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HomeMy WebLinkAboutProduct Approval (4) 3 MIAMI•QADE MIA.MI—DADE COUNTY,FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.2ov/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 AHJ may immediately revoke, modify, or suspend the'use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade.County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series"SDG-9200"Aluminum Sliding Glass Door—L.M.I. APPROVAL DOCUMENT: Drawing No. L9200-1201, titled "Series 5GD-9200 Aluminum Sliding Glass Door (LMI)", sheets 1 through 14 of 14, prepared by manufacture, dated 09/25/12, with the latest revision "A", dated 01/15/13, signed and sealed by Thomas J. Soto,P. E., bearing the Miami—Dade County Product Control Section Renewal stamp with the Notice of Acceptance number and Expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami—Dade,County Product Control Approved", unless otherwise noted herein. REVISION of this NOA shall be considered after.a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date_.or if.there has been a-revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement.., of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure. to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami—Dade County, Florida, and followed by the expiration `date may be displayed in advertising literature..If.any portion of the NOA is displayed,then it shall be'done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA's No.'s 12-0127.06 and 12=0127.24 and consists of this page 1 and evidence pages E-1,R2,E-3 and E-4,as well as approval document mentioned above.. The submitted documentation was reviewed by Jaime D.Gasc6u,P.E. NOA No. 12-1204.12 Expiration Date: February 13,2018 Mu4t��•nAue,cout�T�r �� `t Approval Date: January 31,2013 Page 1 f,. / i NDAILL E. STGIFFT A E ITECTSI PA AASA '�379 AFM1i165 AM ®REVISE&RESUBMIT ®APPROVED AS CORRECTED E" REJECTED This revia;v;G only for general conformance with t,o design concept of the pro�ct and gene al comp{lance svifn the information given in the contrast d-murea Comeeione,or comments rsade on'.zo shcp drmvings during / thi.,r?.i°im,do not relieve the contractor from compiiYu 4.,h the requira- n a:As off tha Flans and specifications.Approaal of a specific 11arn shall not j inc':udL�approval of an marnbly of whtdi the item is S cornPonent.Con- i trSUCT iSnesponsibbe for.Dimensions to be confmcd and ca,e±ated at the ;eb spa;InVY-matlon 13t pertains solely to the fabrication processes or to the rumns,methods,technigtas, sopences and procedures of construc- tton:coordination of the ,arir of ail other trades:and for performing all work in a safe and satisfactory manner. / DATE ���• BY: �I `�-�GC� / / / i / ,f f i 41AW MIAMI-DADE COUNTY,FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 209 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.govteconomv • Lawson Industries,Inc. 8501 NW 9&Street Medley,FL 33166 Y SCOPE: This NOA is'being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in.Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manlier,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the'use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION:Series"SDG-9200"Aluminum Sliding Glass Door-L.M.I. APPROVAL DOCUMENT: Drawing No. L9200-1201, titled "Series SGD-9200 Aluminum Sliding Glass Door (LM)", sheets 1 through 14 of 14, prepared by manufacture, dated 09/25/12, with the latest revision"A".dated 01115113,signed and sealed by Thomas J. Soto,P.E., bearing the Miami-Dade County Product Control Section Renewal stamp with the Notice of Acceptance number and Expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series,and following statement: "Miami Dade County Product Control Approved",unless otherwise noted herein. REVISION of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. , INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA's No.'s 12-0127.06 and 12-0127.24 and consists of this page 1 and evidence pages E-1,E-2,E--3 and E-4,as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. NOA No.12^-1204.12 tttp►rt t coutm 5,(yj4b Expiration Date: February 13,2019 • • t Lti1� Approval Date: January 31,2013 Page 1 �L� COPY Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. L9200-4201, titled "Series SGD-9200 Aluminum Sliding Glass Door (LMI)", sheets 1 through 14 of 14,prepared by manufacture, dated 09/25/12,with the latest revision"A",dated 01/15/13, 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 SOD, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-11-3269, dated 05116/11, HETI-11 3292, dated 10/20/11, HETI-11 3274, dated 10120/11, HETI-11 3329, dated 01/16/12, HETI-I2-4040, dated 10/12/12, HETI-12-4051, dated 06/13/12, BETI-12-4053 and HETI-12-4064, dated 09124/12,all signed and sealed by Rafael E..Droz-Sella,P.E. 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 01/16/12, BETI-124052, 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. 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 10112/12,signed and sealed by Rafael E.Droz-Seda,P.E. 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 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. BETI 11-3313,dated 10/20111,signed and sealed by Rafael E.Droz-Seda,P.E. Jaime D.Gascon,P.E. Product Control Section Supervisor NOA NO.12r-1204.12 Expiration Date: February 13,2018 Approval Date: January 31,2013 E-1 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(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 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. 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 FTL3078, dated 01/10/02, signed and sealed by Luis Figueredo, P.E.; FTL3525 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 2010, prepared by manufacture, dated 10/12/12, with the latest revision, dated 01/15/13, signed and sealed by Thomas J. Soto,P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 114624.01 issued to E.I.DuPont DeNemours.&Co.,Inc. for their"DuPont Butacite®PVB Interlayer"dated 09/08/11, expiring on 12/11/16. 4Z JeD.Gascon,P. . Product Control Section Supervisor NOA No.12-1204.12 Expiration Date: February 13,2018 Approval Date: January 31,2013 E-2 r Lawson Industries.,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS(coN wum) 2. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours.& Co., Inc. for their"DuPont SentryGlas®Interlayer"dated 08/25/11,expiring on 01/14/17. 3. Notice of Acceptance No. 11-1102.09 issued to,Solutia, Inc. for their "Saflex CP- Saflex and Saflex HP Composites Glass Interlayers with PET Core dated 06/14/12,expiring on 12/11/13. 4. Notice'of Acceptance No. 11-1102.10 issued to Solutia, Inc. for their "Saflex HP Clear or Color Glass Interlayers"dated 06/14/12,expiring on 04/14/13. 5. Notice of Acceptance No. 11-1102.11 issued to Solutia, Inc. for their "Saflex Clear . and Color Glass InterlayeW'dated 06/14/12,expiring on 05/21/16. F. STATEMENTS 1. 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. 2. 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,IIETI-11 3314,�,B ETI-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-124065, dated 01/15/13, issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E.Droz-Seda,P.E. 3. Laboratory compliance letters for Test Reports No.'s HETI-11 3269, dated 05116111, HETI--I1 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 06/13112, HETI-12-4052, dated 07/10/12, HETI 12-4053, dated 09/24/12, HETI-12-4054, 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. 4. Proposal issued by Product Control,dated 03/13/08,signed by Ishaq Chanda,P.E. Jaime D.Gascon, .E. Product Control Section Supervisor NOA No.12-1204.12 Expiration Date, February 13,2018 Approval Date: January 31,2013 E-3 Lawson Industries..Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONED) 5. 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. l (Submitted under previous NOA No. 02-1126.04) 6. 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) 7. 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. 12-0127.06, issued to-Lawson Industries, Inc. for their Series "SGD-9200 Aluminum Sliding Glass Door-L.M.I.", approved on 04/12/12 and expiring on 06/13/13. 2. Notice of Acceptance No. 12-4127.24, issued to Lawson Industries, Inc. for their Series "SGD-9200 Aluminum Sliding Glass Door-L.M.I.';approved on 04/12/12 and expiring on 02/13/13. Jaime D.Gascon,YE_. Product Control Section Supervisor NOA No.12--1204.12 Expiration Date: February 13,2018 E-4 Approval Date: January 31,2013 biuLTl-SLIDE DOOR ELEVATIONS'WITH & WITHO T PO K TS SERIES SGD-9200 SEE 9FL6P SEE BROW SEE BELOW SEE BELOW ��,E f "m`, fi"D`E"',� "'T``=�� IMPACT SLIDING GLASS DOOR i N _m o 4 v 0 1 .A o • ' General Notes: Rm y M z v '0 o- •' b O• W o- •1 1. Tffi9 DOOR SYSTEM IS DESIGNED AND TESTED 10 COMPLY W THE �1 a, O S A1� d1 b O• O. i i i` O• O• O• O• 1 ). _ / e q O •O •O oA i3 •O •O •O •O of HURRICANE ZONEFVELOCITY(HVHZ)AND AMU I300D04.THIS PRODUCEE INCLUDING N-9w mC,o�1 k Q ~ T O• &11 iE O• •O i O• O• •O •O BIPACT RESISTANT. (SHUTTERS NOT REQUIRED) ;_ W X-LP o RP-X 2D/2T - N T T 4D/3T XXXX or 4D/2T T 2.)WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING 2, d XX-LP or RP-XX or LP-XX 7 RP LP-XXXX or RP-XXXX or LP-XXXX-RP RESISTS THE SUPERIMPOSED WADS IN ACCORDANCE WITH THE REQUIREMENTS - 1 F.B.C.6•.TO BE REVIEWED BY BUILDING OFFICIALAANCHORS o 2 U s n 3.)OF203ANCHORS .B.C. ABOVE ARE IAS LIFED TEST UNR9. ANCHORS ON ALL ODOR L` 1 D 2T - RP SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER(D.C.)AND y V P i _ 2D/2TT DPEf 5lIOiEP AS TABULATED ON SHEETS 2,6,dt B of 14. o (LEFT POCCPOCKET (LEFT POCKET OP 40/3T 4.)ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE To RE R A �' 47 BE REVI E ON A SITE SPECIFIC BASIS,UNDER A SEPARATE APPROVAL AND TO BE REV1E11ED BY BUILDING OFFICIAL � W 6.)A WAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF H ANCHORS INTO WOOD ONLY. NOTE E/� 20/2T- LP/RP 4D/2T 6.)DOORS ARE QUALIFIED FOR USE WITH SINGLE GLAZE H.S.LAYQIATED GLASS Z o --j - TYPES TABULATED HEREIN(SEE MOM g 2.6.&B).F SEE BELOV 7.)FOR OPTIONAL FRAME INSTAUA710M DETAILS SEE SHEETS 3,4,6,7,9:10, rT— Al NOTE/S E 11 OF 14. - �'^ 1 '4D�LP/OP BJ E%T.h ENT.FALSE COLONIAL YUNTINS ARE OPTIONAL 6 AND TO BE APPLIED V) •'J o W/SILICONE. �• 'O •O •O r•5A 9.)WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURZ TREATED AND O a• O• O• ANCHORED(BY OTHERS),PRIOR TO DOOR INSTALLATION.WOOD BUCKS TO BE a O •O •O •O 40 " ANCHORED IN COMPLIANCE WITH THE 2010 FEC CHAPTER 24, L• N 1. (A51rf POCItET 10.)APPROVAL APPLIES TO TWO TRACK AND THREE TRACK DOORS WITH FIXED A• O r �� T PANELS,ALL MOVING PANELS,INCLUDING WITH OR WITHOUT(IH-RH)POCKETS. LPDSDIX- XX or 11.)MULLING➢CONS WITH OTHER TYPES OF MAW-DADS COUNTY APPROVED NOTE& PRODUCTS llSMG A IRAYI-DADS.COUNTY APPROVED MULLION IN BETWEEN ARE W t)REFER TO SHEETS E OF 14 ACCEPTABLE BUT THE LOWER DESIGN PRESSURE FROM THE DOORS OR YUELL FOR CLAM OPTIONS AND DP CIWRS. 4O 2T- LP APPROVAL WILL APPLY TO THE ENTIRE YULED SYSTEM. - 0. 2)REFER TO SHEETS 9,10 h 11 OF 14 LEFT POCKET SHOWN / 12.)FOR METAL ATTACNHEAT DETAILS&NOTES SEE SHEETS/3,4,e,7,9,10,, $ 6 3D/!T FOR TYPICAL CROSS-SECTION DETAILS. (RGHF PoCREf OPPOSfE) 4 Il OF 34. J)REFER TO SHEETS 9 OF 114 e FOR IYPIGV.ANCHORS AND NOTES. 13.)ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTTER DISSIYHAR MATERIALS 4) EEAEL STACK SLE. CONFIGURATIONS ARE TO BE PAINTED OR PLATED AND SHALL TINE!THE 201E FLORIDA BLDG.CODE. �. g• y8 F j !) ER NDTESPo%13Tr1& SEE GENERAL 14. TO SHEET 11 O)POCKET DOOR CONFIGURATIONS ARE AS SF l4 FOR ADDITIONAL DETAILS.HOWN ON SHEET B OF 14,RE D/JT- LP n i J 16.)POCKET WAWS ARE NOT PART OF THIS APPROVAL i 18.)POCKET NALIS SHAM BE UNDER SEPARATE APPROVAL AND 70 Be REVIEWED BY THE ENGINEER OF RECORD(EOR). ? S w's LAMINATED G[ASS >� IA12GS 11ISSII,E IMPACT 2 d S o- a Q• IMGESWITH LAMINATED Y591LE IMPACT AND REOUIRESNO SSH RATED UT r. <"�•t� ..�jy 6 4.1 2D/2T- XO 20/2T-Ox 3D/27- OXO 4D/2T - O%%%O� Aiyn W •a� 2 DOOR .,,' ¢• OR:4 DOOR HiODUCERLtdgWBD gg E� ,rt:j o Ea. 1)REFER TO SHEETS 2 OF 14 FOR i�To SHEETS S OF 14 FOR 5—a"-a-z' ,'' 'FOROWING OPTIONS AND OF CHARTS. GLAZING OPTIONS AND DP CHART&2)REFER TO SHEETS!k 4 OF 142)REFER 70 SHEETS 6 h 7 OF 14FOR TYPICAL EETS3 SECTION fIETutS. - FOR TYPICAL CROSS-SECTION DETAILS. JIREFER TO SHEETS!OF 14 J)REFER TO SHEETS B 0i 14FORTYPICLANCHORS AND NGTES. FOR MACAL ANCHO S AND NOTES. . J DESIGN LOAD CAPACITY - PSF(STD. 2 1/4"BILL) 98 3/8-MAX. NOICNIL DOOR SIZES DOOR WIDTH WIDTH KOCHf GLASS TYPE'A'GLASS TYPE'B' CLASS TYPE'C'CUSS TYPE'D' a MAN. FT./N. EXT,(+) IM.(-) Off.(+) MT.(-) En.(+) M.(-) UT.(+) PIT:(-) 13 1/4•MAX, CwSM to g/p SPACtaO UwA1m,_ (NO SIE EI.) fi/8 O TYP. SE rot t HDSILL56.7 95.0 56 65.0 56.7 85.0 58.7 7i0 tntfo 4� 6 HEAD/SILL6/0 CORNERS STEEL) 6/8 58.7 9510 58.7 Gip 56 85.0 567 7i0 6 yy3�N OO oy - C Q tt 8/0 6/8 56.7 85.0 56.7 70.0 56.7 788 56.7 68.8 z = Yi d (WITH STEEL) o 8ro STEEL) 8/0 56.7 55.0 1 56.7 65.0 7/16'UM.GLASS ' Ch DESIGN LOAD CAPACITY-PSF(WITH 3"SRI RISER) � c ,j D �j �� � o moulam.WIDTH DOO HEIGHT CLASS TYPE'A' GLASS TYPE'8'CLAS3 TYPE VIGIASS TYPE'D' z Fr IN rt EXf.(+) INf.(-) W.(+) on.(-) ExT.(+) INf.(-) EXT.(+) PIT.(-) � I� -1 lZD FmSsrzEL) s/e 7u7 95.0 65.0 65.0 76.7 fis o 75.0 lip _ ° ` O (NOSTEEL) I 6/8 757 95.0 65.0 65A 76.7 •85.0 75.0 75.0 ¢ Q o I. �Ste) 6/8 76.7 85.0 70.0 700 76.7 788 bfi8 68.8 s1[O.aERraRr�c °O '�REDO.' GGG NEW 8/0 6i0 65.0 65.0 65.0 x x I. x $ SM CMU Ar 1ER ;z o [ X e `1 a� �gye NQIES: 1)REFER TO SHEETS 3 k 4 OF 14 / FOR TYPICAL CROSS-SECIIpN DETAILS. -0 } 2)REFER TO SNEE75}OF 14 D.L.OPG. F Z F e FOR TYPUi1L ANCHORS AND NOTES. So.MAX 5o'MAX. PANEL WIDTH MAX.D.LO.: GULINATED GLASS PANEL WIDTH ry 6 • i 6/0 X 6/8 32-3/4-X 74-3/4- LARCB IASSILE 41PACT 2 DOOR - TWO TRA K T: a c XO OX 8/0 X 6/8 44-3/4'X 74-3/4' 'x0' TYPIC L LEVATION 4 $ APPROVED CONPI-11rzeTInMG 8/0 X 8/0= 44-3/4'X 90-3/4" ppOR3 ClA2ED WpH IAkINATED C1A53 RATED FOR TESTED UNIT tl3 (FOR PANEL STACK CONFIGURATIONS SEE SHEET/.) LARGE ML55RE WPACi AND REQUIRE NO SHUTTERS. ` g �BV1B NNrL-0 91AB NN+E-1� sum wm-Q /1D 11UT SpiEN'D GLASS rJ/le•NUT STRDfD(LASS 3/I0•HEAT SIFMM CLASS 3/10'HEAT STREN'D OtAn . ODD MrERLAYER 080 PY9 MMR1AYER 090 S61FI1 W ` D9O PVB SAREY tluvmt S. 4 w,., Char a Cob,We NNrbTv I.J.pylynt WlManis�i k Co..be. W , EOI�WPent�DeHa.�roun GLa..No �yt �lF.SWide N�cGw4 MI W �W SaIWb.Me. 01 3/16•HEAT Sf�N'D MASS =Cm r3/10'HEAT SrREWD PASS tm i 3/le'HEAT STIETFD oIASS r3/1e•IR'AT SIRDfD GLASS 4�5�g11 it a3 p�4� SCKKEE-NORENUm S7J1 =t� SIXbNE �t1�CMCOWNG an SNCONE S N I 1 SNCDNE f 'yO,�� I ] S;NNEE-WRENEN 5]J1 S 5tlo$E-YORENUO 0]Jl SCIv1EE-MREI 5731 ppjj O LL L�� t> ItOYCO NSPECMUM 9 N° TREY SPECTRUM 9 io a REI CORNDAi 699 iD m , 'OOW M SPEC 099 M 'O.Q) � TR[YCO SPECIROY 2 h TRCIA;O SPCCTRW i 0y$T � 0 6s,a sAss TYPE!AlcTASR TYPR R' cuss TYPe C. cuss rvPe•D fe GLAZING DETAILS c Mind ftod_ Ca 1 TYPICAL ANCHORS 4TYR ASGS tEEY.EDR SPKNC V Yin. 1YPAAL ANCHM a PAWS META.Edge Diet. SEE ELE,EDR VACHO 11PKAG ANDWRS w PAWS STRUCTURE • WOOD BUCK .a IS Ip ci Y. to _ _, ___ t x� J 4'Yin. �esa.•..mrs A71AG7flfRNY naTA . 3 W� $ �� M O to o 1'Min. Edge Dial. 7,HL sai>.w CONTACT 7RTx d jk A TIPIA ANDDRS a PARS A UY,70 fE PAa m OR qA E0. CD O 1 Edge Dist. TYP•) aft FOR SPMR4 TTPAGR.AHOgIS x PAWS 2,MCTN,sT1AleMRLs: Y z p SCE k A MDR SPIN FA A>s,CEI:Fy b F9 WN. N 8 + IS,EL 12 G YN,TH".a,0ay 2 Q Y mw W AWYIVI/M:806]-TS; 1 ' I 2ST W-6 Suck•-'JAllrkO(•a IµW.0.0TB•YR4 THIGH g Via) SEE E SDP MTE NTE IWkNGA 1 AO{ 2/1A'-tAWAN clas � s ._ - NOTLS T)REFER TO SHEET 2 OF 14 Edge Dist. p U FOR OEKWG OPTIONS AND OP CHARTS, �2)REFER TO SHEET a OF 14 e4 j u a g FOR HORIZONTAL CROSS-SECTION DETAILS. WODO SUCAS AND YELL STRVCIUR,S HOT BY LAWSON pA. O w NW n p O I I J)REFER TO SHEET 2 OF t4 C7 FOR MAX ANCHOR SPAONGS; MUST SUPPORT ums, asw DI mam SYSTE.AND Uy J W TRANSFER THEM TO TIE BUILDING SiRUCRWE. I 'y'yp�I.AUCRORc; SEE ELFV,AT SHEET 8 FOR SPACING 8 g sy2i y� D I ANCYOR CRART AN CONC,-mAsoNRY min. V¢Wi e1+Tb1A RFAD-at1 7Y0�bO IYE� WrvM• q y; �C$ K4 CICO ATR CDx' ,/4• ,/A' T 5/4* ,' N IP.AGDOI 114• - 1 3/4• 4• 7.2 N6 N y S w 6UADDI - /IN 1 1/4• I..NM E j rl h ANCHOR TYPE Vac 1N BE ODD BUCK min. !cTe pg 1 ' 1 I/16•a,/B• YI yZj m LNICHISR OPTION!IRAD-Sm 1-1- E•ir h tTa a A! d AOxfR�ED To SILL +,•' w EM ULTRKW v.• y t v.• ,• .SS SG ,BIB -b$ 61 9 y 1 I s 'wrtx sacaNE �y %am ,/•' ,µ• I,/4- FULL LENGTH OF wrrc slls Ekbe 2,y a n2 I Ile T• Im se, I A••Me n sxT DRI, TENS t INTO ME .STRUCTURES <YAsfFmM D:dc ® 2 STEEL;12 UK (Y (FT. S KSM WN.) p1111UF ALUMWUM:I/1/8'TNIf.UK6061-15 YIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 4\ / ... 4 2 a . 0.•........,,,,y/p INTO APPROVED EDC TLLIONS(NO SHIM SPACE) ���• m G�y oil-j..... - (1/s7 INTO CDNCRETE AND MASONRY-1•Met(EILO YLTRACON) 'w b •ap (i/A7 IWO CONCRETE AND MASONRY�1'UK(OW SWLOEA) .4 �!• '+ -'• _ y'4:•'� WIG.)LIFT,CONCRETE AND MASONRY.J•MIN.(DW MUMS) ••4 ,• •• Y4' TAPCDI o—APPRpVEO EfAW.)A E0R IVTO MOOD STRUCTURE:JI MK PL e '. • VJ 7•NUI EMyEa UNTO 7P,ta Cvq.@ t: 0110 MEGL STRUCTURE if FRO.COiNERS SCE ELCVA71D1 AT yMET F7 .. Non-Sk.gk•Non-1wmr. .a IYPRAL x I4 FOR s,m AAA.ePKINa FRAY VENT CORNERS AND INSTALLATION SCREWS AT SILL M.MDR SP PA , •• j0\ <O,ia a,r.,mun SEALED VATH WI ITEIALUMINUM COLORED SEALANT, a SEE ElEV.M SPACING y .+ g oCC 0 JEU-*AH RNRS ^3 h a MAX. � o ' F i/t'YA%. a o 2 Q rA SHIM =(`•' y (dye o •,•L• , I e�� C rl STRUCTLmg ATfACHUM DETAIL m i EUD W i c L. 0 IN CONTACT WRH ` l z N UY,TO BE PANTED OR PLATED. GT o METALTAI STRUCTURES: /STRU STEEL:FysN. mT ALUMINUM:6063-TS YIN. .UM.0.078•YIN.THICK) r1 a z a cf ac z NOTES:1)REFER TO SHEET 2 OF 14 A FOR GlO21HG OPTIONS AND DP GNARLS. .L ON7 S 2)REFER TO T SNEER J OF 14 4' I SEETYPKAL ANC110R5 w PAWS FOR R TO VERTICAL ER 3 OF 1C110N DETAILS. Q £ SEE ELEV.fOR SPACWO J)REFER TO SHEET 3 Q<is i C7 F PANEL WIDTH FOR TYPICAL ANCHORS AND NOTES. Tq 4)REFER TO SNEER 2 OF 14 MAX. © O FOR YA%.ANCHOR SPACINGS. .. 6 SHIM 1/4•SHIM MAX. 'R 6 D.L OPG. •hF+cv.ANC1OR4 w vNRs �g} T J •$(E E1FY.FOR SPAONO fl 0 r h a h$ A L i — 9 a STRUCIUR 8 1D s ---- s�aP,L.- -- m .•g••, .3�NO��� D.L OPG. 1W R:EO�D.ON ® auPT6 SRCfi PANEL WIDTH 18Tem Q6'A ON SHEET 2 OF N . SILTERIOR OTOr 2D/2T — XO (Sh nOLk OW )DODR WDTH AreNo Z— p �2 ? 20�0 2D/2T — OX (Reversed) � , 1•......... 0 mL�LDRx1+mw+c "'�uunm� � 0 NOTE TWO TRACK FRAME DOOR CONFIGURATIONS OF 196 1/4'MAX. @ MORE THAN FOUR PANELS USING STILE ^. COMBINATIONS SHOWN IN THESE DETAILS 13'MAX.TYP. DOOR WIDTH CIUSTER OF MAY ALSO BE APPROVED(EXAMPLE OOXX00). AT HEAD/SILL A AIR`' 6'MAX.TYP,A7 SULE ENDS A iH,HEAD SILL CORNERS bo o Ll 4- -C. e ' 7/16'omw7 LAW GLASS 1 �ad 2 CD z o OxxO z "'vi Hs�x po C t ~ a g OxO t 1 � o�� I L APPROVED CONFIGURATIONS (FOR PANEL;STACK CONFIGURATIONS SEE SHEET 1.) t ( a �,5TE0.RONiOROtA p i t t AEW N ewe WH L(?) p t ]{ 3/16'MCAT STREN'D CLASSLQ ' t AS 090 P19 INTMAYM _ / I IES 1fj ,: r :FIWFmI�aN vN t fb.Lz 44 3/4•MAX. EQIES: 3/16'HW SUM WAS t 5i W MAX.. D.L OPG' 1)REFER TO SHEETS 6 h 7 OF 14 SAICONE PANEL WIDTH FOR TYPICAL CROSS-SECTION DETAILS. U S 3[ SOINQ'-YOROfEtG S)31 50' 2)REFER TO SHEETS 6 OF 14 ^ ap OWN CDR"Egg PANEL WIDTH FOR TYPICAL ANCHORS AND NOTES. n 7Rf3X:D sPEc1RUM 2 4 DOOR - TWO TRACK 40 •OXXO'il•PICAL ELEVATION LAMINATED GLASS Y t i yy TESTED UNIT LARGE MISSILE IMPACT DOORS GUtED WITH LAMWATED GLASS RA GLASS TYPE•e' TED FOR 9 B DESIGN IAAD CAPAC TY- PSF LARGE Y69LE IMPACT AND REOURE NO SHUfiERS. 1$ GLASS TYPES'A' OR'D' 7d i BULB Wm-@ r sTTTwD MASS PANEL WIDTH DOOR HOW STANDARD SILL 2-1/4'mi 3"RISER ptOaOCERF�*&weD •1$1' ZN INTMAM Fr4a rr•/gT• EXT.(+) INT.(-) EXT.(+) EXT.(+) INT.(-) I ��1mFluteN +I u d DAa4-s.myrAo7a 6r•E.I. AmytmTO Hu - yr4/B2 <r . Z w aurae 0~-a Ca.us. 2/6 40,7 60.0 56.7 60.0 60.0 /gyp 11 Fr z m 3/1V HEAT STREN'D GLASS 3/0 40,7 60.0 56.7 60A 60.0 SOME a�-upREHFAO 5731 3/6 40.7 60.0 56.7 60.0 60.0 •�,.• '•O 1 u 2 4/0 6/B 40.7 60.0 56.7 60.0 60.0 o�t�L9 p pj4 4/6 40.7 604 56,7 60.0 60.04/11 4D.7 60.0 56.7 60.0 1 60.0 ppC t�0 PANEL MAX. D.LO.: �- 2/6 40.7 60.0 56.7 80.0 60.0 60.10jig,j"•, e3�p 7/0 X 6/8 =32-3/4'X 74-3/4' 3/0 40.7 60.0 58.7 60.0 60.0 60.0 4/0 X 6/8 =44-3/4'X 74-3/4' e y�iA4 4i P MASS 7WR'A• 3/6 9/U 40.7 MO 56.7 60.0 60'0 60.0 4/11 X 6{8-55-3/4'X 74-3/4' � tt HAZING DEFAIL^� 4/0 40.7 60.0 56.7 60.0 60.0 60.0 3/0 X 8/0 32-3/4'X 90-3/4' T a / 4/0 x 8/0-44-3/4'X 90-3/4' � J TYPGLL ANCHORS 01 PAIRS I YEML 1 SEE fIEV.FOR SPACING Ed Oe DBL d PAWS T.p�AHCWRS INF PNRs STRUCILRiE ^ 3 D )m-wan SPNSRGDLV,FOITTwo.YIN. ..TYP.' '•<� Gin Cg o 6 z. .. _ z CO $ ,_.Ar)1reLYr.*N.AnAnnarr eeT n- is s 13 4-Yin. NOrC Tl r Yin. Edge Disl. ,.Yu sTBa E OONTACf M,x e IYPC'AL ANCHORS d PARS NLY.TD PANTED OR PIAlF11. Edge Dist YP•) ¢OlV.FOR SPACING IYPrAL NA1016 d PARS I'A,[ET ray-sae Rv Yx z 5¢EIEV-FON SPACNG C1,01)x w Yd.TMCK.O.las•) G 4 B)ALUI¢VW SO63-Ts YN. ,0 IBr hood Buc/SwmOeb w (NUM 0-0)6-Yd.TMM) (A I mu ' I 1 isS,A)'..Rrn) �uPNaa°�n"iE Rw O � z � , I I I 7/16'4ANRNT[0 WSSI• 4 Zp I .Y 3 4-Min. \. Edge Dist. N NOTES:1)REFER TO SHEEP 5 OF 1T OM FOR GAZING OPTIONS AND DP CHARTS. 4 0 Si ti 0 b I 2)REFER RI HOEETRIZONTAL T OF 14 WOOD BUCKS AND METAL STRUCTURES NOT BY LAWSON MD. Q O FOR NOO SHEET CROSS-SECTION DETAILS. 74 CS 3)REFER TO SHEET S OF is; MUST SUPPORT L0A05 IMPOSED BY GLAZING SYSTEM AND (q = FOR MAX.ANCHOR SPACMGS.4 TRANSFER THEM TO THE BUT-OTO STRUCLJRE. TYPICAL ANCHORS: SEE�EIty.AT SHEEP 8 FOR SPACING 8 g ANCHOR We CHAIR IN CONC.or MASONRY min. ^ I N NAmman omnmwRuo-Sei line am 94P D^ernb ry 1(Z �8 C Q [ILO ULTRACON t/.• t/.- 1 3/4• t• ]aT w - C -� B11COOt i 1/r - I J/r T• ]2 Kd a OLRU)Ct - Ate 1 3/0 r 3 Kw 7^ ANCHOR TYPE CHART IN 211 WOOD RUCK a.. n I 1 t50.L6RIQR/6. W N e OPOOAO IRAO-8OL LI0 BmMmm rdP Er CI REIQiIYm y9 EREa 1,ItN �y W O.CO UU ACON t/•- t/4• 1 1/4• I• .ss SG �wb-�� = g ( 10 I S FI1LLRLacn° n `" eannu ,/•• ,/.• /I/a• T" or UNR sILL I sr.i .' 1• Ss SG I INTO DRI L'Y SELF nRr.,IH.r. nu I INTO METAL /4'STRUCTURES x L I STEEL:12 GAL MIN.(Fy-36 KSI YIN.) II,IIIIII/ ALUMINUM:1/8 •TKK.'MIN.(6063-TS MUM.) qT. 1 IP -t I (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PNNTEO) ��Og..*'-a3'�'yi MTO APPROVED MULLIONS(NO SHIM SPACE) d%y0)y •.A?Y�1 W TYHKJ, nT: OHSTANC I= )� C) �.a(1/4')DOO CONCRETE AND MASONRY.I'ION.(MCO ULTRACON) (w m CL •• •.•• •-•• (1/4-)INTO CONCRETE AND MASONRY.4-MM.(RUM BIRLDE%) y SO �� a{ 4''•` 3-MM,(GY(BUIIDEx) p Af.'.- s g •,�••'•••••�•� 27•p• TP6'AL ANOO16 AT O a O0 INTO W'OODOST�TREEE 1*MASONRY- 0- �••TO� r- a -••°' �a:••M4• TWCOV w APPROVED COWL tY C04 MX V/1•NM ENBEL M10 OE 10 co—B 6• I PER f� RYIO METAL STgUCNIS-J♦ YIN. �- S C•'•v�k • y OF I.FORSMLL SKtl�faArlOty Ar liccT awl : / /4NAA4 IqO ,, t G—I of W,bn-Y•104 ANCHORS d PAIRS, FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL e Groin A IRtmvn s Kw SEE E".FOR SPACING SEALED WAFT WHITE/ALUYMUM COLORED SEALANT. i 1 0"'`°H VACMPANEL WIDTH 1 1/4'SHIM 1/4'SHIM .L OPO 9 4 11 D.L.OPG. . ` 1 e ;• 3�R •t Ca 61 ` n ir h to 6 4 8 Ie t8 8 a t•� 7a u Z C� 0 w II C •.;• �` V 3 1 U) FF z ti) -- --- --- '••3' O w F scams OP1geML Cl L oac. D E EXTERIDR WIDTH �' D.L. ow O O O PANEL WIDTH —1 4D/2T — OXXO DOOR WIDTH - 0 G OTC gS i NOTE:1)REFER TO SHEET 5 OF/4 FOR GLAZING OPTIONS AND DP CHARTS. 2)REFER TO SHEET 6 OF 74 FOR VERTICAL CROSS-SECTION DETAILS. ])REFER m SHEET 6 OF 14 _ FOR TYPICAL ANCHORS AND NOTES. /4'SHIP 4)REFER TO SHEET 5 OF 14 PANEL WIDTH y CCp MAX. FOR MAX. ANCHOR SPACINGS / F A o C 1 d'SHIM ' Cc n Mom' '-I 05&RWI 4 S g D.L.OPG• T ) al 11 A e i t a n 8 a 1 qy iy 181.91 _ _ •Z Q ��• pp OC2 E D D.L. O EXTERIOR O PANEL WIDTH T'ROOUCTRGNeW® % •�'Z ^I 33D/2T — OXO 12 /�f� DOOR WIDTH 28�2 t/ty 4F1/T11••••`4 , s f,SEE O.W.MR AC PAIRS 1'll®iUnQe H'oAiC SEE o .FM ACM J 189 3/4 TEST DOOR WIDTH W/SINGLE POCKET F -_� A NON-POCKET MAX.WIDTH 191 1/4• - THREE TRACK FRAME DOOR CONFIGURATIONS OF CLUSTER OF 1 0 " MORE THAN FOUR PANELS USING STILE IJ 1/4•IAA1G.TIP. S.MAX.IYP. PocKEr wAu. F ° COMBINATIONS SHOWN W THESE DETNLS WY AT HEAD/SILL AT siu m —� ME N E ].7s �1� \ALSO BE APPRMO(E%ALIPLE 6D-3T XXXXXX). H �HFJ10/SILL CORNERS t1.,p.) I o• ' PocKET wAu. O o r SEE NOTE/3. X-RP or LP-x I tTEP') 1 I 1 i rn g Z q 07, 0. r ��a �� '} I D 1 1 0 1 %%or%%-RP or LP-%X r RP-X%-LP G0 n ; �(� i ''• y Z j ° o I F2 � �pJ�j xg I I ota ut v� o #A a°o'1� a t 7/lV OVDuu.GM.G.ts 5TA aORUokw+o. 1 I (L��.�p d o c I As RE4a 1 C , „ Imp 4 O O o��PoCNEr WALL ~ {'/ t�� 4 I + j 0 aCa O +�I rN� Lj N X E3 1 Jl X 1 )u am G c d i XXX or RP-XXX or LP-XXX I ; Q T ° F ;( { 43 1/2•MAX. 1i0 SHEETS 9.10 h 11 OF 14 44 3 4•MAX. D.4 OPC. 49 1/B•YAX. FOR TYPICU.CROSS-SECTION D.D.Ar EEE �.T� PANEL WIDTH PAN L WIDTH 2)REFER TO SHEETS 9 OF 14 II FOR TYPICAL ANCHORS MO NOTES. C' m O• O• o• a• i 4 DOOR — THREE TRACK 3) R POCKET WALLS SEE GENERAL NOTES .L. 1 0- iJ •o •a •o •o Pi PANEL MAX. DO.: FO /15 a 16 AT SHEET I OF 14. P.• R �$9 4, Q• •p ,-0 ! •XXXX• TYPICAL ELEVATON _ } r 3/0 X 6/8= 31-1/2"X 74-1/4" TESTED UNIT r %XXX or RP-XXXX or LP-XXXX or RP-XXXX-LP 4/0 X 6/8 v 43-1/2•X 74-1/4- h .1 3/O%8/0 31-1/2•%90-1/4' DOORS GLAZED WITH 1AMMNED CUSS RATED FOR i APPROVED CONFIGURATIONS 4/0 X 8/0 4J-1/2•X 90-1/4' a.MISSILE IMPACT AND REQUIRE NO SHUTTERS, 4 WITH & WITHOUT POCKETS 5 (FOR PANEL STACX CONFIGURATIONS SEE SHEET 1.) DP CAPACELY-PSP(Y 1/4•SILL) LIP CAPACITY-PST(Y SILL) LAMINATED GUW BC.B n ane v°rn-Q MOM DOOR WIDTH H SIM GIASB TYPE•A• OGSB TYPE'I'ow CIASR'TYPES'A' CI.ISB TYPB•8• LARGE MISSILE IMPACT s/18•HEAT STRFXD CLASS 3/16'WAY STREN'D C1155 R. FT./RI. DO.(a) INf.(-) EXT.(a) DIT.(-) IXT.(a) WI.(-) EXf.(a) W. 'S�CP aIn"°1%SRI4,HP 020 PVR RTTRUYCR 8/0(20R) e D 56.7 68A 56.7 6B.0 68.0 68A 680 68.0 8 Uvpanl 9utxflR n (W/ ) / d ly.SOLUTN,ae,er t STEEL) t b , Z�., avw,l e,1on14 aT:u. tN DuPont-snllpm!I>y: —I. h C.Ne. 4 DuPont DoNsnrour,a C0.1- 8/0(2DR) i m S/ILt'HUT 51RENb cuss 8/0 567 68.0 55.7 680 6810 6BA (•)68.0 68.0 , fIN1111p y N 3/18'HUT STREND CLASS vOg�, (W/2 STEEL) ,+.�,ta41 �L3!�y eo O$1oR CORNING w9 m U � aw (w/1 SQL) 8/0 56.7 GaO 567 68.0 - - SILO •61LO ,q�43•..••••••«,•.l�N��� I N ( 7qz) 8/0 567 SSO 56 B8ME, BID d�/z •6 •y .Lu m .Cz° i6/0(IDR) ODUCTRENEWED �/1 ) B/D s1, so.o s3a Go.O sao Sao Bao Dao .mmPLd. . mFnl cm, ��+.��p• cGR9 rrPe'A' GIABS TYPE'B• (S�y 8/0 533 680 533 aa.0 680 SILO d60 68.0 �• y�i„' ,_ ._„p,� r 7 c Alu < A IN DET I S (•)2dr/3dr DOORS MEET+76.7 A-78A OP./ro°PaIL o.osO'scP LmnmcuHtcil Dtle Homo � n Y YETK • 1�Lfu1. Va• TAPtt71 or•PP®vEn EaYI.BY ON IvPR.LL N1C1OR5 N PHIS 11RH1 NfJNNS W PMS `+T�4� .••. Edge Di31. V/1 yr IN.ENeED INTO 3E N•I Cx. 651.,.EFOR SPONO SEE NCRS L SEE ELEVATION ATQ�MEET B OF 11 FOt HAIL 1PKMC LNtt< .•a^b' �w .�m In OC j�sc•lT- 1 4 um $s'• O O •-4 Y�� GAP —� —� ; � ?� � bg t n T. alai z C7 a 11 Y000 xxx META1 NwTVN xTAC10RNT-2rA—TYPIM Ie Oj a sm c"",voR NCHM� t'.W$1r0 P�MMEDTOR M1E0. �. z E Q 1 2.METAL STRUCNRES: \ Q n GLEN!SILIFDIE 1TPl2L/JICIIpA5 W PARS A)Stra I FF1••.36 N9 YN. I eEDDea1 moaum EIC/.FOR SP/SWG (STEEL 12 a YN,TMCN-wos 3 TA 10 i B)NVNMIM:6U63-TS) < (IatAL mTB'V e MT5 '� 2FFFJJI!{ ma sin,el�.�. .V»3 JPPR°SEa.Rn. O i I I I i 7"tt•-LANINAiFD GRASS u I NOTES:1)REFER TO SHEET e OF 14 L Ga ',j•, '� 1., I I To GLAZING OPTIONS AND DP CHARTS, ��VII FF F_d 2)REFER TO SHEETS 10 k 11 OF la \MOOD BIACNS AND METAL STRUCTURES NOT 9V GAIYSON MD• EO y !01 ) I FOR HORIZONTAL SHEET CROSS-SECTION DETAILS, MUST SUPPORT LOCOS IMPOSED BY CIA2WC SISRL AND Do b W 3)REFER RI ONTAL BOSS-S - TRANSFER SUPPORT TO TI I POSE NO MATING RC .• . !'•-� kl FOR WA.ANCHOR SPACINGS. n - V TYPICAL ANCROR3: SEE ELEV.AT SHEET 0 FOR SPACING 8 e •¢ I I I ANCHOR TYPE CHART OT CONC.-MASONRY .10. I I I I M�j a a►TKI=C.Affrl. Fau.A saa•DaL coon+. •R 8 I I W W ELW IA.TRIOt3/r +• Ntl - 1 I I GOLLDEM3/a• 3.2"3.' 3.2ANCHOR ►DOD RUCK ED10. T1E2vSW� 4 $ CAOB RSAD-!DA uFm a,1,a...e+n L.ra oa�tT+m Twa r=FmM. g ys 03 1 1 I CADHEREDLIRg. "'vZi ncD uLTRACON 1/•- t/r t W r .ss s0 pP � a Z I I 1 5 C eDaDE2 t/.• +/a• 1 t/a• V m so {aT q{ I I 1 NDIN OF"IT 51L uW 1 1 i &. 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A 1/4• TxPCDV IK APPROVED EYML LY ERt V/ C xlgv'Ar...,M�t +•MINT ENC0.MTD 72 i4 Coro f e' '///NA/IIEI/LIy • F40M CODERS L SEC ELEVA7ID1 Al%EET FRAME AND PENT CORNERS AND WSTKU710N SCREWS A7 SILL �.Non-SNAN,M•N-Y•W1e !7 N POi NAIL LPACIIII SEALED WITH WHITE/ALU4INUY COLORED SFlIWTf, 'G—I of MMtn•Nn S lw tj ji all pall Purg"e A4 gig n tx.0 um J.I'll's NOT H.W.90 ST LAWSON MEDLEY tWR 33166 w/o PateLB W Carl*01201 PH...(305)wje-Bm ATE OF MAMACrUMN OF MUM ALMINUM IRSDOWS AND CUSS DOORS x SGD-9200 ALUMINUM SLIDING GLASS DOOR (LX.I.) % TWO DDOR AND MfM DOOR HOIRONTAL 00ft M=ONS AND H0TW DATE W200-1201_J— N 00� I II " itq . it I i; MP 04 n e g W it ;t PI ; 1 it 1 it it i II I it IIjg �' ail I; MAP it it N-,r, it 'I iI I ;; O iti. It it if . II �i vex I i, p it V n I II ;I ,Q.p1 1 1 flyJ€qR ggg D A y e a I II I P RYi IRS S16 B8 t y i it o, �o 9x,vr. rigs DDIm +py .. T90YA5 J. _ Yi i j1 t316D�i-mod CIS iJTI m Sam y�CEP/3Olp"3S w xa Ix-olaraA a Ix-ouT.oa No 55225 !b NiW.YdU-501- a �A J!!WS ON 550I N.W.90 ST, * •oM b' a 2910 f9C YEDLET,TLORIOA MISS {} tT¢ • PH No.(305)895-5550 STATE OF f��♦ P MANUFACTURRR OF QUALITY AWMINUM WINDOWS AND CLASS ODORS y.{g�*�ti�,��<9p��Aor•Oct♦p""^ N.®uao "`mmw SGD-9200 ALUMINUM SLIDING GLASS DOOR (L.M.I.) JAB WpJ11nJ ♦,O �� •"" POUR DOOR HORMORTAL CROSS SECTIONS.DETAILS x NO= DATE_. n....%�w..irr. w.ra r�.n.. LQ200-1201 SGD-9200 BILL OF MATERIALS — 2 dl 3 TRACK FRAME 1 3/4'MIN. Mill 0 PART/ QTY. D88CR0+170N RENARY3 yQT�, EMBED. I L-9911 1 2 TRACK FRAME HEAD 6063-T6 ALUMINUM 1.FOR ANCHOR TYPES SEE S NOTES AT SHEETS 3,S,&S. 1.2 L-92I1 I 2 TRACK FRAME HEAD CMWtI-Slide) 6063-i6 ALUMINUM 2,FOR POCKET WALLS SEE GENERAL y o 2 L-9206 1 2 TRACK FRAME SILL 6063-T5 ALUMINUM INTERIOR NOTES/15&16 AT SHEET 1 OF 14, •,w, n y 0 • 3 L-92I2 2 2 TRACK FRAME JAMB 6063-T5 ALUMINUM MKri1L ANCHORS ,ti.•'!o INTERIOR om 00 c 9 AT 8'O.C.SE 4 L-9204 1 X PANEL PANEL TOP RAIL 6063-75 ALUMINUM .R ro SP NO ' Z y s- 5 L-9205 1 X PANEL PANEL HOTTOM.RAIL 6063-75 ALUMINUM p $R •' �•( P 6 L-9201 1 PANEL LOCK STILE 6063-T6 ALUMINUM +p N ' •p+W i Q O 7 L-9202 I PANEL INTERIOR INTERLOCK 6463-TG ALUMINUM 8 L-9203 1 PANEL EXTERIOR INTERLOCK 6063-76 ALUMINIUM 9 GJ 1 i o 9 L-92O7 1 PANEL ASTRAGAL 6D63-76 ALUMINUM Wy 2 p s' N 10 L-9209 AS REO'A ALUMINUM GLAZING BEAD 6063-T5 ALUMINUM 1� 1 ? "„j• 11 L-9214 1 3TRACK FRAME HEAD 6063-76 ALUMINUM •• +•+A 1p Tq 12 L-9208 I 3 TRACK FRAME SILL 6063-T5 ALUMINUN + STFI1.flat RE .a 13 L-9213 2 3'TRACK FRAME JAMB 6063-TS ALUMINUM • W g ■� �° _ EXTERIOR TYPICn ANCHORS tle'1 ADM A z 14 PVS-016 AS REO'A BOTTOM RAIL VTS'P UITRAFAB tlOB6757DK AT MIN O �' 15 PWS-009 AS REWD. PANEL TOP RAIL WTS'P .1B7'x3,0'C7B30-6001-D �i SEE EIEV. I6 PWS-003 AS REWIL FIN SEAL WEATHERSTRIP .IS7•x2tV.C7820-6001-97 F(7R SPACING. FI 6 17 VVS-004 AS REG-D. BULB VINYL 6PVU 1/4'0.A 1 3/4"MIN. 18 E-9016 2 SELF ADHESIVE PILE PAD -( 13/16'%I 1/2' .: EMBED. Ci N o 1[ 19 'HC-046 2 KVG,PANEL TANDEM ROLLER 2 X EA.MVG.BOT.RAIL EXTERIOR �p '` Q 20 FS-00] 2 ROLLER ATTACIa1ENT SCREW' tle%1/2' FM,"IL. POCKET DOOR HOOK - 23 RR-a➢e 2%PANEL PANEL'C'TRAGIC CUP 6063-T6 ALUMINUM ATTACHMENT DETAILS 22 FS-D42 AS RE00. -C'TRACK ATTACHMENT SCREW tl10 K I'SINS FHJPHIL. 23 L-9018 1%ANC7RDi FIXED PANEL JAMB CLIP 6063-T5 ALUMINUM FPveBI+e- m,a Na7)Oo-m 24 FS-011 t%CLIP FIXED PANEL CLIP SCREW NIO X 5/8'PWPHIL. PpygU,y AS[Nw. B5 AR-020 ■ -INTERLOCK STEEL REINFORCEMENT l2•X 1 1/4-936 KSU DuvxxrR■aA■'A'.7p+m tI osxNo •R �R y 26 AR-021 ■ ASTRAGAL STEEL REINFORCEMENT 1/2'K 1 1/2'C36 KSI> 'NkmtSNimN74Ps I6+A U■vm Mn■NbA% )taD DAB g • . 27 AR-024 • INTERLOCK STEEL REINFORCEMENT 3/8'%1•.(36 KS,) Monn.q lapMWmpf�TSi f41n o4)p 28 HC-04T 1 MORTISE LOCK HARDWARE V/HANDLES 1.KEEPER 6d4me 41A 6]+6 e Enhecmw■Na NwTm•7e § � . 29 Ix Panel 711W Laminated H.S.Gloss See Glazing Details PHYSICALASR42R). 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JOINT SEALANT Schnee-Morehead 5504 Ac<--Prg* O'"loll 43 • PERIMETER CAULKING OSI POLYSEAMSEAL q. 44 1 IPRODUCT LABEL Mimi w 3.625 J-.62 F .062 � 1.000 _50 f m 1S94 FRAME HEAD 0 3. 6 H OO2 .062 8 3 9 Tn I y 1.000 i W 1 1 1.500 II o $ O S TWO TRACK HEAD 1.594 AT SHEETS 6,a. MULTI-SUDS FRAME HEAD FRAME JAMB 2 Ll a 1.687 PANEL TOP CORNER ,090 �I--F AM TOP ORNER ` y ,094 11 Gy`I 2.25o O z { id32 j ssa 062 .0 t.7so :osz Ts9u .BYO TRACK FRAME 15D C 4FRAME SILL 0 1,619- 0 L 10 c .89D IMERIOR INTERLOCK O � y, � ,062 �- _ `1.241 fff L � ]27'911 � E 2.039 1.59D .062 .062 1,132 ' I PANEL BOTTOM CORNER ry S • t g g ^7.890 .094 8 4 e 1 © 1.197 ® 1-687 Q PANEL TOP RAIL PANEL BOTTOM RAIL EXTERIOR INTERLOCK 4 3 a 180 r. '-38 1 2.686 8{4 2.280 09{ FRAME WHOM CRNER .04{ 1,6f7 ,02 f ��<• 4a�agiT.I Ai 1,710 CLASS STOP LOCK STILE O tp�j^ LL bI I` 1,655 Q0 qO.O� O Pt.J "5 .531 .580 ASTRAGAL STILE 4 .875 3.000 17LODULTRF7aeP'L71 .ew�a wxavl.,rbteA(�� g9ggg iris` .070� .125r �1 AmytmmNo (74 2 aCBg ••., ` I.250 I® ^11.142 ® .1241 - n FIXED PANEL CUP ASINACAL RETAINER SILL RISER M�iDUS Pm&rt m O� � f!t � •► lfi t i � 61 el 1 'T R o O x •rTt Ili p� D9 Tr N 'I80 f8D I •r�?GE 8F••,• 156220 * A Pwlatt WU 12-D12T.24 a 1]-017/AB 6001 N.W.60 Sr. b tnw.1nAu-mn eea •/> �A WAS`ON MEDIFT•TLORIDA 33106 1; and b . ID me w No.(m)fibs-ee60 •IONAL�C���'' YANUFACfURBROP QWLIlY ALUYINUY WINDOWS AND CLASS DOORS 1s::..:.••'• "—" M.ERAw '"'o>/e�/a SGD-9200 ALUMINUM SLIDING GLASS DOOR (L.M.I.) EXTRUSION DETAILS•RISM CEIIMM&FRAME CDRNER ASSEMBLY DETAILS DA 1 5 2013 ,•� ��w"`i•.+� �~�� L9200-1201 `•0 14 014 eWr r.