.7 85.0 66.7 75,0 6/0 (NO STEEL) 6/8 56.7 95,0 56.7 55.0 55.7 85.0 56.7 75.0 t • 8/0 (WITH STEEL) 6/8 56.7 85.0 56.7 70.0 56.7 76.8 56.7 68.8 8/0 (WITH STEEL) 8/0 56.7 65.0 56.7 65.0 X x X x DESIGN LOAD CAPACITY - PSF (WITH 3" SILL RISER) NOMINAL DOOR SIZES GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' GLASS TYPE 'D' $110,11 HEIGHT F1./w. mpm. EXT. (+) INT. (-) EXT. (+) WT. (-) EXT. (+) IXT. (-} EXT. (+) INT. (-) 5/0 (NO STEEL) 6/8 76.7 95.0 65.0 $5.0 76.7 85.0 75.0 75.0 6/0 (NO STEEL) 6/8. - - - 76.7 - 95.0 65.0 65.0 76-7 85.0 75.6 75-0 {WITH 501EEL) 6/8 76.7 85.0 70.0 70.0 7V 7118 68.8 68.8 j 8/0 (WITH STEEL) 8,/0 65.0 65.0 85.0 65.0 X X X X pt3OR.4VI0T}H 13 1/4" MAX, ,fie SPACING LIUITATIGNt TYP. Matters not to e+aaed HEAQ/SILL 10 1/27 O.C, at Doors $MaSbr than 60' to wi ch. V . 7/16" LAM. GLASS- C - D ' �v n f' rn rn a 0,1h SE£CCHART AT LEFT X 7 0 NOTES, 1) REFER TO SHEETS 3 & 4 OF 14 t ;! FOR TYPICAL CROSS-SECTtON DETAILS. 44 3/4" MAX. 2) REFER TO SHEETS 3 OF 14 - • Q.L. OPG. �' FOR TYPICAL ANCHORS AND NOTES. 31AX 50" MAX. PANEL WIDTH MAX. O.L,O:: LAitIINATED GLASS PANEL WSOTHi. 6/0 X 6/6 = 32-3/4" X 74-3/4' LARGE MISSILE IMPACT 7 rmd YW0 pT'ACK XO OX 8/0 X 6/8 - 44-3/4 X 74-3/4 xo" TYj51C4A ( It CDMIrinURATIONS 8/0 X 8/0 = 44-3/4" X 90-3/4" DOORs GLAZED 'ITH LAMINATED GLASS RATED FOR 'TESTED= (FOR PANEL STACK CONFIGURATIONS SEE SHEET 1.) LARGE MISSILE t1APACT AND REQUIRE NO SFtUTTFxRS. r-BULB VINYL 17 ..'-BULB VINYL 17 -BULB 'VINYL 1% "-BULB VINYL-0 3/16" HEAT STREWD CLASS 3/16" HEAT STREN'0 CLASS -3/I8" HEAT STREN'D CLASS 3/16" HEAT S1REWD GLASS 090 INIERLAYER 090 PVB INTE14AYER 099 SAFLEN 111' Mao PVB SA LEx ty j SanlryGLoss by: Tresifot PV9 try ; -Clcor or Cab* Gloss tntwinyor • •Gear or Color Glass tntw%jr w •: KuYoroy Am¢riw. Inc. to 1 Kuraray Ammerica, Inc. Lu hr.Eosimen Chemical Co. W by -,Eastman Chemical Co.;. - -, m 3/16- HEAT STREN'D GLASS m - -3/16" HEAT STREN'D GLASS m 1 ! r.3/I6� IkAT STREN'D CLASS ;.3/l G° HEAT STREN'd GLASS 2 2 Z w SILCONE ,•• ' SIl ICGNE V) 51LtCONE iz t0 SIUCO\E SC1WEE-MOREwEAO S731 - S SGHNEE-A10R£tie:AO 5731 - SCHtwEE-NOREHFAD 5734 N SCtmEE-tnDREIIFAO 573t oa I } DOW CORNWO 899 a5 i M1 CORIwNG 890 m j I `"Dow CORNitiC 699 ; 'COW CORNING 599 . VL 1 , iREAtCO SPCC'.RUAt 2 V 1'.1 . iREMCC 5PECTRUId 2 V ,J TREMCO SPEC7'RUId 2 V ,d� ,' TRENCO SPEC MUM 2 PROAD�EPYCt:Iffit?$i '{t is o 1 fl' aD 1C# i 40 j kFl t rt4T6ef7ari �T AlxsplulcENr/ �21Z rc •.94sp1[kYiRY1¢IA OIAS�S TYPE 'A' GLA85 TYPp. 'B'- CLAZI►JG DEWL,$ MAX. TXP. n 00 HEAD/SILL CORNERS t o c al OU1 1 1 O : 3 ' z z IJ 1 f0� 11 T TYPICAL ANCHORS IN PA3RS TYPICAL ANCHORS IN PAIRS rfpICAL ANtH SEE ELM FOR SPACING METAL SEC ELEV. FOR VACING ORB IN PAIRS -STRUCTURE SEE ELEV_ FOR SPACING U7 17 WOOD aucx ZE 'Jam. Emomm3 VI C'- 2' MIN, 4 n. T q'4 4 :.4 Z* lvllNu Tylyp (W� EMBED, .4 0 1' min. LIJ Eudge TIF4_171TYD) TYPIM ANCHORS 114 PAIRS Ed, FLEV, FOR SPACING IV BE 7 f __QTES FUR SPACING) 0 28Y Wald sack Subst,ott ol, WWJ Stm, tune -/ (SG) (44 Zw sll46rw Glmly= "t;ft. (TYR.) j � I� 11�1 l —746-LAXINATED GLASS jlI F NOTES. 1) REFER TO SHEET 2 OF 14 FOR GLAZING OPTIONS AND OP CHARTS. di 2) REFER TO SHEET 4 OF 14 FOR HORIZONTAL CROSS-SECTION DETAILS. n.. REFER TO SHEET 2 OF 14 0 III! �j I WO 1) 81101. AND MEIA1 1 FOR MAX. ANCHOR S.PACINr.S. UST SUPPORT LOADS MP ia I 7: J TRANSFER THEM to THE Bi ci wl j T-y-PICAL-WCHORS: Q: ILI c*' J Sz.L O To SILL w 10 �DrADHWRISER MIN SaICONE In FULL LENC TV, OF UNIT C,4 21 {-UTT'-i 22 �f I"2�'-_..-..'�^�^� It' I 4" , " I . %��/ -'-3 *1 1 1 4' 2! • WN4 1/4* TA CON or APPROVED EQUAL BY OR W/ 1 3z KIN, EKBED. INTO 22 ksl Cane. 0 S' i RDN CORNERS & SEE ELEVATION AT SHEET /—son-she"04 ti;I-IJetar a OF 14 FOR- MAX, SPACtKU 'c TYPICAI AN OR$ IN PAIRS Croat of M[novum 5 Kli SEE ELEV. rF-OIR SPACING 0 0 0 IL Cc L STRUCTURE ATTACIINENT =A 1'. ALL SMEL IN CONTACT VNITH ALUM. TO DE MN16D OR PLATED. METAL STRUCTURES A) -STEEL ; Fy m 36 951 MN. Z En ALUMINUM ; (505_�_T.5 MIN. ;2z 0 0 CAL (ALUM.076- MIN. THICK) -4 1�I L MPM-GADE COUNTY 0 SEE SEPARATE NOA =1 z C*f) C3 4U m TYRES iJOT by 11WSON D. SYSTEM'ANDRE `w OYJ G I FOR SPACING ANCHOR TYPE CHART TN CONC or SfASONRY-(min.) ANCHOR 'Altujj; — ii4; .Olaf. Coaatete ELCO ULTRACON !/4* 1/4� f'3/ SUILDEX 1/4* 4' 4'e, 3.2 X.; MMI)EX �,A'j3Z7 _4 7 WOW TYPE CHART TN 2X, 0CHOR OPTIONS ELCO LrLtRACON IL4' S.N.S. (lm. 2%) _112 $o I INTO METAL STRUCTURESd STEEL : 12 GA. WIN. (Fy ALUMINUM : 1/8" THK. MIN Ott -1 61 all (STEEL IN CONTACT WITH PLATEU OR PAJNTFD) #12 m INTO APPROVED MULLIONS (N ise" (1/4") INTO CONCRETE A '1/4") WO CONCRETE -'(iTW BUILDER) w (3/16') INTO CONCRLFE AND INTO WOOD STRUCTURE INTO METAL STRUCTURE FRAME ei, AND VENT CORNERS AND -I A SCREWS -I SILL SEALED WITH WHITE/ALUMINUMNT. NEI TYPICN. ANCHORS W PAIRS SEE ELN. FOR SPACING C - �•-1 jj TYPICAL ANCHORS IN PAIRS SEE ELEK FOR SPACING :. H 40 g .i a a 14O O 1/4- MAX.Ile MAX. o SHIM z >: In cn o . y. ^W d g F o S j w � L STRUCTURE ATTACHMENT DETAIL .- 1. ALL STEEL IN CONTACT WITH i wtrn ALUM. TO OE PAINTED OR PLATED, wew ir+c�+ss 2. METAL STRUCTURES: META STEc"1. Fy a 9O KSI IN. STRi1CTURE (STEEL 12 GA. UIN. THICK - 0.105') i B) ALUMU`UM : 5053-73 MIN. :2^ (awl+. O.D79' MIN. THICK) � g Q (we, E4ec0.} NOTES: 1) REFER TO SHEET 2 Of 14 FOR GLAZING OPTIONS AND DP CHARTS, - - (� z M.. c 2) REFER TO SHEET 5 OF 14 0. 7'rICAL ANCHORS IN PAIRS FOR VERTICAL CROSS—SECTION DETAILS. SEE ELEV. FOR SPACING .3) REFER TO SHEET' 3 OF 14 PANEL WIDTH 4) REFER TYPICALSHEET i2 OF A�N¢D NOTES. /4. UAX. O �„� FOR WAX. ANCHOR SPACD.GS. r OD O SHIM 1/4" SHIM RS n \ W SEE ELEV FOR SPACBI0 a o ri IMAK. +s D.L. OPG. II # A jS to 23Y WO BUCK 78 8OR 4 F P •. u m i u 212 x v WOOD 17 10 t �DUCS EVLW xHkt4zaz9.id: �14 5rA T �Tn�I '1_„J f fit CJ, • i °t 1 — •_ — SCREENS OPR. _ .. ✓ CND f7-f212.4 S (bn Ivaco'.) 3 Vj D.L. OPG. L'+NftNa dcttC t '� I_ .;lu?� ,c7 Ca m: SNOT REOD. ON 25 1 d/4� - 1 V-+ - a• g,. I 6/O R &I 512E5 �� �� PANEL WIDTH4 PP16tiMCioia'4C -'�,c 27 P� 4� SEE CHART ON SHEET 2 OF 16 (1"H- wgo.) _ "-r, 3 v EL•XTER1015t WOOD SUCK 2D/2T — XQ (Shown:) DOOR WIDTH 2D/2T — aX (Reversed) a ;�x °' ,r,•••r4` min ra �'1�JGL'L't:."�Efig;t17 -57 #s OF oxxo Fo, A-1 LL3 oxo AERROVEQ C041CURATION (FOR PANEL STACK CONFIGURATIONS SEE SHEET 1.) auws WVYL 17 3/16` HEAT STREN*0 GLASS 090 PVB IuT'ERLAYFR T,QaVW by: Kwmey Am011- Ln:. _ L;TfrWCQf14" ?+EAT STRF.N'0 GLASS SILICONE Co rOWNSPEEE .AO UM z7S1 GLASS TYPE '13 . BULB VIN 1 17 3/16' HEAT SfREMD CLASS 090 INTiRLAYER O; SantvyGloss by: W Kuraroy Arne ica Inc. m 3/16` HEAT STREWD CLASS g SILCONE SCHKEE-MOREHEAD 5731 OOW CORNwG 899 TREMCO SPECTRUM 2 rf. 9A TYPE 'A' _Q! A Wp J2ETAtLS *5 1/4" MAX. i3" MAX. 1YP. DOOR wIDrH CLUSTER OF AT E LA1;/$ILL �AT ST E _-I CEN NOS 6" MAX. TYP. A2 6 `HEAD/SILL CORNERS f t A j 7/1V OVERALL LAM. GLASS - C7 f! D q r v z � $ .2 14 y Q a a rn b p s 9 I 3 �J ---SFEEL REINFORPN6 - : AS REDO. , ,! `. 44 3/4" MAX NOTES S0" MAX• D.L. 4PC 1) REFER TO SHEETS6 Fr 7 OF' 14 `+ PANEL WIDTH FOR TYPICAL CROSS SECT1dN DETAILS. 50 MAX, 2) REFER T4 5HEE1S 6`:OF i4 PANEL WIOTH FOR TYPICAL ANCHORS AN0 NOTES. 4 _ DOOR-- __`Two TRACK "QXXO" TYPIC,A K(EJATION TESTED UN1T DOORS OLAZED t411 LARGE ML5S0.E IMP { DESIGN LOAD CAPACITY - PSF GLASS TYPES 'A' OR 'W PANEL YADTH NOWNAL FT.JLN.W. t100R NE1GflT FT./IN HEEL STANDARD SILL 12-I/4" RISER _ 3" RISER (t) INT. (•-) EXT. (+) INT, (-) Exr. (+) � 114T. {-) 2/6 3/0 3/6 4/0 4/6 4/11 6/S 40.7 60.0 55.7 60.0 60.0 60.0 40.7 60.0 56.7 60.0 60.0 60.0 40.7 60.0 56.7 60.0 �60.0 60.0 40.7 60.0 56.7 60.0 60.0 60.0 40.7 60.0 56. - 60.0 --60.0 60.0 40.7 60.0 56.7 60.0 50.0 60.0 2/6 3/0 3/6 4/0� 8/0 40.7 50.0 56.7 60.0 6D.0 6010 40.7 60.0 56.7 60.0 60.0 40.7 60.0 56.7 _60.0 50.0 61D.0 W 40.7 60.0 66.7 60.0 mu 60.0 a � � •n h D-. 20 o A o N pin x�0 L Q °� ul W D to N Z rN-r O O = �¢ .� n w, a 1 tyt SC o •Ill` 144 P2ID F � 1 y 0 z ix ySo "6j� N L l4 fa LL & LAM I14ATED � I LARGE MISSILE IMPACT � v° j ;� ; � � !� LATAINA7'EO 4LASSyRATED FOR T AND.REQUIRE NO SHUTTERS. N '^ ,S = EI E N N .x c o n e z x u PANEL MAX. D.L.O.: 3/0 X 6/8 - 32-3/4" X 74 3/4 4/0 x 6/8 - 44-3/4" X 7-4 3- 4 4/11 X 6/8 =55-3/4" X J4 3/4 3/0 X 8/0 32-3/4" x 06 3/4 4/0 X 8/0 = 44-3/4" X Tptly>yt' t TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING TYPCA'- ANCHORS IN PAIRS TYPICAL ANCHORS IN PAIRS STRUM I" Min. SEE CLEV. FOR SPACING SEC ELEY. FOR SPACING�., URE —Edge Ws�] ley 4 WOOD BUCK ,v MIN. 0'. New') 9/1-5, - : 2 A 4 C. !MET z AL. SIRUCTURE CHMENT' DETAILS I : STEEL N CONAcl W�18 15 3: ALL 10 BE PAINTED OR PLATED - In TRUCTILI la LE3,/j--4 ,in MEM S RES- wn D T I Min. TYPACAL ANCHORS W PAIRS STEEL :9 � 36 KSI u7c 'ws-c-I Typ.) I Edge CE ELEV. FOR SPACING EEL 12 IN. THICK - 0.105") I ALUMINUM! 5053-T5 MIN. ALUM 0.078- kiln. THICK) JAWA-DADE COUNTY 50e.ift 9111(111r� .55 (Typ') SEE SEPARATE NOA 2BY WOW Buck Substmi. or Wood Sim t� ($G) APPR'O MULLION A jjsj ----IF A cl) 7/16-LAHMAYED GLASS in min NOTES, I REFER TO SHEET 5 OF 14 FOR GLAZING OPTIONS AND DP CHARTS. (3 0; a 2) REFER TO SHEET 7 OF 14 FOR I WOOD SUCKS AND METAL (L HORIZONTAL CAS -SECTION DETAILS. 0 R IND. ai 3) REFER TO SHEET 5 OF 14 I MUST SUPPORT LOADS NPOSEDIbV,djk AN , fit FOR MAX. ANCHOR SPACINGS,TRANSFER TiEo 10 THE 0 TYPICAL ANMR-S- SEehj� SHEET .8 FOR SPACING Typ Z-U.tdG t Crout of MinInum 5 K.i A In v) :r In SILL RISER OHEREO W.-. R ONE Dr"-;.FA,to 5 In D FUMT SILL ANCHOR TYPE CHART IN c C.�-Iczl MASONRY znIn.) Zic—son OPTIONS am -SILL Jk6 wm.-;,a ELCO ULTWON Ile 1/41 12.115 Hsi 3,2 ifsi OUILDEX 7 W 3.2 Ks; ANCHOR TYPE CHh OD-"BUCK'(MIM) ANCROR OPTIONS HUD -Stu 411 lgttf»amenAIN190 Dist. 2X,W-dj =0 UL7RACON 1/4' BUlCOIX 1/4' 1/4'- -_55 so #12-- '.jlilj— '-- 7 - -55 SC PMDVCrJtEV1SW up =001ywg W114 AIfx EM1,112t Ck INTO METAL STRUCTURES STEEL ' 12 GA. FAIN. (Fy ALUMINUM - 1/8' THK. 'n (STEEL IN CONTACT VATH ALUMINUM TO BTED OR PAINTED) 010O SM INTAPPROVED MULLIONS (NO,-S4AM1 IXECiSt EDGE DISTANCE IA (1/4') INTO CONCRETE AND MASONRY iM , X (ELC0 ULTRACON) I' WEEP NOTCH (1/4-) INTO CONCRETE AND '(ffW BUILDEX) AT EACH END (3/16-) INTO CONCRETE AND.. (I(w BUILDEX) ArFRnI COUAL BY EER 7)71CPA. ANCHORS IWO WOOD STRUCTURE - I" /4' MI - 3N ' EMXD INTO Me K51 Con,- e 2 PER CUP INTO METAL STRUCTURE - 3/4- 14 CORNERS& SEE ELEVATION AT SHEET SEALANTS: 14 FOR SPACING. 7 U. ANCHORS IN PAIRS FRAME AND VENT CORNERS AND' ; D , `I3TXLklkWSCREWS AT SILL LEV. FOR SPAMO SEALED Wfni WHItt-JALWINUM :qO(pRMSEALANT, —1] 'TYPICAL ANCFIOR$ 1N "ARS SEE ELEV, FOR SPACING 1 /4" SLUM (YNL EB6EO.) t �C F .L. OPG. ,r1 NOTES. i) REFER TO SHEET 5 OF t4 FOft GLAZING OPTIONS AND DP CHARTS. Z) REFER TO SHEET 6 OF 14 FOR VERTICAL CROSS—S£t:T#ON OE-mm 3) REFER TO SHEET 6 Di 14 i 4" .SHIM FOR TYPICAL ANCHORS AND NOTES. 4) REFER TO SHEET 5 OF 14 bfAX. FOR VAX. ANCHOR SPACING$. L.Q. ^�_ 1 P B u 0 0 �� zs }' •.. ••" SCRFENS OPTIONAL 'JJ t F= 1 EXTERIOR 4D//2T ,- OXXO 0 0IL t (Tiutt. E11BEO.) _� ,•_ SCRE � VTIOWL µ TYPICAL ANCHORS IN PAIRS e` SEE ELV FOR SPAOND Q EXTERIORR 3D/2T — OXO NlN. r:M3^cA• � H •. 9 H ! 1/4" SHIM MAX. ' . M h a I-: 7 - 3 rnoe 00 � c 3 4 2• ZZ m $ TaTT f a OL Tay o a PA'�)Et YRCTii : f WO A w00D BUCK f o O a t w a w000 BUCKAz 7 /4" SHIM MAX. r �o ! 4{ �Smuct REvailmswoulipblift With the nwilu H Ilia .a` AeeegCtlreeNai-•lr:f7•L)i• "U�! ��.a n � N m X-RPor LP-X POCKED 'WALL SEE NOTE p. I m csp 0)it "eEL (? A ' T 189 3/4 TEST DOOR WIDTH w/ SINGLE POCKET _ & NON POCKET MAX. WIDTH{ 191 1/4" 13 1/4" WAX. TYP, CLUSTER OF 4 ANCHORS 6. AT HEADISILL AT STILE E.mDS- XX or XX-RP or LE'-XX or RP-XX-LP � { M d F. i f �n y f G''- �" O• �'• Gt s •� :� "O - o,i POCKET WALL Kr SEE MOTE 45. XXX or RP-XXX or LP-XXX e 46 3f4" MAX. ¢ PANEL WIDTH tf. �.. C • d= is r 1 .0 PANEL MAX. D.L.O.: i C - L "' `� 3/0 X 6/8 - 31-1/2" X 74-1 /4" _2? 4/0 X 6/8 - 43-1/2" X 74-1/4" XXXX or RP-XXXX or LP-XXXX or RP-XXXX_LP 3/0 X 8/0 - 31-1/2" X 90-1/4" APPROVED CONFIGURATIONS 4/0 X 8/0 = 43-1/2" X 90-1/4" SMITH Ac WITHOUT Pcn)(rl (FOR PANEL SLACK CONFIGURATIONS SEE SHEET 1.) BULS VINYL-0 Bt.7.8 VINYL t7 3/16' HEAT STRENND CLASS C9D PVD lnterlayer 3/16- HEAT STREN'D GLASS SnHex -Soltpx & Sntlex HP .090 PVB DITERLAYER t'Y- L.A. n Ch¢..kd Cc. TrOslto# P18 cr k Or. IL c•) Seotry0o" by. tz W Traftl PVB by., Kuroroy AmOrico tnc. m Kwvrcy Amwlol tn¢, Ot ? 3„/IS" tiFAT STHEN'0 CLASS N 3/16" HEAT STR6N'D BASS W OCORNMC 893 'm + . DOW om DOm 899 GLASS TYPE 'A GLASS TYPE, 'B' GLAZING DETAIL r / A D Cn� V " N 7/115- OVERALL LAM, GLASS i} �! STEEL REINFORCING . Q AS REDO- 3D $4 x x 43 1/2" MAX, PANEL WIDTH 4 DOOR - THREE TRACK "XXXX`' TYpf_CA. ,i {,QN TESTED UNIT _ MAX, TYP. POCKET WALL NOTE §3, TYP-) .20 i _ AD/5111 CORNERS'.EC hgoo -a r _ _� Q1 % .' most , 1, ~o F1-u' ' '1 r F2 % ORt -. Ar Jj It T� X-w IEFEWJO SHEET$ 9, 10 & 11 OF 14 OR TYPICAL CROSS-StC110N DETAILS. 1 al 2E6'ER _70`SNE£TS 9 OF 14 L TYPCAL ANCHORS ANO NOTES, Nf I OR POCRE.T WALLS SEE GENERAL NOTES Y15 A-115, AT SHEET 1 OF 14. ? w " n u _ e ry O 011714L44NATED GLASS RATEO FOR E OAL"i AND REQUIRE NO SHUTTERS. i c at LAMINATED GLASS B LARGE MISSILE IMPACT z' DP CAPACITY"- PS£ (Z 1/4" SILL) OP CAPACPfY NOMINAL ODOR SIZES GLASS TYPE 'A' GWS TYPE 'B' GLASS TYPE 'A' GLiS4 TYPB WIDTH HEIGHT FT,frN. FT./LY. ---- - EXP. (+},QtT. (+}TINT. (-) E%i (+) INI 8/0 (21LQ) {Vf/ 1 STEEL) $/0 56.7 63.0 56.7 65.0 68.0 680 8/0 (20R) (W/ 2 STEEL) 8/0 %7 68.0 56.7 68.0 04 68.0 (i)68D {�)480 12/0 (3DR) (w/ 1 STEEL) 8/0 56.7 68.0 56.7 68.0 12/D/D.{3DR} (W/ 2 STEEL} 8/0 _ 56.7 68.0 56.7 680 68,0 68.0 (�)6a0 �)fi80 Y 16/0 (40R) (W/ 1 STEEL) 8/0 53.3 T 60.0 53.3 -60.0 50.0 60.0 660 6D0 y 16/0 (4DR)) (W/ 2 STEEL) 8/0 53.3 68.0 $3.3 fi8.0 68.0 58.0 _ - 2dr/3dr DOORS MIT +76.7 & -78.0 OP w/ "Oupont I " Min. 114' TAPCCN w APPRBIVED EQUAL BY COR rMICAL ANCHORS I-q PARS METAL %?/ I WAI NIq rmllcl). I"In 12 lid Coic. TYPICAL -ANC Edge Dist. SEE ELEV. FCR SPACHC ANC RS i4�AAfRS S., RUCTL)RE I! S' FROM CORNERS 4 SEE ELEVATION AT (Sl lEl, STRUI SSEET 8 OF 14 FOR MAX. SPACING 39 '4 is In EIJ 4 4- 4 (41IL EUVE0, 4S 4 0 C 17�MAX 4 mo GAP o 2! ci BY .T. z VC130PSUCK w W.7 o. TYPICAL ANCHORS IN PAIRS SEE O.EV. MR SPACING IN T WRIT tz Z 28Y Wood El-k SubWola ALUM. TO 6E POINMEIR I OR PLATED. 0 'UVAL STRUCTURES: CQ SEE ELEV. FOR SPACING jjTjFd g g, - BEDDING &0 lyptm ANCHORV 5 A) STEEL - 7, - 35 KSI MIN. -0 12'Gk WN. THICK � O'Iw) -8 ALUU24UM ! 6053-T5 WhI. (ALUM OLU7II" VIN. INC() 0 17 �4 1 M14LII-OADE COUNTY APPR'D MULLIOR 'E E 5EPARATE WA w 7/16--LARINATEI) a ASS —SEE IlEll FOR SPACWQ 211Y W wood st'"t""' ub— 'c < i ) }�r PWDUCf2E ILI Fj mom Phil lk 02 NOTES: 1} REFER TO SHEET 8 OF 14 FOR GLAZING OPTIONS AND DP CHARTS, w( 2) REFER TO SHEETS JO& 11 OF 14 Mf10p SUCKS AND METAL SlRql;7U 'E"A i;W IND] DT, r., V1 FOR 14CRIZONTAL CROSS-SECTION DETAILS. SUPPORT LOADS I I T 3) FOR MAX. ANCHOR SPACINGS. STRUCTURE" -4 REFER TO SHEET 8 OF '14 Fell THEM TO fall x i TYPICAL ANCHORSELEV; W &, - - -.v - ­­ -fk,FOR SPACING a 1 1. S.M.S. (Into 2K) 1 filZ fl�%[-44� INTO METAL STRUCTURES 1/4"-ORILLFtEx 5EIF -4 5TEEL : 12 GA. MIN. (Fy ALU-VINIJM . 1/8' THK. MIN. �(56i3 (STEEL IN CONTACT WITH AL6W'NUM-'Tb'jiL0WE0 OR FAlfrED) PERPWETE CAULKING INTO APPROVED MULLIONS (NO-'•SHlk'� gz- Ram PIS .4*.'--" ,3 (1/4") 1114TO CONCRETE AND MASONRY ','�' UK.(ELCO ULTRACON) 0 14 (1/4") it"I"a CONCRETE AND A (311s") INTO CONCRETE AND (aw qutou) A 1/4' WCON or APPROVED EWAt. BY EUq INTO WOOD STRUCTURE - fYPICA ANC 2 PER HORS T Wl 1 3/4' MIN, EMBED, INTO 32 W CoA--. e W INTO METAL STRUCTURE - 31 FROM 0CRhtR4 & SEE ELEVATION AT SHEET SEALANTS: a OF %4 FOR vAx spAciNa. TYPICAL AAN0JlCR$ 1.1 OAS FRAME AND VENT CORNERS ,,I SILL SCC ELtV. FCR SPA' SEALED 1-4711 WHITE/AlUMINUV�'09 ANCHOR TYPE CHART -IN-l"cW4ONC-"'*rf--lAuI min.) ANCHOR 011TIONS HUD-MLL; 1)4idk-n iijo-"*;t C.4-1. ELCO ULTRACOR 1/4- 2.85 ksi 4- 3.2 K51 BLULOEX, 3.2 Ksf ANCHOR TYPE CHART IN WIDOW BUCK (min.) ANCHOR OPTION HUD -SILL ELCa uLT 4CON i/4" SO 1.55 so I VOOD BUCKS NOT BY LAWSON IND. MUST SUSTAIN IMPOSED LOADS T%4' CAPCLEAR { ^, Fi IJJui. j j�] 1 A t- ° gooloGSie1 ADHESIVE j I 3 es m p ,•� z ' .e 4 +B 71I6•-H.S.. LAMINATED GLASS o a = y 6 7 p Npm o CLEAR SILICONE ADHESIVE 35 f DEBDIKC CIMOUND I t!e• MIN.FNJP}if: ENBED, 94T0 OX 2 STEEL WS REMoN z FOR FASTEh£RNOT£S AND d9. CHART W/ PRESSURES E bB aqi x C 0 r+ } KT:StZES AS UStFD !N OP >4 2B ELEVATION AT SHEET FOR' SHOWN CAN SHEET 0 OF 14 U N -� � � TOR FASTENER SPACDaG) C7 a 1 t`,{{!" 2XtT. it a o pN� < .. a 17 a . a _ 17 2 i- I •d a� s>r r — SCREEN QOOR PANEL --�� SCREEN DOOR PANEL i__•. .) + STEEL •q BAR READ. ON ,�� rt; p HSIZES AS USTED tN DP C a`3ry' (OPTIONAL) WPTIDNAL> D CHART WJ PRESSURES ; u C1T y j EXTERIOR SHOWN ON SHEET a of 14 e o —'`4 .+:. f%TER7TIR GRnDE i i/a- vo-.--m,� a , I q } '�11 DOOR VIDTH C182 7lRh PfRIHETER CRIfLKING �4' (MA.woo.)[+.�. Ewr:�.r q a Ia o 3D/3T — XXX NOTES: 1) REFER TO Si1EET & flP 14 m FQR Gi fNG OPTIO'V -mo cP CHARTS. 2) RErER 0 SHEEf 9 0 --14 t CROSS SECTION CETAILS. os i 3) REFER TO 5NEE7 9 OF-t4 I�� 1 VOGD aT1CUS NOT BY LRvsaN INC. FQR iYf+ICAL' 71NC}HQR'$ W;O NOTES, MUST SUS7AtN IMPOSED LOADS 4) REFER TOy SHEET 8 OF'.14 + j 7J16--H.S- LAMINATED CLASS �F, , FOR 114" GAPMAk ANCHOR 5P%1CDVG5. C e} �} T o •° """ "-^""^ CLEAR SILICONE ADHESIVE CDMAX. { �,..�.•-!( .LQIND MPOUND 1 i►&Oir[tCt ILCb t 'a `. a9aar{riyiAC.rAlit�aita b4dus se Ns a �j{{ 3 a.lie X e' Fki lPltl, S1iS,`VI �'�� � � �� (o vi tll - P ff P.T. 4' M DLCK; SE£ 519 b9'..: FIR FASTENER MOTES ANli Rd IFMDc ELEVATIOM RT SHEET 0 S FOR, p o FOR a 'ASTENER $PACINa 5 �, R a a q1 d 8 57 T5';'m °n• c'awa�i "ta 47 Imo„ !xI C. r� M SCREEN DMR y CGPTIONAL7 M EXTERIOR •_...._,,, •T._ xQ �� 1.3/s E%Tc"RTOR OR613C . 1� _ DOOR VIDTH f96h PERINE'TCR CAULKING TkH• £MBcO. 2Dr2T --- XX q t/4•" MAX. SHIM V4' TAPCON or APPROVED EQUAL BY FOR V/ 1 3/4• MIN. EMBER INTO 32 Ksl Con[. 6' F1iOM CORNERS & SEE ELEVATION AT SHEET S OF 14 FOR MAX• SPAtlllrl L 13 3 - _=----__t-___-cc-mCCEM 3RTCOt1E'701AESiVE""' BEDDING COMPOUND 4 ° 7 �39 1 .""^; �.F a•EXTERIOR-RAEE O y4- PERIMETER CAUUc(NG (UN. WED.) � TYPICAL ANCHORS IN PAIRS I� TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACLNr SEE CLEV. FOR SPACING 1 /4- MAX. � Ct FSHIM SH}M nuM�il.css � CLEAR J BEODDIO NOTE.. STEEL BARS REOD. AS LISTED IN OP c•MY Y!/ PRESSURES SNOWY ON SHEET B OF 14 9 S^„REI(NS OPOONAt zxTGRLQR TEST DOOR VIDTH C190 S/61) 4D/3T - XXXXP an��S'�jZUCTURE A7TACFiMENT 01'TAIL '4 NDTE: I 1, ALL STEEL IN CONTACT WNH • AL11M. TO BE PAINTED OR PLATED. • WETAL STRUCTURE 2• ETN- STRUCTURES: A� $TEFL : Fy 36 KSI MIN. ae _ (STEEL 12 GA. MIN. THICK - OADS' B) ALUMINUM : 6063-TS MIN. 4. a (AWN. O.075" MIN. THICK) � (RCN. TA1DE0-) E - -- :13 Al2 x 1 S/4' FiL/PHL SMS '' 4. 4 't/��• V/ ! T/A• MIN. EMBED INTO to ••a M 2X P.T. VOpp 9tICK =- FOR POCKET VIALLS Q Z o c SEE OPT1gNAL iNStgLLA71Tti �% • to p DETAILS AT SFT:CT 12 OF_74) ci SEE GENERAL NOTES 0 41 In Oa Yw 15&16AT KEET I OF 14. IA (Emg ast.) m a C7 o cu to If a zs 3B y r ; W( C4 o CQ ------------ 1 POCKET DL•PiH H o a o : o )° 4 So NOTES: 1) REFER TO SHEET $ OF 44 e FOR C1Az.NG ;OPTIONS VINO OP CHARTS. '4 *j n n 2) REFER TQ SHEET B pF '14 FOR YEtfT1CAE 'CROSS SECTION DETAILS. r u 0 FOR MCAC ANCHORS AND NOTES. zv y" 4) RUER TO SHEET B DF-"7A t w m v d FOR MAX, ANGFIOR Spt1CINGS, Zi g S S P ,(d al t m ci m 221 a i46xn5ie!':AY?gsp7a 86WGlB[JIAgYA16TTxik+aiDA. „ • • /'e ;� 1 ! r s, ��LL�""��������JJ����]]�� - dlt+tko K'C fJc•, ,` 1 { _SCREEN DOOR PANEL _ {.Y. (OPTIONAL) 4:t q SGD-9200 BILL OF MATERIALS — 2 & 3 TRACK FRAME ITEM jI PART p QTY.- DESCRIPTION REMARKS 1 L-9211 - M 1 2 TRACK FRAME BEAD 6063-T6 ALUMINUM 1.2 L-921I 1 2 TRACK FRAME HEAD tMulti-Slide) 6063-TG ALUMINUM 2 L-9206 1 2 TRACK FRAME SILL 6063-T5 ALUMINUM 3 L-92I2 2 2 TRACK FRAME JAMB 6063-T5 ALUMINUM 4 L-92D4 I X PANEL PANEL TOP RAIL 6063-T5 ALUMINUM 5 L-920S I X PANEL PANEL'BOTTUM. RAIL 6063-TS ALUMINUM 6 L-9201 1 _ PANEL LOCK STILE 6063-T6 ALUMINUM 7 L-9202 I PANEL INTERIOR INTERLOCK 6063-T6 ALUMINUM B L-9203 1 PANEL EXTERIOR INTERLOCK 6063-TG ALUMINUM 9 L-9207 I PANEL ASTRAGAL 6063-TS ALUMINUM 10 L-9209 AS REO'D• ALUMINUM GLAZING BEAD 6063-75 ALUMINUM 11 L-9214 1 3 TRACK FRAME HEAD 6063-T6 ALUMINUM 12 L-9208 1 3 TRACK FRAME SILL 6063-T5ALUMINUM 13 L-9213 2 3 TRACK FRAME JAMB 6063-75 ALUMINUM 14 PUS-016 AS RE0'D. BUT -TOM RAIL WTS'P ULTRAFAB 0011675713K 15 PWS-009 AS REWD, PANEL TOP RAIL WTS'P .187'x,310' (7930-6001-1) 16 PNS-003 AS REO'D. FIN SEAL WEATHERSTRIP (7820-6001-9). 17 VVS-004 AS REWD, BULB VINYL tFPVC) 1/4' O.D. 16 L-9016 2 SELF ADHESIVE PILE PAD 13/16' X 1 1/2' 19 HC-046 2 MVO. PANEL TANDEM ROLLER 2 X. €A. MVG. BOT. RAIL 20 FS-003 2 ROLLER ATTACHMENT SCREW de X 1/2' FSVPHIL. 21 AR-008 2X PANEL PANEL 'C' TRACK CLIP 6063-T6 ALUMINUM 2a FS-042 AS REOD, 'C- TRACK ATTACHMENT SCREW '410 X 1' SMS FHJPHIL. 23 L-9018 1 X ANCHOR FIXED PANEL JAMB CLIP 6063-T5 ALUMINUM 24 FS-011 1 X CLIP F:1XED PANEL CLIP SCREW HID X 5/8' PH/PH1L. 25 AR-020 K INTERLOCK STEEL REIW12RCEIAZNT 1/2' X 1 1/4' t36 K317 26 AR-021 x ASTRAGAL STEEL REINFORCEMENT 1/2- X T 1/2' t36 KSI) 27 AR-024 r INTERLOCK STEEL REINFORCEMENT 3/O' X V (36 KSI) 28 HC-047 I MORTISE. LOCK HARDWARE W/ HANDLES 8, KEEPER 29 ■ I x Panel 7/16' Laminated H.S- Glass See Glazing Details 30 L-9022 x ASTRAGAL PANEL SILL CLIP 6063-T5 ALUMINUM 31 L-9215 i POCKET JAMB HOOK 6063-TS ALUMINUM 32 SM-5731 w NEUTRAL CURE SILICONE Schnee -Morehead 5731 33 DC-899 AS REWD. NEUTRAL CURE SILICONE Dow Corning 899 34 x x NEUTRAL CURE SILICONE Tremco Spectres 2 35 HC-045 2 NYLON PLUG S .480' HOLE > RIGID PVC 36 HC-043 2X PANEL NYLG.N TOP GUIDE RIGID PVC 37 FS-005 AS REO'D, FRAME ASSEMBLY SCREWS 48 X 1/2' P.H. P.HILLIPS 38 FS-013 AS RE01). PANEL ASSEMBLY SCREWS U10 X V P.H. PHILLIPS 39 FS-014 AS READ. INSTALLATION SCREWS 1112 X 1 3/4' F.H./PHIL. 40 PL 75,6020 AS REWD. GLAZING SETTING BLOCK SOFT PVC 1/8' x I/8' 1r 2'L. 41 x - SCREEN PANEL K 42 SM-5504 AS REWI). jOINT SEALANT Schnee -Morehead 5504 43 v • PERIMETER CAULKING OSI PELYSEAMSEAL i4 1PRODUCT LABEL x 1 OR ANCHOR TYPES SEE NOTES AT SHEETS 3. 2. FOR POCKET WALLS SEE 6'Eh'ERAL INTERIOR NOTES (15 16 AT SH°Er r oT fa TYP Cqi ! NCHORS 6 ' • INTERIOR 0f c e v O 0i c AT 8 O:C_ -- SEE £LLti: o 35 moo C L] w ' SPADING o•• v 6 g S U) o 6 Tn q' 17 t7 O a 1 ZNf - -- .� 31 Opa o. a�0�a 1 < Z�W 16 F- to O O CQ to STEEL GAR RE ON i7 �S11 USIED W/ DP 60ps a EXTERIOR 4 TYPICAL ANCHORS 0 ARDVE ~ ¢ u z o a AT 8"• O.C. - ... ___._-_ SEE ELEV. _._( p. FOR SPACING - O ..] 1 /4" MAX. . - % 1 3/4" MIN. �a O EMBED. EXTERIOR. ¢ POCKET D00'1 HCaOK ATTACHMEKT DE'I`A;ILS Z U) R D�mm tt:Bud�ca A', tUxq 73 0"wo smirmem - 1r1S D-M 'trar]eytwp),Psi 16f0 004 Uif.m Fkpzuio.,n 340D 11-m Maio uskz 100%elmgxim PSI 745,0 Db38 !m t1rilUarcs •3f.0 D.746 2. FPVC UM G Aogd Na 7207.7 P - '— AST6INO- D_wufIfsJma 'Al. In'. TS Dam Spy Crt iry I.* U70I ycm:8n8mo0d�, PS7 1640 D4N uwmttv_p1i0-)% 321.0 Ulm No1u4a 1009tPtoMWOm,1'SI 704 D-08 Iw Anlumxax -3R0 1) -t. 1f4NBDDe I RIcYlBiGA o +,g "I rgi N Irsco:lP!)feyni16 dk 8klldc N 1 S E.Aqwpftpt, k'=FisxYoerf7 u a$ 9 x z )� € bi !ER'iF•w8WPr"_ ` o k m � ,(� •✓rr 3.625 �_..� 067.-61 E }.000 y 1.004 0 r+ o .062 o E$§>f4Eno� j .376 r 3,500 1.218Ll mce V f� m. o .L 3� 062 �7.594 w � n � � c�oi tQ~V � TWO TRACK HEAD AT SHEETS B. & 9. MULTI-SLSQE FRAME HEAD � C •687� •FRAME JAtuf6 � FlME TOP CORNER PANEL FfJP r�bttP1R; I .4 o c a a e 090�� �" • 12 1,687 094 t 131 2 } i90 .062 2.250 0 'C1Y0 TRACK FRAME }" + 559 lfAik°n' o a I�-----4.154 FRAME SILL 150 INTERIOR INTERLOCK r 11p�[ �16 ai .390� 1. 41 jj+ 2.708 � ISO rn. 062 1.132 ! L 2.G00 G62 .894 2.039 1 1.590 U94 PANI1 ROfTOAA' QRN R e' N N 3 1.667 ry g x> "�' N PANEL TOP RAIL. PANEL $6TiOM RAtI EXTER;OR tN7ERLOCK -"'� � J7 !4S(1DUClR6Y16$FA �Waampb'}+�ettitY16c1ifarLr, 5 � a� ri w m � 180 I r 2.686 � - --- -� .844 2.280 i 494 FRAMs BOTTOM C4RNfR..����. n1 QM~ NND 1 -12I 2 .o S Fta�itrn(aoDcm z ` s s z ` ? � � a 8 1 O6?. tATIZ42—� 1.617 1,710 J a a .4 ? oilu W S .616 �j GLASS STOP LOCK STR£ ASTRAGAL STILE ,ol:'' k,✓ t cµ t1t•,F 531 52° 580 .875 �""""� -3A00m 1.250 �1251 1.142 0. .124� I= PANEL CLIP AS7ill1GA4 RTAIN£R SiLL RISER 5,244 1.0100 J�.� 1.5I00 .Oar u FRAME HEAD 2.250 ,oe2 500 , t FRAME SILLIP ` tA00 iF �- � i.250 .062 Zs INTERLGCK REINFORCING ..576 500 �--� 5.094 t•2te- 1.500 —+26 i ASTRAGAL REINFORCING 588 @ y 13 1 FRAME .;AMB { _� a .500 INTERLOCK REINFORCING .527 2,094-� 1.a76 I E tao .9ss 670 37 Pocket 'P' Hook "C' CLIP O FRAME 8pTiQM CORNER qp p 0 w mom �}q Z V jjo Go m N ^d ra vo oaf 6 C O t'� I._ �u y mC � a 0 R i ut