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HomeMy WebLinkAboutNOA; Series 4200 or 6200 Flange-Frame Aluminium Fixed WindowNMlAP° P:DA ]E TVIIAMI--DADS 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) 3I 5-2590 F (786) 315--2599 NOTICE OF ACCEPTANCE (NOA) www.miamiaaae ,o�/economv Lawson Industries, Inc. 8501 NTW 901s 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 Mianxl--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 rneet 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 "4200./ 6200 Flange—P+ra axm: ffiL Wft 4,LM L APPROVAL DOCUMENT: Drawing No. L4200-6200-1-201 Rev C, titled¢"Series-4200-6200 Flange — Frame Impact Fixed Window", sheets 01 through 05 of 05, dated 02/211,12 last revised on NOV 21., 2017, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P. E., bearing the Miami —Dade County Product Control Section Revision stamp with the Notice of Acceptance number and Expiration date by the Miami —Dade County Product Control Section. MISSILE FACT RATING: Large and Small Missile Impact Resistant Limitations: 1. See Design Pressure (DP) VS Window sizes and glass types in sheet 4. 2. See glass types in sheet 3. The monolithic lice in insulated laminated glass is oriented at exterior side and require tempered glass, if used at 30 ft above the grade. ;. v�4"hen an approved impact resistant rmallion attached to combine window units. lower DP will apply to entire assembly. LABELING: Each unit -shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "1VIiami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been fled and there has been no change in the app-licab.le building code negatively affecting the performance of this product. T'EPaU ATION 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 temunate 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 C runty, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NrOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shMi r d to e user by the manufacturer or its distributors arft and shall be available for inspection at the job WIiP zilding Official. This NOA revises NOA No. 17-0.531.05 and consists of this page 1 and evidence pages E-1, E-2, E-3 and E4, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda? P. E. contractor NO kPYExpiration Date: A gus , Approval Date: February %, 20B Page 1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted in previous files A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No.12-0307.06) 2. Drawing No. L4200-6200-1201, titled "Series-4200-6200 Flange Frame Impact Fixed Window", sheets 01 through 05 of 05, dated 02/21/12 with revision "B" dated 05/12/17, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P. E. B. TESTS 1. 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 arch— and a rectangular fin — frame fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HEETI i2-4010 and HETI--11 3363, both dated 03/05/'12, signed and sealed by Rafael Droz—Seda, P. E. (Submitted under NOA No. 12—©307 06) 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 a rectangular—, a circular arch — and an elliptical arch fin --frame fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s FI ETI-09-2b14, dated 09/04/09, HETI-09 2b12, dated 09/02/09, RET1492586, dated 07/10/09, BETI-09 2584, dated 07/10/09, HETI-09- 2582, dated 07/10/09, HETI-09-2580 and dated 07/10/09, all siped and sealed by Candido F. Font, P. E. (Submmitted under NOA No. 12-0307.06) 3. Test reports an: 1) Unifonan Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked —up dra;,rings and installation_ diagram of a rectangular fin — frame fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI49 2613, dated 09/04/0% HETI---09-2611, dated .09/04/09, HETI--09 2585, dated 07/10/09, REETI-09 2581, dated 07/10/09 aA d THET1 .9-2579, dated 07/10/09, all signed and sealed by Candido F. Font, P. E. (Submitted underNt'i4 No. 12-0307.06) 1 - 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked --up drawings and installation diagram of a rectangular fir, frame fixed %iindow, prepared by Hurricane En.. eerin.g .& Testing, Inc -,..Test Reports No.'s HETI-03-1778, dated 01130/03, HETI-03-1779, dated 01/30/03 and RETI-03-1776, dated 01 /30/03, all signed and sealed by Rafael Droz—Seda, P. E. (Submitted under NOA No. 03-0327.11) Ishar 1. Chanda, P. E. Product Control Examiner NOA No. 17-1212 13 Expiration Date: August 22, 2022 Approval Date:. February 01, 2018 E-1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMTTED B. TESTS (CoNmsum) 5. 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 a rectangular—, a circular arch — and an elliptical arch fin —frame fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-03-1777, dated 01/30/03, HETI-03-1774A and dated 01/30/03, HETI-03-1774B, dated 01/30/03, all signed and sealed by Rafael Droz— Seda, P. E. (Submitted under NO,4 No. 03-0327.11) 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FB-C, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 along with marked —up drawings and installation diagram of a circular arch fin —frame fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s BET I- 02-12-15, dated 04/08/02 and HET141-1193, dated 04/08/02, both signed and sealed by Hector Medina, P. E. (Submitted under NOA No. 02-0701.01) 7. Test reports or.: 1) Large Missile Impact Test per FB-C, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked —up drawings and installation diagram of a rectangular—, a circular arch — and an elliptical arch fin —frame fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s TI-02-1158, dated 04/08/02, HETI-01-1103, dated 02/12/02 and RETi-01-1098, dated 02/11/02, all signed and.sealed by Hector Medina, P. E. (Submitted under NOA No. 02-0701.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by manufacturer, dated 03/01/12, signed and sealed by Thomas J. Sotos, P. E. (Submitted render NOA No.12-0307.06)' 2. Glazing complies with A.STM E1300-04/ 09 D. QUALITY ASSURANCE 1. Miami —Dade Department of Regulatory and Economic Resources (RER). . Ishaq I. Chanda, E. E. Product Control Examiner NOA No. 17-1212.13 Expiration Date: August-"-. 1-02-1 Approval Date: February 01, 2015 E-2 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.16-1117.01 issued to Kuraray America., Inc. for their "Trosifol® U-1traclear, Clear, and Color PVB Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America., Inc. for their "SentryGlas® (Clear and White) Interlayer" dated 06/25/15, expiring on 07/04/18. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on. 12/11/18. F. STATEMENTS 1. Statement letter of conformance to and complying with FBC 511, Edition (2014), issued by manufacturer, dated 05/23/17, signed and sealed by Thomas J. Sotos, P. E. 2. Statement letter of no financial interest, issued by manufacturer, dated 03/02/12, signed and sealed by Thomas J. Sotos, P. E. (Submitted ander NO.4 No. I2-0307 06 3. Laboratory compliance letter for Test Reports No.'s HETI-09-2614, dated 09/04/09, HET149-2612, dated 09/02/09, HE`II-09-2586, dated 07/10/09, RET"9 2584, dated 07/10/09, HETI-09-. 582, dated 07/10/09, RETI-09-2580, dated 07/10/09, HETI-09- 2613, dated 09/04/09, HETI-09 2611, dated 09/04/09, H£TI-09 2585, dated 07/10/09, IM, TI-09 2581, dated 07/10109 and IMTI-09-2579, dated 07/10/09, all issued by Hurricane Engineering & Testing, Inc., signed and sealed by Candido F. Font, P. E. (Submitted under NOA No. 12-0307.06) 4. Laboratory compliance letter for Test Reports No.'s HETI-12--4010 dated 03/05/12, TI-11-3363, dated 03/05/12, HETl4-- 3-1778, dated 01/30/03, AETI-03-1779, dated 01/30/031, HETI-03-1776, dated 01/30/03, BET'I-03-1777, dated 01/30/03, IJET1431- 1774A, dated 01/30/03 and IETI=03-1774B, dated 01/30/03, all issued by Hurricane Engineering & Testing, Inc., signed and. sealed by Rafael Droz-Seda, P. E. (Submitted under NOA's No.'s 12-0307 06) G. OTHERS 1. Notice of Acceptance No. 14-090&18., issued to Lawson Industries, Inc. for their Series "42-00/ 6200 Flange -Frame" Aluminum Fixed Window - L.1b1.1.", approved on 12/I 1/14 and expiring on 08/22/17. 2. New Evidence submitted. A. DRAWINGS 1. Drawing No. L4200-62.00-i201 Rev C, titled 'S-erizs--200-6200 Flange -Frazee Impact Fixed Window", sheets 01 through 05 of 05, dated 02/21/12 last revised on NOV 21, 2017, prepared by manufacturer, signed and sealed byThomas J. Sotos, P. E, prepared by manufacturer,signed and sealed by Thomas J. Sotos, P. E. Note: T'nis revision consist of editorial changes of FBC 17 (6t' Edition) code compliance, ishaq I. Chanda, P. E. Product Control Examiner NOA No. 1.7-1212.13 Expiration Date: August 22, 2022 Approval Date: February 01, 2018 E - 3 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. Test 1. None. C. CALCULATIONS 1. None D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATER1 AY, CERTIFICATIONS 1. None. F . STATEAMNTS 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. 2. Statement letter dated 01/22/18 of the •editorial drawing changes issued by Lawson Inc; signed by Nelson Erazo, Senior design engineer. G. OTIMR 1. This NOA revises # 17-0531..05, expiring 08/22/22. lshay 1. CLanda, P. E. Pr oduet Control Examiner 1OA No. 171212.13 Expiration Date: August 22, 21?22 Approval Date: February 01, 2018 E-4 SERIES-4200 / 6200 FIXED IMPACT WINDOW - FLANGE FRAME APPROVED WINDOW ELEVATIONS (L.M.IT{M'P�ACT) WINDOW HEIGHT WINDOW HIEIGFtT (' WINDOW HEIGHT r LEGTIHT.I II V1N➢OV QUARTER -ROUND ELEVATION p� II VINDDV WIDTH HALE -ROUND TYPICAL ELEVATION R VINIfOV WIDTH Ta D PI .T I WINDOW WINDOW MEIGHT L ViNDOV WIDTH HEXAGON TYPICAL ELEVATION VINDDV 1� L RECTANGULAR WINDOW HEIGHT L WINDOW W1DiH SQUARE VINDDV bVl➢TH� TYPICAL El EVATION PICTURE WINDOW ELEVATION WDIDOV HEiG"r �� �� WIDT� WINDOW HE LF VINDDV WIGHT LE HT. L .9 FALL ROUND TYPICAL ELEVATION V1N➢OV WIDTH vNmv WIDTH RECTANGULAR TYPICAL ELEVATION SQUARE PICTURF WINDOW ELEVATION VINDDV H [GNT0 VINDDV WIDTH OVAL. TAOCAI. FT FVATION WWD� I HE GHI _V PI� LEG xr. VINDDV WIDTH 1EG ED EYE BROW EI EVAr1ON WINDOW II: WINDW VDITH Q ARTER- ND EVATION WINDOW HE1GH7 LkJASHOW WINDOW WIDTH OCTAGON TYPICAL ELEVATION WINDOW HOG ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN, CAN BE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN A SQUARE OR RECTANGLE, AS IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. PROVIDED PERIMETER FASTENERS ARE DESCRIBED HEREIN FOR SIZE AND SPACING. VINDDV WIDTH " I IPT A ' TYPICAL I A " I�EVATION TYPICAL ELEVATION TESTED UNIT NOTE: MAXIMUM GLASS AREA TESTED APPLIES TO GLASS TYPES: E, F, J, K AND L. - SEE DESIGN LOAD CAPACITY TABLES ON SHEET 4 FOR SIZE LIMITATIONS OF EACH GLASS TYPE. General Notes: 6aNAX. TYP. AT CORNERS PR�DIJC: FtSY 12' 38 w47F�v�h 1pC . iYP. Ne 1 -1ZIZ- 1 fDl Am'gocae EAFeEEfIGa 00I0 �S.iI'- IR6INCf iC EXT. 4 INT. FALSE COLONIAL HUNTINS ARE APPLIED V/ W/ SILICONE AND ARE AVAILABLE AS OPTIONAL. WINDOWS ARE L.M. IMPACT MIAMI-DADS COUNTY APPROVED SHUTTERS NOT REQUIRED 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE (2014-5th Edition & 2017-6th Edition) INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ) AND ASTM 1300-09. THIS PRODUCT IS IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) 2.) WOOD BUCKS SHALL, BE INSTALLED AND ANCHORED SO THAT THE BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THU REQUIREMENTS OF F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL. 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ANCHORS ON ALL WINDOW SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (O.C.) . 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARC TO BE ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND TO BE REVIEWED BY BUILDING OFFICIAL. 5.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES, AND FOR USE WITH DOUBLE GLAZE LAMINATED INSULATED GLASS TYPES TABULATED HEREIN; (SEE SHEET #3 FOR GLASS TYPES AND SHEET #4 FOR MAX. DESIGN PRESSURES). 6.) WINDOWS WITH GLASS TYPES "B, C, F, OR G" INSTALLED ABOVE 30It. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED TO COMPLY WITH THE SMALL MISSILE IMPACT RESISTANCE REQUIREMENTS (FBC-Chapter 24 Section 2411.3.3.7). 7.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 2 & 5. S.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE 9.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE. PRESSURE TREATED AND ANCHORED (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET #2_FOR: DETAIL & NOTES) 10.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. 11.) MULLING FDIED WINDOWS WITH OTHER TYPES OF MIAMI-DADE COUNTY APPROVED PRODUCTS USING A WAMI-DADE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY YO THE ENTIRE MULLED SYSTEM. 12.) SEE SHEET # 5 FOR MULLION/METAL ATTACHMENT DETAILS & OPTIONS. 7 �Z 7 N M14 S.N.S. W/ 1 1/4' MIN. EMBEDMENT INTO WORD. (SEE ELEVATION AT SHEET OI FOR MAX. FASTENER SPACING) .-ai { —v4• HAX INTERIOR swim SPACE N TEROIR FINISH NOT BY LAWSON INDUSTRIES, INC. F3_'✓fmml33 EXT. GRADE BACK BEDDING TD BE APPLIED BERM WINDOW FRAME FLANGE BY INSTALLER (7YPJ ALL WOOD DUCKS IN CONTACT WITH CONCRETE — (NOT BY LAWSON IND.) TO BE PRESSURE TREATED & 4 TO BE REVIEWED BY BLDG. OFFICIAL (TYP.) (SEE GENERAL NOTES AT SHEET I11) ENT. G CAULK u a f n 014 S.M.S. W/ 1 1/4' MIN. EMBEDMENT INTO WOOD. (SEE ELEVATION AT SHEET 01 FOR MAX. FASTENER SPACING) SILICONE ADHESIVE �/ 10 BEDDING COMPOUND / I INTERIOR rLAMINATED GLASS .PT, WOOD BUCKS q: C c e ' 1/4' TAPCGN V/ 1 1/4' Mtn MIN. EMBEDMENT INTO CONC. A', (SEE ELEVATION AT SHEET 01 N too FOR MAX. FASTENER SPACING) m p v) [ � o Z 8 1 1/4: MIN Q Z HEBNENi 1 1/8' MIN. B °. EDGE DISTANCE A. I EXTERIOR nD t»>,»v.+>»:»m»»•.,x («air-xvx r .,a EXTERIOR i i ; I EXi. GRADE CAULK �•� 0., .. __ • : - . ;, II EXTERIOR GRABS PERIMETER CAULKIHG LWINDOW _ _ ' ,i�__,'._=•:=.,a/� .• EXT. GRADE PERB(ETLR ,)�}r '' NG NOT HY FRAME V1DTR 'LAWS LAWSON INDUSTRIESIT TD BE APPLIED BY OTHERS C I JAMB (TYP.) 1' MIN. ML4 S.H.S. W/ 1 1/4' 1/4' TAPCpN W/ 3 1/4' STUCCO OVER METAL LAIN NAILED 70 UGE DISTANCE MIN EMBEDMENT INTO WOOD. MIN. EMBEDMENT INTO CONC. EXTERIOR GRADE PLYVO® SHEATHING (SEE ELEVATION AT SHEET 01 (SEE ELEVATION AT SHEET 411 TD BE SPECIFIED BY ARCHITECT OR G.0 FOR MAX. FASTENER SPACING) FOR MAX. FASTENER SPACING) —PT WOOD BUCK MDT BY LAWSON IND. (EXTERIOR FINISH BY OTHERS) MUST SUSTAIN IMPOSED LOADS NUT By LAWSON INDUSTRIES, INC EXT. GRADE MIN. CAULK I -�131> a WOOD FRAME IINSTALLATION DETAIL 1 1 4' M N' ' ;i•`o. a4 .° ° a . • •tl , °r' : a 1 1/4' MiN. <EMBEDMENT . d' V EXTERIOR GRADE PERIMETER CAULKING 1 WINDOW INSTALLATION NOTES: 1. THE WINDOW FRAME FLANGE TO BE BACK -BEDDED W/ AN EXT. GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE BY WINDOW INSTALLER (TYP.) P. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO BE CAULKED AND SEALED..W/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS (TYP.) 3. WOOD BUCK SPECIFIC GRAVITY = 0.55 MIN. 4. CONCRETE COMPRESSIVE STRENGHT = 2Ksi MIN, • WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY IS LESS THAN 1/8", SHIMS ARE NOT REQUIRED. ANCHORS NOTE: ANCHORS TO BE tt14 SMS OR WD, SCREWS INTO WOOD, OR 1/4' ITW BUILDEX TAPCONS or APPROVED CONC. FASTENERS INTO CONCRETE (2KSl MIN.), WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR CONC, AT 12' D.C. MAX. r TAPCON YIELD STRENGTH. Fy=IOOKsi ULTIMATE STRENGTH- Fu=125Ksi EX SILICONE ADHESIVE BEBBING COMPOUND EXTERIOR INTERIOR 4 MAX, z 1IM YP to LAMINATED GLASSODUCE9f i:G Ons ffi-It ylReu4t4 tHt B 3 11 DAgnc aec�N® 1�� . 12 EXTERIOR GRADE liiSpiAtiT�a lDAte •2 PERIMETER CAULKING . .:PP:xdasfl _ Aj n < r . 1 I/4' MIN, na d' d ° A EMBE➢MENT: 1 .b. d: LAMINATED INSULATED GLASS COMPOSITION TYPE B ITEM DESCRlPTIOU DETAIL 1 1/6' ANN. GLASS 2 0.090' SAFLEX PVB•by Eastman Chemical Co. 3 1/8' ANNEALED GLASS ---_ _--- F ' I = - _ - ___ _ 4 1/4' INSULATED AIR SPACE S (X) 1/8' ANNEALED OR TEMPERED GLASS LAMINATED INSULATED GLASS COMPOSITION TYPE C ITEM DESCRIPTION DETAIL 3/16• a3n• ✓0' _ =_ __ - ea.o• I 1/6' ANNEALED GLASS 2 0,090' SAFLEX PVB by- Eastman Ch.mIcd Co. 3 1/8' ANNEALED GLASS 4 1/4' INSULATED AIR SPACE 5 Cam) 3/16' ANNEALED OR TEMPERED GLASS LAMINATED INSULATED GLASS COMPOSITION TYPE F ITIOH DESCRIPTION DETAIL 1 1/8' HEAT-STRENGHTENED GLASS ve• r 2 0.090' TROSIFOL PVB by, Kuraray America, Inc. ® V 3 1/8' HEAT-STRENGHTENED GLASS a w _=loa.v 4 1/4' INSULATED.. AIR SPACE 5 (w) 1/0' ANNEALED OR TEMPERED GLASS vl f LAMINATED INSULATED GLASS COMPOSITION TYPE G ITEM DESCRIPTION 1 1/8' NEAT-STRENGHTENED GLASS 3/l6• _____=____=_ _L 2 0.090' TRISIFUL PVB byi Kuraray America, Inc. ® .1/4' any 3 1/8' HEAT-STRENGHTENED GLASS 4 1/4' INSULATED AIR SPACE- 5 (t) 3/16' ANNEALED OR TEMPERED GLASS ' LAMINATED INSULATED GLASS COMPOSITION TYPE L ITEM DESCRIPTION DETAIL - 1 3/16' HEAT-STRENGHTENED GLASS 2 0.090' TROSIFOL PVB byi Kuraray America, Inc. ® J/4• 3 3/16' HEAT-STRENGHTENED GLASS _�aso ins• - 4 1/4' INSULATED AIR SPACE _ S 3/16' TEMPERED GLASS Notes: 1.) SEE SHEET 4 FOR DESIGN LOADS LOAD CAPACITY TABLES. NO WINDOWS WITH GLASS TYPES "B, C, F, OR G" INSTALLED ABOVE 30 FT. IN THE HVH2, THE I.G. EXTERIOR LITE SHALL BE TEMPERED TO COMPLY WITH THE SMALL MISSILE IMPACT RESISTANCE REQUIREMENTS (FBC-2014, Section 2411.3.3.7). SILICONE OPTIONS', DOW CORNING 899 _ SCHNEE-MOREHEAD TREMCO SPECTRUM 2 LAMINATED LAMINATED %MSULATED INSULATED GLAZING DEPTH GLAZING DEPTH LAMINATED) ZINSULATED GLASS TYPICAL GLAZING DETAIL 5 16 LAMINATED GLASS COMPOSITION - TYPE A ITEM GLASS DESCRIPTION DETAIL 1 1/8' ANNEALED GLASS ._-_ c_ _-_ 2 0.090' TROSIFOL PVB bye Kuraray Americo, Inc. Q090 3 1/8' ANNEALED GLASS (D0a4. 5 16 LAMINATED GLASS COMPOSITION - TYPE D ITEM GLASS DESCRIPTION DETAIL I 1/8' HEAT-STRENGHTENED GLASS L3 1/4, 2 0.090' TROSIFOL PVB by, Kuraray America, Inc. "il1 3 1/8' HEAT-STRENGHTENED GLASS 2 a34o• 13 32" LAMINATED GLASS COMPOSITION - TYPE E ITEM GLASS DESCRIPTION ( 3 DETAIL 1 3/16' HEAT-STRENGHTENED GLASS a/0' A.090• 2 0,090' SAFLEX PVB by, Eastman Chemical Co. 3/16 :_ ==_ 3 1/8' HEAT-STRENGHTENED GLASS 0.40' 7 16" LAMINATED GLASS COMPOSITION - TYPE H ITEM GLASS DESCRIPTION 3 DETAIL. _ 1 3/16' ANNEALED GLASS 2 0.090' SAFLEX PVB by- Eastman Chemical Co. /16, 3 3/16' ANNEALED GLASS 1 ITEM I GLASS DESCRIPTION -�� DETAIL 1 3/16' ANNEALED GLASS 3/16 _______- _ --_--a4 0 2 0,090' TROSIFOL PVB by, Kuraray America, Inc. 3/16' _-__ ___:=1 3 3/16' ANNEALED GLASS 1 -n- 7 16" LAMINATED GLASS COMPOSITION - TYPE J ITEM GLASS DESCRIPTION 3 DETAIL _ 1 3/16' HEAT-STRENGHTENED GLASS 3/16' .0.090• -_ --— 0.46 2 0.090' SENTRYGLASS by, Kuraray America, Inc. 3/16' .='__—::_-_:-� 3 3/16' HEAT-STRENGHTENED GLASS 16 2 7 16' LAMINATED GLASS COMPOSITION --TYPE K ITEM CIASS DESCRIPTION 3 DETAIL 1 3/16' HEAT-STRENGHTENED GLASS 2 0.090' TROSIFOL PVB byi Kuroray America, Inc, 3/16' 3 3/16' HEAT-STRENGHTENED GLASS 1 2 SILICONE SCHNEE-MOREHEAD SM 5731 DOW CORNING 899 TREMCO SPECTRUM 2 III fi: 8 l+ LAMINATED 1 nl j1I i:,� MONOLITHIC GLAZING STOP 0 CIRCULAR WOWS. LAMINATED a LAMINATED 4 MONOLITHIC MONOLITHIC Ob00'---�-- 0.600'—I— GLAZING DEPTH GLAZING DEPTH 2 LAMINATED MONOLITHIC 'SILICONE OPTIONS': _----- -_ ---_- DOW CORNING 899 SCHNEE-MOREHEAD 5731 TREMCO SPECTRUM 2 GLAZING DEPTH LAMINATE,D/MONOLITHIC GLASS TYPICAL GLAZING DETAIL m®DDGSBE6', &M OWW4* I'M ft LLl%ft adavacdo ikrte �' . imiastC'e>ohal 4200.8200 FIXED IMPACT WINDOW MODULAR SIZES CHART -DESIGN LOAD CAPACITY -PSF WINDOW DIMS. GLASS TYPES wlDrx ' LENa7x A B N-OP C +/_pp D �%DP E +J-DP F -I- DP G +!-DP H +1•DP I +!-DP J +/-OP K +/_pp L +1-DP 24" 68 68 88 66 65 68 66 60 78 65 E9 3G' 68 68 88 - 68 65 68 68 Be 68 78 65 Be 36' 68 66 68 68 65 Be 68 Be 7d 65 68 42' 36" 68 68 6B 68 (35 68 68 6B 78 65 68 48' 68 Be Be 68 fi5 68 68 P68 68 7B 65 68 54" 68 G8 6B 68 65 68 68 65�68 fib 6B BB 65 66 66 68 76 656824" 68 68 68 68 65�68 68 78 65 68I.01 68 6868 68 65 BB68 68 78 65 Be 68 68 6868 85 68 68 68 68 7685fi868 68 6860 85 68 68 64.7 58.3 78 65 6868 68 I 6868 65 68 68 55.6 51 78 65 88 x x X68 65 68 68 58.6 51 7885 x x x 68 85 � 68 x x 78 65 68 24" 68 68 Be 68 65 68 68 68 68" 78 65 Be 3G' 68 66 88 68 65 68 68 69 68 78 85 68 36' 68 Be 68 68 65 6B 68 B8 68 78 65 6S 4T' 63" x x x 68 65 BB 68 64.7 58.3 78 85 68 48" x x x 68 65 68 66 x x 78 65 68 54" x x x x 66 x x x x 78 85 6B 6G' x x x _ x 65 x x x x 78 65 68 24" 68 68 6B 68 65 65 Be 68 Eli 78 65 6'9 3G' 6II 68 68 68 05 6d 68 66 fi8 78 fi5 6('i 3G x x x 68 85 [i8 68 65.5 68 78 65 68 4T' 72" x x x 65 EB x % x 78 65 E6 4B" X x X x 65 x x x x 78 65 Be 54" x x x x 65 x x x x 74.7 65 Be 6d' x 4200-6200 FIXED IMPACT WINDOW COMMODITY SIZES CHART - DESIGN LOAD CAPACITY -PSF WINDOW DIMS. GLASS TYPES WIDTH in. LENGTH In. _ A, +f- DP B +/- DP _ C +!- DP +)- DP +I- DP +(- DP +) J _ K +)- DP +/- DP 19-1/8" 68 88 68 68 85 68 68 68 78 65 6B 2fi•1/Z" 37° 26' 68 68 68 66 I 65 68 68 68 >�{ *`=7 78 65 68 68 fib 68 68 65 68 68 68 78 65 66 48' 66 68 66 fib 65 68 fib 66 78 65 i 68 531/8" 68 66 66 68 65 68 68 68 7B 65 66 19.118° 66 66 68 68 6508 ,_68 68 I'?3 78 65 6B 26-112" 68 68 _ 68 68 65 68 8 6B =�3 78 65 68 37' 48" 68 68 68 68 65<`58 .5�-fi I 662 f',%2 78 65 68 68 _ 68 68 68 85 68 �;8 78 65 68 531/B" 6B 68 68 68 65 68 i8 63.8 76 65 Be 19-1/8" 86 68 68 68 65 68 ::i8 6B 26-12° 68 _ 66 68 _ 68 65 68 �'i8 66 2i3 78 65 68 37" 50.5;8" 68 Be 68 68 65 8866.2 F';°.2 78 65 66 48" s5 68 ;'i8 x 51 78 65 66 53118" x % x 68 65 68 •`-�08 x � 78 65 68 19-118" 68 68 68_ 68 65 68 'Iff 68 68 78 65 68 26-11T' 37' S8" 68 68 68 68 65 68 + �18 1 -i8 68 8 78 fi5 68 68 68 68 68 65 88 x -.i.2 _ 7B G5 68 48° x X x 68 65 fib 58 x 'c 78 65 68 53-1/8" x x x x 65 x ; x x _ x 78 65 66 19-118" 68 Be 66 68 65 68 ".68 66 68 65 68 26-112' 66_ _68 68 68 65 68 .gB _ 68 _ i 68 _78 78 65 68 37" 63" x z z 68 fi5 68 �i•;i8 .:.x 66.2 78 65 68 48" z x x x 65 68 x t x__ 78 65 68 531/8° x x 65 x x 78 65 68 19.1/8" 26-1/2° 68 fi8 66 (i8 65 66 ;8 '8 68 78 65 68 68 68 68 68 65 68 s5 68 3T 74' x x x 68 65 68 68 x x I 78 65 68 48° x x x x 65 x x x x 75.6 65 66 531/8" x x x x 65 x x x x _ 72 65 68 19-i18" 68 _ 66 68 88 65 68 68 68 68 78 65 68 26.1/2" 68 66 68 68 65 68 68 x 6t3 78 65 68 3i 74114" x x x 68 65 68 68 x x � 78 65 68 r 48' x x x x 65 x x x x 75.2 65 68 531/8" x x x x 65 x z x x 71.6 65 fi6 y O I� 00 4 A a 01 7 e M a0 t7 fC�r 1 yam v o o m S o x a O o I 3�v r7 z jZ o U A N U 1 0 W a N a(� o C PCIZ U ch z q S 4 to 1� w V 1 A 1. F z CQ a W W fn w I .ov s d $ o w a S Notes a g 5 �n «'w 3 N N 1.) SEE SHEET 3 FOR GLAZING TYPES, DETAILS & SILICONE OPTIONS. 8 .fiiSiii FFF0 iK 2.) WINDOWS WITH GLASS TYPES "B, C, F, OR G" INSTALLED o ABOVE 3D FT. IN THE HVHZ, THE I.G. EXTERIOR LTTE SHALL Eo z z BE TEMPERED TO COMPLY WITH THE SMALL MISSD.E IMPACT g 3 o u RESISTANCE REQUIREMENTS (FBC-2014, Section 2411.3.3.•7). xd m u Pu®nue:rRgvtsrfl `t�,amr<asae€��j:�3p� L nR ew�leK,im the i t yxt � ....... ;'Y�r r9% J P}+?vlatR�tc_ 22!' �L `ttr N A CJ rp,� Ll MQIE: WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED a v,,za' •" .�i,,J,.`` VERTICALLY OR HORQONTALLY AS SHOWN ABOVE, C q [61.1 DILL OF MATERIALS ITEM PART B QUANTITY DESCRIPTION MATERIAL REMARKS i L-4201 2 FRAME HEAD/SILL/JAMB 6063-TG - 2 L-7708 4 GLAZING BEAD (5/16" GLASS) 6063-T6 - 3 L-7708 4 GLAZING BEAD (3/8° & 13/32" GLASS) 6063-T6 - 4 L-7708 TRIMMED 4 GLAZING BEAD (7/16" CLASS) 6063-T6 - 5 L-7711 4 GLAZING BEAD (5/16" GLASS- INSULATED) 6063-T6 - 6 L-6211 4 GLAZING BEAD (7/16" GLASS - INSULATED) 6063-T6 - 7 #8 X 3/4" 2/ CORNER ASSEMBLY SCREWS - P.H. PHILLIPS 8 L-4204 AS REOD. GLAZING BEAD AT CIRCULAR WDWS. 6063-T5 - 9 VWS-004 AS READ. GLAZING GASKET SOFT PVC - 10 s AS RCQD. GLAZING SILICONE ' - 11 PL 75.6020 AS READ. GLAZING SETTING BLOCK SOFT PVC 1/8" X 1/8" X 2" 12 812-25H-357 AS REOD. TraSeal" Oura Seal SWiggle Spacer 1/4" BLACK 1/4" AIR SPACE I71NDOW FRAME EXTRUSION DETAILS 2.64D—vi 310 1.281 �— 781 a62 TYP.050 I I .850 —.3-T91 TYR T TYP. 773 .EI d j b-1.509 FRAME HEAD/SILL/JAMB 2 GLAZING STOP (5/16" GLASS) a100.Oa0 F.8! —� f 272 —f .650 7040- r.250 �S '050 j C50 TYP. TYP, ,773 .773 h 3 GLAZING STOP 4 GLAZING STOP (7/16" GLASS) (3/8" & 13/3Z GLASS) 310 O50 p5p BSU 1 5 .992 050 A 2 TYP. .050 jj IIT TYP. L L 5 �1 .684 INSULATED GLAZING STOP W/ 5/16" LAMINATED GLASS 6 .800 INSULATED GLAZING STOP W/ 7/16" LAMINATED GLASS .050 TYP."Ir (�UIII 608 8 .466j-- QO90' y —BUTP KuraraAn by. ro, Inc GLAZING STOP (CIRCULAR WDW.) SEE MULLION APPROVALS FOR MULLION TYPE. SIZE AND MAX. DESIGN PRESSURE LIMITATIONS. ALUMINUM MULLION - (ALUM. 0.078- MIN. THICK) NOTE: THE LOWER PRESSURES OF THE WINDOW OR MULL SHALL GOVERN INTERIOR tla ] t m 57PM FRAV AD IliaWNE - _R/1F I�1/E' I1W RYE15 rnem+m miw vsoc ro outset or mwrs AIW SIMP FRAME JAM �1� ��� FReuG GI 1 or H AD I11I� 7 RECT. OR SQUARE VA14DOM IYPI AI CORNER CON�LN`TION CIRCULAR WINDOWS OR MITER CORNERS O O � FRAME RADIUS JOINT FRAME END CORNER U ti FRAME CORNER & JOINT DETAILS a SEALANT: r � 0 o FRAME CORNERS, OR JOINTS SEALED WITH A COLORED SEALANT AND PERIMETER OF GLAZING BEAD WITH CLEAR SILICONE a C p 6 12 X 3/4' S.D.S. FLAY HEAD, PHILLIPS. AT 12' D.C. MAX. EXTERIOR �� `— WINDOW FRAME EXTERIOR GRADE// 2 PERIMETER CAULKING FRAME MULLING DETAIL N F.CQ U I Am cmpwswith at m tslatpiylog`y11h the F-iarllc Aacq om No 17� lZI �-! 5 E>R+lfellpR =—camw LL o 90 a 4P SEE MULLION APPROVALS FOR MULLION TYPE, SIZE AND MAX. $ u $ ^ DESIGN PRESSURE UMITATIONS. INTERIOR NOTE: THE LOWER PRESSURES OF o o sw i o MAX. THE WINDOW OR MULL SHALL GOVERN a E 3 S k3 SHIM z z �1/4' id a 12 S.D.S. X 1 1/4" L AT 12' O.C. MAX. K NOTE: 1. ALL STEEL IN CONTACT WITH tytt4r--:: r•ttAdeA. ALUM. TO 8E PAINTED OR PULED. a 7 a e .. _ -__ 2. METAL STRUCTURES: 4�F�QS ,••,, #!+{ _ -____ A) STEEL : Fy a 36 KSI MIN �C7 STEEL 18 GA. MIN. THICK - 0.048 ' oe w > s �-c'- 8) ALUMINUM : 606J-T5 MIN F co (ALUM. 0.078' MIN- THICK) HZ 10 PERIMETER- WINDOW FRAME : -LL7 SEALANT EXTERIOR •f,s'".' tom+ . .''fit 7 METAL STRUCTURE ATTACHMENT DE AIL 'xa>-.e..en5t C A