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HomeMy WebLinkAboutNOA- SLIDING GLASS DOOR1 SCANNEDu:�;. S� 'i+ -_ ST, LUCIE COUN BUILDING DIVIS N BY DEC� ro St Lucie Coo EE- . 205, FOR CO 1dCE PEI�I(ill�iidCZ REVIEWED MIAMI•DADE St. Lucie County, FL 'm°IAMI— 2� PROM DE, PA OFIiEOUI,ATOI2X AND ECONOMIC RE.cp[TI;CgS (I3H"g) II r o BOARD AND CODE ADMINISTRATION DIVISION ( NO.- D E NOTICE OF ACCEPTANCE (NOA) Yvww.miamidnde.govreeonomx Lawson Industries, Inc. 8501 NW 90'h Street Medley, FL 33166 Scopm This NOA is being issued tinder the applicable piles and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County Rl?R- Produet Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AFIJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade Cotmty).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 IISDG-9200" Aluminum Sliding Glass Door - L.M.I. APPROVAL DOCUMENT: Drawing No. L9200-1201, titled "Series SGD-9200 Aluminum Sliding Glass Dbor (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., bearing the Miami Dade County Product Control Section Revision stamp with the Notice of Acceptance number and F,xpiration 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, 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 shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This.NOA revises NOA No,12-1204.12 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. AM The submitted documentation was reviewed by Jaime D. Gascon, P. E. .. r.: Sa d n- :� o t.•i , �,a c . �ys� . NOA No.14-0908.02 IAMId>'ADECOUNTY �3+ Expiration Date: February 13, 2018 Approval Date: May 07, 2015 Page 1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATE'ME'NTS (CONTINUE, D) 4. Laboratory addendum letter for Test Reports No.'s HEI TI-11 3269, HETI-11-3270, HEI TI 113271, HETI 1.1 3272,HETI-11 3274, HETI-11-3275, HETI-11 3291, HETI-1.1-3292, HETI-11--3307, HETI 11 3313, HETI-11-3314, HETI-11 3329, HETI--11 3330, HETI-12--4040, HETI-12-4041, HETI 12-4051, HET.1-12-4052, 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-Selo, 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 urrderprevious NOA No 11-05'8.0311 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. 021126, 04) 9. Laboratory compliance letters issued by Fenestration Testing Laboratory, Inc., for Test Reports No.'s FTL-3525 and FTL-3572, dated 09109/02, 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, FT1-3425, dated 04/29/02, FT1-3426, dated 04/26/02, FTL-3492, dated 06/20/02, FT1-3493, dated 06/24/02 and FTL3516, dated 07/12/02, all signed and sealed by James G. Worth, P. E. (Submitted under previous NOA No. 021126.04) G. OTHERS 1. Notice of Acceptance No. 12-1204.12, issued to Lawson Industries, Inc. for their Series "SGD 9200 Alwninum Sliding Glass Door- L.M.I.", approved on 01/31/13 and expiring on 02113/18, 9 �_ Jaime D. Gascon, . E. Product Control Section Supervisor NOA No. 144908.02 Expiration Date: February 13, 2018 Apliroval Date: May 07, 2015 E-4 SUE O• ¢,i i `� 4 •4 %-LP of RP I�-jX XX-LP or/RP-XXnjooro'L`P 10 2T - RP 20�/2T RP POCKET SMOBW (Len POCKET OPPOSITE) OPPOSITE) LwEFfTPOPoCICCETOPPOSrt� 0V1 j`(KET %I�OTE%9SEE 2O/2T - LP/RP It "P SEE B06. LOW CNOTE IS. a• a• o• r 1 •o •o •a sj 3D/3T - LF FIGHT POCKET SNOVM (LEFT POCKET OPPOSITE) SEE 3 H .y. y.. .Y. a. •o •o .e .a a• o• •o .a 4U o31 - ... or 4D/2r LP-XXXX r RP-XXXX or LP-XXXX-1 4D/3T ' 4D�-�IPIRWP 40/3T - LP CK6T SIbYM (RENTIETf POCFOKET OPPOSITE) NOTES 1) REFER TO SHEETS 6 OF 14 FOR o1A71No DPTIONS AND DP CHARTS. iD 2T - LP 2) REFER TO SHELTS 0, 10 & 11 OF 14 LIFT POCKET SNOFN 3) FORTYPICAL 9NECROEI9 BB 0 SECTION OEPARS. (WfJR POD(Ef OPPOSTE) 14 FOR TYPICAL ANCHORS AND NOTES. 4);MEEL STACK CONFIGURATIONS ARE EVE6) pWpR POCKET WALLS SEE GENERAL NOTES /16 & Ie. 2D/2T - XO 20/2T - OX 22 Du tu,O0 NDIES: 1) REFER TO SHEETS 2 OF 14 FOR FOR GLAZING OPTIONS AND OP CHARTS. 2) REFR TO SHEETS 3 & 4 OF 14 FOR TYPICAL CROSS-SECTION OErAlLS, 31 REFER TO SHEETS 3 OF 14 FOR TYPICAL ANCHO6 AND NOTES. 3D/2T - OXO 3.4 .4 DOOR NOTES; 1) RGFERlAZU1G OPIEONS AND OF 5 OF 14 FOR CHMTS. I 2) REFER 70 SHEETS 6 & 7 OF 14 FOR TYPICAL CROSS-SECTION DETAILS. 3) REFER TO SHEETS 6 OF 14 FOR TYPICAL ANCHORS AND NOTES. SERIES: SGD-9200 IMPACT SLIDING GLASS DOOR General Notes: 1.) THIS DOOR SYSTEM IS DESIGNED AND TE3 1TSD TO COMPLY W/ THE REQUIREMENTS OF THE 61h EDITION (BOl4) FIARIDA SUILGINO CODB RICLUDINO NIGH VFJOCITY HURRICANE ZONE YIDACI7Y (HYLIZ) AND ASP. IS00-04_ THIS'PRODUCT IS IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) B.) WOOD BUCKS SMALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING RESISTS THE SUPERWPOSED LOADS IN ACOORDANCE WITH THS REQUIREMEM OF 2OL4 F.B.C. A TO BE REVIEWED BY BUILDING OFFICIAL. 9J ANCHORS SHOWN ABOYD ARE AS PER TB9Y UNITS. ANCHORS ON ALL DOOR SIZES ARE NOT TO EXCEED THESE MAXINUM SPACINGS ON CENTER (D.C.) AND AS TABULATED ON SHEETS 2, B. & 8 of 14. 4.) ANCHOR .CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE ENGINEERED ON A SITE SPECIFIC BASIS, UNDER A b'EPARATE APPROVAL AND TO BE REVIEWED BY BUILDING OFFICIAL. 6.) A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. 0.) DOORS ARR QIIALIFIED FOR USE WITH SINGLE GLAZE H.S. LAMINATED GLASS TYPES TABULATED HEREIN (SEE SHEETS If 2. 6, & 8). 7.) FOR OPTIONAL, FRAME INSTALLATION DEPIIHS SEE SHEETS 3. 4. 8, 7. 0. 10, A 11 OF 14. - 8.) EXT, & INT. FALSE COLONIAL MUNTINS AGO OPTIONAL & AND TO HE APPLIED W/ SIUCO14B. 0.) WOOD DUCKS IN CONTACT WITH CONCRETE .UST BE PRESSURE TREATED AND ANCHORED lIf OIMPLDN PRIOR 70 DOOR INSTALLATION. WOOD BUCKS TO BE ANCHORED N COMPLUNCE WITH THE FBC 61h EDITION (2014) CHAPTER 24. LO.) APPROVAL APPLIES TO TWO TRACK AND THREE TRACK DOORS 1HYH POOiO PANELS, ALL MOVING PANELS, INCLUDING WITH OR WITHOUT (LH-RIt) POCKETS. 11.) MULLING DOORS WITH OTHER TYPES OF MIAMI-DARE COUNTY APPROVED PRODUCTS USING A IHALII-DADS COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTAOL6 BUT THE LOWER DESIGN PR8SSVRE FROM fiHE DOORS OR UUWON APPROVAL WILL APPLY TO THE ENTIRE MULLED SYSTEM, IS.) FOR METAL ATTACHMENT OEPAILS & NOTES SEE SHEETS Y 3. 4, 0, 7. D, 10• & I1 OF 14. 13.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO RE PAINTED OR PLATED AND SHALL MEET THE SOLD FLORIDA BLDG. CODE. 14.) POCHET DOOR CONFIGURATIONS ARE AS SHOWN ON SHEET B OF 14, REFER TO SHEET 11 OF 14 FOR ADDITIONAL DETAILS. t6J POCKET WALLS ARE NOT PART OUNDERF THIS APPROVAL la.) REVIEWED BY THHEA NGINE R OFF RECORDSEPARAT(ROB).APPEDVAL AND TO BE LAMINATED GLASS LARGE MISSILE IMPACT DOORS GLAZED WITH IAMINAILO GLASS RATED FOR LARGE MISSILE IMPACI ANU kEOUIRE NO SHUTTERS. 419%02 Lawson industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS I. 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 PressureTest, 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 05116111, HETI-11 3292, dated 10/20/11, HETI 11-3274, dated 10/20111, HETI-11 3329, dated 01/16/12, HETI-:2-4040, dated 10/12/12, HETI-124051, 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 120412) 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, HE1I-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 HETI42-4065, 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 10120/1,1, both signed and sealed by Rafael E. Droz-Seda, P, E. /� . (Sttbittille(lunder previous NOA No.12 1204.12) Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No.14-0908.02 Expiration Date: liebruary 13, 2018 Approval Date: 'May 07, 2015 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 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 Wong 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 sealed 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, FT1,3426, 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 E1300-04/ 09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). Jaime D. Gaseoii P. E. Product Control Section Supervisor NOA, No.14-0908.02 Expiration Date: February 13, 2018 Approval Date: May 07, 2015 E-2 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS . 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for 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.14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Safiex HP Composite Glass Interlayers with PET Core" dated 06/1.9/14, expiring on 12/11/18. 4. Notice of Acceptance No.14-0423.16 issued to Eastman Chemical Company (MA) for their "Sdflex HP Clear or Color Glass Interlayers" dated 06/19114, expiring on 04/14/18. 5. 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. 6. Technical data sheet of flexible vinyl compound FPVC 7267 75 (White) & FPVC 7200-75 (Black), published by Team Plastics. Inc./ Bayshore Vinyl Compounds, Inc. F. STATEMENTS 1. Statement letter of conformance to and complying with FBC 5111 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 NOA No.121204.12) 3. Laboratory compliance letters for Test Reports No.'s HETI 11 3269, dated 05/1.6/11, HETI 11-3270, dated 05/16/11, HETI-11 3271, dated 10/20/11, HETI-11 3272, dated 10/20111, HE,ETI-l.l 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 10/20111, HETI-11-3329, dated 01/16/12, HETI-11 3330, dated 01/16/12, MUT-12-4040, dated 10/12112, HETI-12-4041, dated 10/12/12, HETI 12-4051, dated 06/13112, HETI-12-4052, dated 07/10/12, HETI-124053, dated 09124/12, HETI-12-4054, dated 09/24/12, HETI 12-4064, dated 09124/12, and HETI-12--4065, dated 09/24/12, all issued by Hurricane Engineering & Testing, Inc:, all signed and sealed by Rafael E. Droz-Sella, P. E. (Stibmitted isti let- previous NOA No.121204.12) Jaime D. Gascon, . E. Product Control Section Supervisor NOA No.14-0908.02 Expiration Date: February 13, 2018 Approval Date: May 07, 2015 E-3 DESIGN LOAD CAPACITY - PSF (STD. 2 1/4" SILL) NOMINAL DOOR SIZES • GLASS TYPE 'A' GIASS TYPE 'B' GLASS TYPE 'C' GLASS TYPE 'D' WIDTH i HEIGHT Fc IN. Fr. . EXT. (+) INT. (-) EXT. (+) W. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) 5/0 (NO STEEL) 6/5 56.7 95.0 56.7 65.0 58.7 83.0 56.7 75.0 6/O (NO SUL) 6/8 56.7 95D 56.7 65.0 56.7 85.0 56.7 75.0 8/0 (YATH STEEL) 6/8 56.7 65.0 50.7 70.0 56.7 78.8 56.7 68.8 • 8/0 (WITH STEEL)) 8/0 _.. 58.7 55.0 56.7 6510 % % X X . DESIGN LOAD CAPACITY - PSF (WITH 3" SILL RISER) NOMINAL DOOR SIZES GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' GLASS TYPE '11' WIDTH HEIGHT FrIAN. IT. FM. WI INT. (-) EM.. (+) INT. (-) EXT. (+) D8. (-) W. (+) INT. (-) 5/0 STEEL) (NO 0/8 76.7 95.0 65.0 65.0 76.7 85.0 75.0 75.0 6/0 (NO SWu 6/8 76.7 95.0 65.0 65.0 70.7 85.0 75.0 70.0 8/0 (WITH STEEL) 6/8 76.7 65.0 70.0 70.0 763 70.8 68.8 68.8 8/0 (WITH STEEL) 8/0 65.0 65.0 65.0 65.0 NDTE9: 1) REFER IXI SHEETS 3 h 4 Of 14 i FOR TfPICAL CROSS-SECTION DETAILS. .0 2) REFER TO SHEETS 3 OF 14 FOR TIPICAL ANCHORS AND NOTES. MAX. D.L.W LAMINATED 6/0 X 6/8 32-3/4" X 74-3/4" LARGE MIS XO OX 8/0 X 6/8 0 44-3/4" X 74-3/4" "XO" TYPICAL ELEVATION APTsROVED CONFIGURATIONS 8/0 X 8/O m 44-3/4" X 90-3/4" DOORS 'LAZED WITH LAMINATED GLASS RATED FOR TESTED UNIT (FOR PANEL STACK CONFIGURATIONS SEE SHEET 1.) LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. il- RUL9 wn 17 -RUMI WM 17 NN9 4bO1. 17 STREWO GLASS 3/16' HEAT SHIEWD GLASS 3/16' HEAT STREN'O GLASS a/1B' NEAT 67REN-D GLASS c1AlAr OSD PVd INI."R A9b SKIE%F�09DFMBAfIN+nIMCbu q: puPaeLBulo+lleql [Marar Cotor Oioee fnle4oyer � Ci+or Dr Col,*",..L+Noy+rnI O Namoun A Co" fna w EL 0"Ponl OeN+moon dSo„ Ine, ey. S9luba Mc, by Soblb� Inc. 16' HEAT STREWO CUSS jJ/10'HFATSTREMO MASS 3/16' HEAT STREW' CU55J/IB' HFAT 9TREN'0 GIA55 ILICONE SNCONE SILICONEOHNCE-MOREHSCIINEE-WHOLE? S731 SCIINEE-NOREHETAAO 6731 SCHNEE-HOREHFAD 8731 OW COIGIING 1t99 ' now CONNING 899 'ta oOV! CbWHGB99DGW CORMINO 899 flEELCO SPECNM! 7 �� TREHCO SPECTRUM 2 \ IREIICO SPECTRM 2 \ TREMCO STECIRUM 2 2 OGS9 TYPE 'A' 1;iAfi9 TYPR 'R' 131ARR TYPE 'T`' 6JAS9 TYPED' U. I(N�yj y �eO1 TMCAL ANCHORS IN PARS SEE [1EV. FOR SPACING TTPM ANCHORS IN PAIRS TYPM11 ANCHORS IN PAR! 1" Min. SEE ELEV. FOR SPACING SEE EUX.. FOR SPACMO t 3 .• • 4, •. wood Ruch (rrxEGa 9/'l.s"- '2"-MRV. " .4 174 •'� �I^ �' MIN4 ..IYP.• (tbL u- t; : d �� O a IYPICN. ANCNOR9 w PARS 0O Edge D . YP•) SEE REV. FOR SPACING TYPICAL ( EE 4 TES FOR SPACING) ,0 I 2e1 14.0 O.k 501"te or 1T Wood SIC lure w/ (60) I �Ny �) SpttllM 0 .65 m1, (Trpa I I, JA4•-LA INA7ED GIASS II D ' NOTES: 1) FOR LA 1NG O TI OF 14 FOR CLAYMO OPTIONS AND DP CHARTS. qqqq I I I 2) REFER TO SHEET 4 OF 14 FOR CROSS-S 0 R I I 3) REFER TOIZONTAL SHEET 2 OF 14EGRON DETAILS. bIl FOR MAX, ANCHOR SPACINGS. 7 r I U I Q I 4 I K lV VI N I S0.L RED TO SILL I I I I AVIAN SIUUCONE �w 10 I NLL LENGTH OF UNIT N IF IA 2 \� •4� 2' MIN' 4 • .•i . Af/4 Nn.ivaEa) APCON a• APPROVED EQUAL RY FOR P• • V/ 13/4• HIN ENDED. INTO 32 Kd Cenc.I FRDN CORNERS L SEE ELEVATION AT SWEI Nw-StiHnk Non-Aleltl&• B OF 14 FL. HAY- SPACING, ANCHORS 14 PAIRS TITMaRLV. Oro T .1 1&nmum 5 K.1 5[E FOR • SPACIHO 2. W000 DUCKS AND MEW.—lIURES NOT BY ... IND. MUST SUPPORT LOADS IMPOSED BY GLAZING SYBIEM AND TRANSFER THEU TO THE BUILDING STRUCTURE. T1�I�Sr_.LNC-- SEE ELEV. AT SHEET B FOR SPAC94G ANCHOR TYPE CUM IN CONC. OE MASONRY' min. ANCHOR OPTIONS READ-= NANO M1Hdmen KeK• DI.1. CPA•r.W ELCO ULTRCON 1/4- 1/4' 1 3/4- 1' 2.53 NO BURDEN 1/4' - 1 3/4' 4' 7.2 K.I ANCHOR TYPE CHART IN 2N EOOD DUCK mm. DBOR j7 RG0-803 TARS Km6•dmen KdE. DML Kr: Hoed 0.00 TXH 1/4• I/4' I I/4• 1• .55 SO BUROEK I/4 1/4• S.U.£ IAo 211 112 #12 1 1 1/4' 1' LOS SO , /4- GRILL L 0 `E D n,DID SCREWS INTO METAL STRUCTURES STEEL 1 12 GA. MIN. (Fy - 36' NSI MIN.) ALUMINUM 1 1/8' THK. MIN. (6083-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) INTO APPROVED MULLIONS (NO SHIM SPACE) IXEML. EE DISTANCE (1/4') P1 QO0 COHCREfE AND MASONRY . 1. MIN. (ELCO ULTRACON) (1/4' INTO CONCRETE AND MASONRY a 4' LUN• ((TW BUILOEN) (3/16") INTO CONCRETE AND MASONRY a 3' MIN. (ITW SUROEK) INTO WOOD STRUCTURE o I• MIN, INTO METAL STRUCTURE 3/4• Mw. FRAME AND VLNI CORNERS AN U ONSYALLAUUN SCREWS AT SILL SEALED WITH WHITF,/ALUMINUM COLORED SEALANT. � 76e1; IOCH) r III f TIPICAL ANCHORS IN PARS y SEE ELEV. FOR SPACING 1-1 mm .a TYPIDAL ANCHORS S AC PAVE - SEE ELEV. FOR SPACING � 1 q a � � ^A 1/4° MAX. 1/4° °' o •$ A SHIM SHIM .• zr ei � 6 �.. 5r• C O = � � N MA . sra NE•m g ATTA NP R AI in 6 • NG'fR: T� o �• 7. ALL STEEL IN CONTACT WARN xo ALUM. TO SE PAINTED OR PLATED, tl 1�•ii`i111i :" 2. AEET))TEFAL 91RUCryry1URE3e NS WN. (Cji SET MEf (STEEL 12 GA MCI, 1111CN a 0.f057 B) ALUMINUM : wu-Te MIN, b •i'� LUN, u.Uftl' NIA. IHx%) t MN. Eltem.J NOTES: 1) REFER TO SHEET 2 OF 14 D2 ma i FOR GLAZINO OPTIONS AND DP CHARTS. 07 3 66 3 OF III TMC L ANONDRS IN PARtB 2) FOR VERTICAL REFER TO SHEET ROSS-SECTION DETAILS. SEE W. FOR SPACING 0) REFER TO SHEET J OF 14 1 U' PANEL Y 1p FOR TYPICAL ANCHORS AND NOTES. 1� yqq /4° MAX. 4) REFER TO SHEET 2 OF 14 t © O FOR MAX. ANCHOR SPACINGS. ryryry t SMM 1 4° SHIM IYPIPAL ANOHDRa^ N PARS • / •� SEE EIFV. TDfl SPAL7N0 i o MAX. = Rg qa Te D.L. P0. 7 17 S 8 29Y WOO DUCK IO O L y •.S :^ z 9 5 TL 93 s YIDOD� REIla 11 }}fifi 11, Il I OR 1017 10 Ia .• 9,.• • .V�i.yry� I I/P J '—•--- SCRETAS OPTL-• -- i:�-, W �•••••• O C � �F (YaL eubEa) D.L. OPG.' A X}I � 6s ®NOroroT TROD.S I D/ • � ON pl N SEE exARr ox2EexnT z or a PANEL WIDTH • : , (M. aem SI o 1R P.T. PRODUCT RGVIS(D 2D/.2T — XO (Shown EXTIEREOR woaD eucN 11041.a DOOR WIDTH mleueFtmae DTH 2Df2T — OX (Reversed) ?.rY1.6 TNNp "� TPN AQO i lCbMm O oxxo �O oxo APPROVED GONFl(�URATIONR (FOR PANEL STACK CONFIGURATIONS SEE SHEET 1.) J/le• NEAT SIREMD CLASS 090 PVB IMDIIAYEA � OUPONf BUI M. 6y: EJ, D"Ponl 0"NEnaun k Ca Ine. g J/le• HEAT STR01.0 GLASS 5 SUCOz_ 'WHI&E MO6EHOW 5731 Noag CO SPECTRUM 2 CLASS TYPE 'D' BULB V011'L 17 3/IB' HEAT STMw0 CUSS A9C IMTRIAYEH ouP"nl-SenlryOmf" EP E.I. 0"P"nL o"x�" Z 3/te' HEAT sTREteo OtA59 ILICONE DOOIV�CGP"0EAe9H e751 TBEUro SPECTRIIq 2 196 1/4" MAX. - 13' MAX. TYP. DOOR WIDTH CLUSTER OF AT HEAD/SILL AT 97INCHORS ENOS 6" MAX' TYP. A2 �� 6""�`HFAD/SILL CORNERS o ° i o 8 711V OVERALL TAU. MASS I ' xax o C2 � I � Id o � I 1 I I I STEEL RUMS41NO AS AM. O I }C I X O «J 44 3/4- MAX. NOTES: 50" MAX.D.C. OPG. 1) REFER TO SHEETS 6 h 7 OF 14 PANEL WIDTH FOR TYPICAL CROSS-SECTION DETAILS. 50' MA%. • 2) REFER TO SHEETS 0 OF 14 PANEL WIDTH FOR TYPICAL ANCHORS AND NOTE6. 4 DWO OOR - TTRACK .414 t� Soo from � ca � U s d 9 v CV fn e XO" TYPICAL ELEVATION LAMINATED GLASS TESTED UNIT LARGE b11351LE IMPACT " 0 DOORS GLAZED WITH LAMINATED O1A55 RATED FOR � 8 LARGE MISSILE IMPACT AND REgUIRE NO SHURERS. DESIGN LOAD CAPACITY - PSF GLASS TYPES 'A' OR IS' PANEL Vn4� rr./BL DOOR FT•�• STANDARD SILL 2-1/4" RISER S" RISER EXT. (+) TNT. (-) EXT. (+) IRA. (-) E%T. (+) TNT. (-) 2/6 3/0 3/6 4/0 4/6 4/1 t 6/8 40.7 60.0 58.7 60.0 60.0 60.0 40.7 _ 60.0 _ 56.7 60.0 60.0 00.0 40.7 60.0 563 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 2/6 3/0 3/6 4/O 8/0 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 BOLO 58.7 00.0 •10.0 60.0 40.7 60.0 68.7 60.0 BOLO 60.0 AUOUCT RBVI96D ,q,@Mny..AS un14m1uE ,{`{{t!f°l:llpfFp7 ��. o NJy �i, mBamB $'�A2 O 09 �.�,.... ,.. Hsu"•, •V / Z�"1t5 P1�'�� fUF,j� _ ,Y c •iui btI p on COOb"• E'OQ.Ni-y u * �:2'a�1 PANE1 MA7(. D.L.O.: 3/0 X 6/8 - 32-3/4" 11 74-3/4" p'' ... 4/11%X66/8-55-3/4" X 74-3/4" 3/0 X 8/0 32-3/4" 4/0 X 8/0 44-3/4" X 90-3/4" TYPICAL ANCHORS IN FAIR$ SEE FLFV. FOR SPACING i1PICAL ANCHORS IN PAIRS ITPICAL ANCHORS IN PAIRS 1' Min. )SEEEM.MR SPACING SEE ELEV. MR SPACING _ HIT •. • WOOD BUCKok L. MINI •.TYP.• T 3/4' "; 4' i4 1 to 15 .� r Ir`M,n, TYPM/L NIEIIOR9 IN PAM - 9B Ed— IS . Tva-1 ELEV. FDR SPACING 1TPIPAL I U I 1I4 NtH. iMelnJ I I r I ( 7VINATED GLASS I NOTES: I) REFER TO SHEET 5 OF 14 FOR GLA21N0 OPTIONS AND OP CHARTS. .I 2) REFER TO SHEET 7 OF 14 ( FOR HORRONTAL CROSS-SECTION DETAILS, J) REFER TO SHEET 5 OF 14 FOR MAX, ANCHOR SPACINGS. Iy � I I i, I I I I �h a0C 1111 1 F Lj� �IN `ur I I I IY I SMLLL MSFR/� /,.. METAL SIRUCRIRE h ��r•'I. vel•.—irr ArrAcxuPNl•nmARa I) U—MGM .AL—[L.71DI� rJ' a o �NAC �y11� U L AV�Y f0 BC P�A1HiCDTOfl PUTED. °o � d �i 2. 11ETAL 571NCIVPES: A 97EEL i h JS N51 Dm, yl GAS AC PAIRS ( EEL 11 M. LUN. 1NICK . 0.107y R SPACING B AMNINUI+ : BOON-TS IBI/. (yb9�j ( ml. OA7B' MIN. TNIEK) HA SWllrole a NUM -DADS COUNTY Als (�•) APPMULLIONb MULLION �( yy t. `ml�' SEE SEPAP.51E Koh TI .1 dIS""atb C) 5 !I Ruvlsn rno0uc7D Aarymnco s mu`a3m —,,n � B .G� N 3 4' Ann. Edge ol. D 1 AWABd.el I WOaI BUCKS AID META. STRUCTURES 110, BY IAYTWH m0, MUST SUPPORT LOADS IMPOSED BY CLA71NO SYSTEM AND TRANSFER THEM TO THE BUILDING SIAUCIURE, TYI'iCAL ANC1i0RS: SEE C7.LV. AT SIIEIT 0 FOR SPACING ANCHOR TYPR CHART IN CONO. or MASONRY min, Axatop oPnope pxnn-ens +Alm a l,tp DML Eea."fe NCO DLRVCOH 1/4' 1/1' 1 J/1• Y 9.95 WI BUtODf TIP - 1 3/4' 4' 3.2 KSI BUIDEX - J 10' 1 3/4' ]' J.2 WI ANCHOR TYPE CHARC IN BX WOOD BUCK min. 000p 0[TION8 �.lD-aRL Ulm [mbedmea EI. all" ai xooe EUO ULIMCON 1/4' 1/4' 1 I/4' I• .SS SO BVEOE]I 1/4' I/P 1 I/4' 1' .55 M SJLS. (Info 2X) /17 i112 1 1/4' I' 1.5550 I 1/4' ORRLFLF]t SLIP ORn LNOy`AEWS ijs N e I INTO METAL STRUCTURES E1 x k 1 STEEL : 12 CA. MIN. (Fy a 36 KSI MIN.) p I l..1 ALUMINUM : 1/0' 7M MIN. (6063-75 MIN.) 4`,4kk\ ell yyA to 3�F (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)14 A�py ••, 2 MNV+ lio MPRWED MULLIONS (NO SLIM SPACE) r00: mcT N . R •::t u1 .... ...:.::.::::.: •.• �j (1/4') INTO CONCRETE AND MASONRY • 1• MIN. (ELCO TILT RACONJ m • "'"" (1/41 INTO CONCRETE AND MASONRY 4' ION. (IIW SUILDEXJ ,,,j 5/4.__. •• •' B 4 '�� 1T ai D� wla-) INTO CONCRETE AND MASONRY 3' MIN. (IIW BUROEI() �0 Pm[oJ q• v '2'i MI . E/4• tAPCRI a• MPROVCO EDUAL HT [OR IJ. AICIIDRS m7D W000 s1RIlCRIRE T' MIN. Fi �t may ��P TYP. W/ 1 3/4• MIN. EN9E0. INTO GR Kal COnG ! A• 2 PDT CLIP INTO METAL STRUCTURE •. J 4 Mn PPP IAA�A -# o ee 5 � 144FFOR WVIESPACII. o, CA AT SHEET �$ � / , A II 1p1r N.n-SNMk, Nen-lut ill. TYPICAL ANCHORS IN PAIRS ,FRAME ANU VLNI Ll1HNEkS ANU INbTAuAT10N SCREWS AT SILL awl .1 M.1— 5 Hai ELE4.. FOR SPACING SEALED WITH WHITE/ALUMNUM COLORED SEALANT. 101 A rII 1/4' SHIM 1/4' SHIM CiID.L OPC NOTES: 1) REFER TO SHEET 5 OF 14 FOR OIAZINO OPTIONS AND OP CHARTS. 2) REFER TO SHEET 6 OF 14 FOR VERTICAL CROSS-SECTION DETAILS. J) REFER TO SHEET B OF 14 FOR TYPICAL ANCHORS AND NOTES. 4) REFER TO SHEET 5 OF 14 FOR MAX- ANCHOR SPACINOS. —•"1 T----•� SCREENS OP7I07W...••.•�----1r--- OEXTERIOR 4D/2T — OXXO O OO 1 1. -' scn PnoNu -- C2 ATTc wns PAas E D �• FOR IN ��m O EXTERIOR O 3D/2T — OXO VLSE,7111L1 BUCK SHIM K. w m q y v � :;•• �Y.; w� Asa, � J O.E • m� � •• QF rn F - y N J � yO W W 00 BUCN % C P E � e 0 rn jj/ r1 189 3 4 TEST DOOR WIDTH W/ SINGLE POCKET & NON -POCKET MAX. WIDTH 191 1/4" 13 I/4' MAX. 71P. CENSTER OF4ANCHOR3 AT HEAD/SILL AT SIRE ENDS _ 8" MAX• TYP. POCKET w 3 o o .-7 i {{1J LW o-• POCKET WALL �Ir SEE NUIE /3. X-RP or LP-" (�) -; El i � o• •a 4• .n i � pp � i C2 i / 1 %% or XX-RP or LP-XX or RP-XX-LP a ` °9gJjy� F Ti i 1 o ( ^� 11� •o -0 o N'Cl POC O r� izi E 4 (SEE , X XXX or RP-XXX or LP-XXX •B F i , fa o- Y a_Kt 3/4' MAX. ILANEL WIDTH p f �� O- a• 0• 4 1 •V •O •� •o m 2 PANEL MAX. D.L.O.: o-• a- •o •o i 3/0 X 0/8 a 31-1/2" X 74-1/4" XXXX or RP-XXXX or LP-XXXX or RP-XXXX-LP 4/0 X 6/B 43-1/2° % 7M1-1/4" 7/0 X 8/0 31-1/2' X 90-1/4" APPROVED CONFIGURATIONS SMITH & WITHOUT POCKETS 4/0 X 8/0 = 43-1/2" X 90-1/4" (FOR PANEL STACK CONFlOURATIONs SEE SHEET 1.) BIBB VWL- BULB VINYL 17 3/16- HEAT SIREMD GLASS 3/I6' HEAT STRENO GLASS 090 P18 InleNayer Soflea CP-S611e4 6 SaRer NP ASO PVB QifU.LAYER ' •Lyn 90LUTA, IM. er BuPenl Bu19cRo 6ys G a BuPonl DENemevn & �o. Ino. BV(wnl BuleCR9 > OePont-Sml bee () OG 6Y+ C.I. GUPonI Deltrmwrs & Ce., Mc 3/16' "FAT STREWD GMS � 3/16' HEAT STREMD GLASS SILICONE SILICONE DQw CORNING B99 \� BOB CORNING 899 40 OLASB TxPR 'A� OfA98 '[yP.$ 'B' 6""SHf:AO/SILL CORNERSBe E /J• rn n 1 N4q I a ~ma j m9a 0 1 D 1 ) F1 - 1 a F2 I 0 7/16' OVERALL WI, R. A59 p AS R REWiORCDIG 1 n I B. r As aEBG. 1 3G 4 I i p o N j _ IN I 43 1/2` MAX. 1) REFER TO SHEETS 9. 10 & 11 OF 14 D.L. OPG. 49 1/6" MAX. FOR RACAL CROSS-SECTION DETAILS. PANEL WIDTH 2) REFER IG SHEETS 9 OF 14 $ 3 FOR TYPICAL. ANCHORS AND NOTES. 4 DOOR - THREE TRACK 3) FOR R POCKET WALLS SEE GENERAL NO. "XXXX" TYPICAL ELEVATION ' 15 & 16 AT SHEET 1 OF 114. Tlls'mo UNIT v q DOORS GLAZED WITH LAMINATED GLASS RATED FOR 6 6 d 1 URCE MISSILE IMPACT AND REQUIRE NO SHUTTERS. 8 P CAPACQY - PeF (O 1/4" BILL) -DP CAPACIPY - PeP (0' BIfJ.) I•AMINATED GLA39 B Mee 'fYI'6 'A' OL1S5 171P8 'B' cuss 7YPS 'A' GMSB TLR& 'B' LARGE MISSILE IMPACT v P a 0 NOMMAL DOOR SIZES G MOTH rt./xi. HEl('fiT 1T. . W. (4) W. (-) EKf. (!) INf. (-) E%T. (+) INT. (-) E%f. (4) W. ��Q (2 Fl) 8/0 66.7 60,0 50.7 61LO SB.O 63.0 6a.0 68A 6/0 (2DR)) (W/ 2 SfEFl 8/0 50.7 66.0 50.7 80.0 69.0 GB.D (r 68.0 (r 68.0 12/0 (3DR) (W/ 1 STEEL) 8/0 60.1 6&0 50.7 60.0 - - 68.0 68.0 (W/2 (IV R)a.//.. 68,0 58.7 68.0 68.0 88.0 r)80.0 r)68.0 16/0 (40R) 1 STEEL)16/0 60A6J.3 60.0 80.0 80.0 80,0 00.0(W/ (4DR) 2 STEEL) 60.053.3 80A 68.0fi0.0 88.0• BBO(W/ GLAZING DETTNLS (r) 2dr/Jdr DOORS MEET +76.' & -70.0 OP w/ 'Oeponl 0.090" SGP LGmlrmle I' Min. 1/4• TM1P[D Edge Dlel. a s%13�1 i SKEET B DF 101 x ii CO APPROVED [DUAL DY EUR TYPICAL ANCHORS IN PAIRS U"'LL - - - L ENDED, INTO 3.2 Xrl C— SEE [LEV. FOR SPACM TYPICAL ANCHORS INPAIRS STRUCTURE RNEAS L SEE ELEVATNN AT SEE ELEV. FOR SPACNO 4 FAIR MM SPADIINM K gFJj •• '4 1 S T ��yJy I ]/4'01. d IAP HT� n IBY T.WOUD ��a � 0 a M1;7'AI BTitNCIDPP. 11TU311M IT DETAIL w TYPICAL ANCHORS IN PAIRS NOi6: EL aD pIry SEE ELEV. FOR SPACRM I. AMLIR BE WEDTOR PLATED. ^ o IS 20Y W.4 BYCA SYhl.te N 2. METAL STRUCTURES: CLEAR Sill[OIC Woo4 SWelur4 M/ ((5G) 1TPICN. ANCHORS N PARS A SIEEi 1 Fir J6 161 MN. .�- REDODIG WMPOJND Spam. 0tedlya 35 min. SEE ELEV. FOR 6PAgNC ( CL iR OL NIH. THICK r 0.105') y EA (TYPO B) N.VMNUM I TA6]-T5 MN. (ALUM. O.WB' IN. 7MCN) V m 4 Ll MNMI-Ow MI, IS � g j SEE SD MULIE H IS 4p SEE hLPAMiE NOD, fls 16'-LAHINATCD GLASS Q NOTES: I) REFER TO SHEET 8 OF 14 1 11 FOR GWNO OPTIONS AND DP CHARTS. q 2) REFER TO SHEETS 10 4 11 OF 14 WOOD DUCKS AND METAL 91RI-I HOT fT' UWSON AND. C7 FOR HORIZONTAL CROSS-SECTION DETAILS. _ SUPPORT LOADS IMPOSED BY GIAANC SYSTEM AND y 3) REFER TO SHEET U OF 14 i.aFER THEM To THE BUILDING SINUCNRE 3j FOR MAX. ANCHOR SPACINOS. - TYPICAL ANCHORS: SEE ELEV. AT SHEET 8 FOR SPACING rc N� rc� tsi1 9 I'RUOUCFTt8V 'I. ry rco mromplyltl5 NN IIroPladdl ,��I �LL AtlnaIDRAa,� _� 1//S• SILL RISER P, AbHEREO WITH •. ti. .a.."2 •,� '+ram .r. D•�� )• •d' �4 MN. FMBeD) 4 • +,• �. A, 4 V4• TAPCON or APPF u 1A 4 • • • JL , a,r 5 �. V/ 1 3/4• MIN. EH ED. FRDN CORNERS L SEE I .• OOl 14 FOR t1AK SP ANCHORS N PAIRS TV. FOR SPACNO ANCROR TYPE CRAB IN CONC. or MASONRY min. ANCHOR OPTIONS BEAD -BIM IAMB Iftbeftoul IAp tht, C4Awete ELCO ULTRACON 1/4' 1/4' 1 J 4' 1' 2.65 Kel WWII 1/4' - 1 1/4' 1 J2 Nei I NIDEX - 3 16' 1 3 4' ]' 3.2 Nei ANCHOR TYPE CRART 1N 2X WOOD BUCK mle. Oit OHOPI10NB 20-8DL IAMB RmLe4meL Red. Olet Lc To ELCO UVRACON 1/4' i/V 1 1/4' 1' b5 SO BURDEX I/4' 1/4' 11/C 6.M.5. (IM. 2X) 112 121 1 1/4` i /4' DRILLFIFX SELF DRILLNG SCREWS INTO METAL STRUCTURES STEEL 1 12 C.A. MIN. (Fy r 36 NSI MIN.) ALUMINUM : 1/8" THN. MIN. (6083-T5 MIN.) (STEEL IN SEELIN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) INTO APPROVED MULLIONS (NO SHIM SPACE) ttPIGA1 EDGE DISTANCE (I/4') INTO CONCRLlE AND MASONRY r 1` MIN. (ELOD ULTRACON) (I/4`) INTO CONCRETE AND MASONRY . 4' MIN. (11W BUILDEX) (3/1 B•) INTO CONCRETE AND MASONRY a J• MIN. (ITW BUILOEX) INTO WOOD STRUCTURE 1' MIN. INTO METAL STRUCTURE J/4 MIN. aP.A_ TdNP�Q: . FRAME AND VENT CORNERS AND NSIALLAIION SCREWS At SILL SEALED WITH WHITE/ALUMINUM COLORED SEALANT. M0, I/TFNNILLI�� BUCKS NOT BY LAVSON INIL 3D/3T — XXX BUCKS NOT DV LAVSON IND. SUSTAIN )NPMD LOADS --- SCR[EN HOUR vnn� (OPTIMAL) 2D/2T — XX I 412 % E' FRAPH L-SMS. W _) 1 11, HM CHEC0. MIO P% 2 Srt[t MR9 RL00. ON - P.f. VODO BUT SHEET O9 SEER AS LISTED M BP rOR FASTENER NOTES AND f1WIT .1 PRESSURES ELEVATION AT SHEET I B FOR SOWN ON SHEET O OF 14 FOR FASTENLA SPACDIO ) :•t . NB.M SIZES; AS Lh'TEO IN DP LS;:"'>•T'� CNARf w PRESSURES S14M 6N SHEET B OF 14 NOTES: 1) REFER TO SHEET O OF 14 FOR GLAZING OPTIONS AND OP CHARTS. 1) REFER TO SHEET 9 OF 14 FOR VERTICAL CROSS-SECTION DETAILS. 3) REFER TO SHEET 9 OF 14 FOR TYPICAL ANCHORS AND NOTES. 4) REFER TO SHEET O OF 14 FOR UM, ANCHOR SPACINGS. .i 02 INSTALLATION 6' FIM CORNERS L SEE MEVATION AT CLEAR SILICONE ADHESIVE STEEL BARS REQ0. AS © SHEET 0 OF 14 \ 9 16 ` 31 \ii -till 1 1-�}ems. E"CRIOR GRAM 1 ���• PERIMETER CAULKING DAN• EYOFD.) TYM lYP fMS?A ANCHORS PANS SEE ELEV.FORSPACING X. f OS' VY1 EXTERIOR, TEST DOOR VI01N 090 9/➢7 4D/3T — XXXXP i s R FOR POCKET WaI,S EN SEE GENERAL NOTES SHEET 10 AT ET I OF li. rii < Fes' o m O O 41 C] "d a• r (Epacl msc) ��s � � a o L •oN• --- o N NOTES: 1) REFER 70 SHEET H OF 14 FOR OWING OPTIONS AND DP CHARTS. 2) REFER TO SHFEr a OF 14 FOR VERTICAL CROSS-SECTION DETAILS. 3) DETER TO SHEET O OF 14 FOR TYPICAL ANCHORS AND NOTES. 4) REFER TO SHEET 8 OF 14 FOR MAX. ANCHOR SPACINGS. MUR 87731 TFUR ATrA IN E DRRAR. ND7A: p O 2.I. . Sff1BE ANTED OF PLATEO. STEEL : FY 3B B51 MIN. ( EEL 12 OA MIN. 7HICN - 0.101) B) ALUMINUM : p083-75 MIN. (ALUM. 0.070" MM. TFIICK) _ _ - --- _____ ------------------ --- --- ------ SCREEN DOOR PANEL aPTIGNgU z i SGD-0200 DILL OF MATERIALS - 2 k 3 TRACK FRAME 1 3/4' MIN. EMBED. . ? ,..T II.0 OR ANCHOR TYPES BEE E •� $ "j NOTES AT SHEETS 3, 6, & 9.2. FOR POCKET WAILS SEE GENERAL •'• v INTERIOR NOTES 116 & 10 AT SHEET I OF 14. TYPICAL ANCHORS , �� ? d h c u 0O (3 AT 0 O.C. INTERIOR O +� SEE ELEV. , 4 'm q R' 6 p FOR SPACING 17 a F� 1G ,w 17 3 m a Q V. ral -_ 16 1 o F •' `•a Is 1 l'!I 1 :•t'i 9 �� 0 ryryry 9`' •*r STEEL BAR RE . ON 17 SI1ES 1.5, W/ Op a0v. EXTERIOR ' fy• TYPICAL ANCHORS L� ABM a $p v.�a AT 8" O.C. 1C5i v F2 BEE ELEV. °3 / rFOR SPACING 1 1 4" MAX. SHIM 1 3/a" MIN. EMBED. h EXTERIOR a On POCKET DOOR HOOK ca ATTACHMENT' DETAILS ppp f Fln w rPvc niv mHin,.. r..m vinlra Ine. 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OTY, DESCRIPTION TIRW tKS 1 L-9211 1 2 TRACK FRAME HEAD 6063-T6 ALUMINUM 1,2 1-9211 1 2 TRACK FRAME HEAD (Mutil-Sllde) 6063-T6 ALUMINUM 2 L-9206 1 2 TRACK FRAME- SILL 6063-T5 ALUMINUM 3 L-9212 E 2 TRACK FRAME JAMB 6063-TS ALUMINUM 9 L-9204 I %PANEL PANEL TOP RAIL 6063-T5 ALUMINUM 5 L-92U5 1 X PANEL PANEL BOTTOM RAIL 6063-T5 ALUMINUM 6 L-9201 I PANEL LOCK STILE 6063-T6 ALUMINUM 7 L-9202 I PANEL INTERIOR INTERLOCK 6063-T6 ALUMINUM 8 1-9203 1 PANEL EXTERIOR INTERLOCK 6063-TG ALUMINUM 9 L-9207 1 PANEL ASTRAGAL 6063-T6 ALUMINUM 10 L-9209 AS REO'D. ALUMINUM GLAZING DEAD 6063-T5 ALUMINUM 1l l-9E14 1 3 TRACK FRAHE HEAD 6063-T6 ALUM]NUM 12 L-9209 1 3 TRACK FRAME SILL 6063-T5 ALUMINUM 13 L-9213 2 3 TRACK FRAi'C JAMD 6063-TS ALUMINUM 14 PWS-016 AS REO'D. BUTTUM (CALL WISP ULTRAFAH ROD6757➢K IS PWS-009 AS REOT. PANEL Top RAIL WTST .187'x.310' C7830-6001-11 16 PYS-003 AS fdEO'➢. FIN SEAL WEATNERSTRIp .U17•x.2tO• (7820-6001-9) 17 VWS-004 AS RELIT. BULB VINYL TPVC) l/4. U.B. IB L-4016 2 SELF ADHESIVE PILE PAD 33/l6' % f lI2' 19 HC-046 2 MVG. PANEL TANDEM ROLLER 2 X EA. NVG. DOT. RAIL e0 FS-003 2 ROLLER ATTACHMENT SCREW 08 X t/2' F,H./PHIL, 21 AR-009 2X PANEL PANEL'C' TRACK CLIP 6063-76 ALUMINUM FS-042 AS RE00. 'C' TRACK ATTACHMENT SCREW D1O X V SMS F.H./PHIL, L-9018 I X ANCHOR. FIXED PANEL JAMB CLIP 6063-TS ALUMINUM FS-011 I X CLIP FIXED PANEL CLIP SCREW tl10 % 5/8' PH/PHIL. N AR-O20 ■ INTERLOCK STEEL REINFORCEMENT 1/E' % 1 114' (36 KSI) AR-021 w ASTRAGAL STEEL REINFORCEMENT 1/2' % 1 I/2• C36 KSI) AR-024 w INTERLOCK STEEL REINFORCEMENT 3/8' X V 06 KSO HC-047 1 MORTISE LUCK HARDWARE W/ HANDLES & KEEPER w 1 x P0ne1 7/16• Lanlna4cd H.S. Glass Sea GIaa019 DetpOs 30 L-9022 ■ ASTRAGAL PANEL SILL CLIP 6O63-T5 ALUMINUM 3l L-92I5 i POCKET JAMB HOOK 6063-T6 ALUMINUM 3E 39 SH-9731 DC-899 w NEUTRAL CURE SILICONE NEUTRAL CURE SILICONE Schnee-HOrehead 5731 pnw Cnrnb. R99 AS REO'D. 34 r ■ NEUTRAL CURE SILICONE TrencO Spectren 2 35 HC-045 2 NYLON PLUG ( .480' HOLE) RIGID PVC 36 MC-043 2% PANEL NYLON TDP GUIDE RIGID PVC 37 FS-005 AS RELIT. FRAHE ASSEMBLY SCREWS DB X 1/2, PJL PHILLIPS 3B FS-013 AS REO.0. PANEL ASSEMBLY SCREWS DIO X V P,H. PHILLIPS 39 FS-014 AS REOD, INSTALLATION SCREWS 012 X 1 3/4' F.N./PHIL, 40 PL 75,602C AS REG-D. GLAZING SETTING BLOCK SOFT PVC I/B' x 1/8' x 2'L, dl ■ - SCREEN PANEL � w 42 SH-5504 AS REWD. JOINT SEALANT Schnee-Merehe0d 5504 43 w ■ PERIMETER CAULKING QSI. POLYSEAHSEAL 44 • 1 PRODUCT LADEL ■ r c Lrl m ? Ca O 5P T la•1 � Vi�+ � I�Iy,yIIN��? NN L' U O mmm � r m2 O' OW k^o O �I�• � O � O xO O ' °' .p b O H • 9 _S �mEo fi au'$C 9 Yde as .(i+W >tr JE OF ,a . APR 15 2015 "t ism Ra lx-Oms4 a 1z-ma.a6 ��� r� U 1 — N.W. 90 ST. 4CEOI.tY. FLORNIA 53766 _ s PH No. (SOS) 696—E660 ALINIfFAL77lRSR OF Ol7AL7TY ALDAfLNUY NfNDOWS AND A72Ss DOORS C W !bode MUN�Sada agar omwla w m a,a m i zalo rae B. RMvW fa ee.n • M14 F9C H. mm m/.ne SGD-9200 ALUMINUM SLIDING GLASS DOOR (LM.I.) 88T MON DUZADS & FRAME AND PANEL CORNER ASSENELY DECAW 9 O N A N O Ij^ 1 O� 0 3: 0 m O O — N N m O O O � {•.� � LIN O � � m Ii f� A I ji O O m H W n v � o >mE� 6 HU VIM �1 W • Q W N =No L SOPS PftIIlm90Pb7.8 N 55225 aw•. w.r y' �v" B & 6ervn . 12-0127.21 6 12-012708 o- k b ntlOCe HW8 56G. Eeo mY o n LA Ti�T� i�j l� T �V4/ O 99/ 5501 N_W 90 ST. 0 oockda ud fo can r O FHC • OF =��� I a Reviftl to v/ zou c9c - MEDLE•t. FIARIDA 33265 PH tic. (30.5) 696-8660 ?.•'��� arevvaeciaxsra of ea1L11Y.ILaYDvaX IID9DOII5' etrD cuss DOORS' R.Enm re/^sn2 SGD-9200 ALUMINUM SLIDING GLASS DOOR (L.M.I.) apse & H=A7o nos APR 1 5 2015 -° _ Ermsi@1 DETAILS. REDMECEIMM & FRAME CoMW. ASSEMBLY DETAILS "`"'"�` """` '- D AT& L9260-1201 u a u