Loading...
HomeMy WebLinkAboutNOA # 17-0222.14I MIAMI•DADE MIAMI-DARE COUNTY 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.gov/economy Lawson Industries, Inc. 8501 NW 90 Street Medley, FL 331.66 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 "HS-8700 (Flange -Frame)' Aluminum Horizontal Sliding Window — L.M.I. APPROVAL DOCUMENT: Drawing No. L8700-0901, titled "HS-8700 Horizontal Rolling Flange Impact Window"; sheets 1 through 10 of 10, dated 05/30/09, with revision C, dated 02/10/17, prepared by manufacturer, and signed and sealed by Thomas J. Sotos, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami —Dade County Product Control Section. MISSILE LWACT 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 and renews NOA No.14-0908.14 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 17-0222.14 MIAMW$R COgtW Expiration Date: April 11, 2022 Approval Date: April 13, 2017 44'1) � � Page 1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 02-022Z 05) 2. Drawing No. L8700-0901, titled "HS-8700 Horizontal Rolling Flange Impact Window", sheets 1 through 10 of 10, dated 05130109, with revision C dated 02/10/17, prepared by manufacturer, signed and scaled by Thomas J. Sotos, P.E. B. TESTS 1. 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) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, XOX (1/4-1/2-1/4 and 1/3-1/3-1/3) configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-10-3049 and HETI-10-3051, dated 03/23/11, signed and sealed by Candido F. Pont, P.E. (Submitted under NOA No. 11-0 705. 10) 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along with marked -up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window, XOX (1/4-1/2-1/4 and 1/3-1/3-1/3) configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-10-3047, HETI-10-3053, HETI-10-3057, HETI-10-3130, HETI-10-3223 and BET-10-3225, dated 03/23/11, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 11-0 705. 10) 3. 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 horizontal sliding window, XOX (1/4-1/2-1/4 and 1/3-1/3-1/3) configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-10-3048, HETI-10-3049I, dated 11/09/10, HETI-10-3050, HETI-10-3052B, HETI-10-3056, HETI-10-3131, HETI-10-3224 and HETI-10-3226, dated 03/23/11, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No.11-0705.10) 4. 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 horizontal sliding window, XOX configuration, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-10-3251, dated 04/25/11, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA No.11-070110) nu 1 Perez, P.E. Product on of Examiner NOA No.17-0222.14 Expiration ]Date: April 11, 2022 Approval Date: April 13, 2017 E-1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (co=gm) 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, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window, XO configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-08-2033, IIETI-08-2034, P,LETI-08-2035, HETI-08-2036, HETI-08-2037, HETI-08-2038, BETI-08-2116A and HETI-08-2116B, dated 02/28/08, signed and sealed -by Candido F. Font, P.E. (Submitted under NOA No. 09-0706.05) 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, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window, XO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-3097, FTL-3098 and FTL-3364, dated 12/06/01,12/11101 and 01/28/02, respectively, all signed and sealed by Luis Antonio Figueredo, P.E. (Submitted under NOA No. 02-0227.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by Lawson Industries, Inc., dated 05/28/09, revised on 07/10 and updated on 01/25/12, signed and sealed by Thomas I. Sotos, P.E. (Submitted under NOA No. 12-0127.08) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.14-0916.11 issued to Kuraray America, Inc. for their "SentryGlasO (CIear and White) Glass Interlayers" dated 06/ 5/ , expiring on 07/04/18. Ma el rez, P.E. Product C Wino xaminer NOA No. 17-0222.14 Expiration Date: April 11, 2022 Approval Date: April 13, 2017 E-2 Lawson Industries, Imc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS . 1. Statement letter of conformance, complying with the FBC 5th Edition (2014), dated February 16, 2017, issued, signed and sealed by Thomas J. Sotos, P.E. -' 2. Statement letter of no financial interest, dated 05/20/10, signed and sealed by Thomas J. Sotos, P.E. (Submitted wader NOA No. 12-012 7.08) 3. Laboratory compliance letter for Test Reports No. HETI-10-3047, B ETI-10-3048, BETI-10-3049, HETI-10-3049I, HETI-10-3050, HETI-10-3051, HETI-10-3052B, HETI-10-3053, HETI-10-3056, HETI-10-3057, HETI-10-3130, HETI-10-3131, HETI-10-3223, RETI-10-3224, HET-10-3225 and HETI-10-3226, all issued by Hurricane Engineering & Testing, Inc., dated 11/09/10, 03/23/11 and 04/25/11, signed and sealed by'Candido F. Font, P.E. (Submitted under NOA No.11-0705.10) 4. Laboratory compliance letter for Test Report No. HETI-10-3251, issued by Hurricane Engineering & Testing, Inc., dated 04/25/11, signed and sealed by Rafael E. Droz- Seda, P.E. (Submitted under NOA No. 11 -0 705. 10) 5. Laboratory compliance letter for Test Reports No. HETI-08-2033, HETI-08-2034, HETI-08-2035, HETI-08-2036, HETI-08-2037, BETI-08-2038, BETI-08-2116A and HETI-08-2116B, issued by Hurricane Engineering & Testing, Inc., dated 01/15/08 through 02/28/08, all signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 09-0706.05) 6. Laboratory compliance letter for Test Reports No. FTL 3097, FTL-3098 and FTL-3364, all issued by Fenestration Testing Laboratory, Inc., dated 12/06/01, 12/11/01 and 01/28/02, all signed and sealed by Luis Antonio Figueredo, P.E. (Submitted under NOA No. 02-0227.05) G. OTHERS 1. Notice of Acceptance No. 14-0908.14, issued to Lawson Industries, Inc. for their Series "HS-8700 (Flange -France) Aluminum Horizontal Sliding Window - LM.I." approved on 11/13/14 and expiring on 04/11/17. lYianu E.E. Product Co rol E miner NOA -0222.14 Expiration Date: April 11, 2022 Approval Date: April 13, 2017 E-3 B 81 D a al B 81 NOTE: ' ox I XO 1) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2) FOR VERTICAL CROSS-SECTION DETAILS "A. Al. B. & Bl" REFER TO SHEET p3 3) FOR HORIZONTAL CROSS-SECTION DETAILS "C, D. & E" REFER TO SHEET 04 4) REFER TO SHEET 5 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. A Al B 81 E XOX -Equal Lite (1/3-1/3-1/3 NOTES: 1) REFER TD SHEET 2 OF LO FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2) FOR VERTICAL CROSS-SECTION DETADS 'A. Al. B. & 81' REFER TO SHEET #3 4) FOR To SHEET CROSS-SECTION F 10 FORDES DESIGN SHEET g5 LOAD CHARTS AND NOTES. A Al B 81 NOTES: u XOX - Un-Eqal Lite (1/4-I/2-1/4) 1) REFER TO SHEET-2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2) FOR VERTICAL CROSS-SECTION DETAILS "A. Al. B. & In' REFER TO SHEET #3 3) FOR HORIZONTAL CROSS-SECTION DETAILS -D. & E" REFER TO SHEET g5 4) REFER TO SHEET 7 OF LO FOR DESIGN LOAD CHARTS AND NOTES. - SERIES-8700 HORIZONTAL SLIDING IMPACT WINDOW APPROVED ELEVATIONS General Notes: 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE 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 THE REQUIREMENTS OF 2014 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL. lJ 3.) ANCHORS SHOWN ON SHEET 2 OF 10 ARE AS PER TEST UNITS. ANCHORS ON ALL WINDOW SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (D.C.), AND AS TABULATED ON SHEETS 6, 7, or 8. 4.) ANCHOR CONDrrIONS NOT DESCRIBED IN THESE DRAWING'S ARE 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 TABULATED HEREIN (SEE SHEETS $6, 7, or 8), AND FOR USE WITH DOUBLE GLAZE LAMINATED INSULATED GLASS TYPES TABULATED HEREIN (SEE SHEETS #S. 7 or 8). 0.) WINDOWS WITH GLASS TYPES "A, C. OR G" INSTALLED ABOVE 30FT. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. 7.) SEE SHEET 4 FOR LACK DETAILS & OPTIONS. 8.) SEE SHEET 9 FOR CLASS TYPES. 9_) SEE SHEET 8 FOR DESIGN PRESSURES ON XO or OX" WINDOWS 10.) SEE SHEET 7 FOR DESIGN PRESSURES ON EQUAL-LITE XOX" WINDOWS. 11.) SEE SHEET 8 FOR DESIGN PRESSURES ON UN -EQUAL LITE •XOX" WINDOWS. 12.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 3. 4, or 9. 19.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE 14.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET 03, 4 & 5 FOR DETAIL & NOTES) WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE 2014 FBC CHAPTER 24 SECTION 11.3.3.3. 16.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. 16.) SEE SHEET p 5 FOR MULLLON/METAL ATTACHMENT DETAILS. NOTES & OPTIONS. 17.) MULLING HORIZONTAL SLIDING WINDOWS WITH OTHER TYPES OF MIAMI-DADE COUNTY APPROVED WINDOWS USING A MIA6f[-DADE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY TO THIN ENTIRE MULLED SYSTEM. 18.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMHAIi MATERIALS TO BE PAINTED OR PLATED ARID SHALL MEET SECTION 2003.8.4 OF THE 2014 FLORIDA BLDG. CODE. PRODUCT, RBVISM nsmmplymgvrifhthePl�e A a BuOdma Code '4 1. Na ! - 0IV.l4 8x 'ration lAsey /��/� BY MierN Pmdoet .. a '4: o o� o z Ao m n 00 Go a o n 2 m - cc 3 v L-. oQz 2 C a comma r.z c m v o I ti Z z o 3 4 ti < m a o z ®� `I tr F 53 i�, N �1 - dW C d o x w a F r N CD �Q lY u ii o _ W m 9tl o �p m M 3 ? U 2 3 ¢ C ` i1• 55 < m u p� 6 �3 •'x 7+.�tt �ve. hy�''3G . o' ` k i _o I� hW' _ 9 ST UNIT SIZE: III" X 63' TrALIATION FASTENERS 10 AT FRAME HEAD (14 AT FRAME HEAD IF OF ABOVE 70A 10 AT EA. FRAME SUL (14 AT FRAME SUL IF UP ABOVE 70.0) 5 AT EA. FRAME JAMB -SEE GENERAL NOTE 13 & J4. r— 0 3/9' OVERALL FRAME WIDTH 3/8- INTERIOR FRAME WIDTH 1. U-11 D.L.O. I 1; 24 3.18! rcl) D11 X p LL" ANCHOR NOTES, L SAME ANCHOR SPACING AT 14EAD 1. SILL EXT ' . & - INT. - COLONIAL AL 2. AACND-'D PEDUMO MUNTINS AR SE E FALSE W, E AN TWO ADDITIONAL IS 5 AT MEETING RAIL UNITS WITH AVASPACON S FOR ILARLE AS OPTIONAL. BP ABOVE -70PSF I - 75PSF C4 TOTAL) "XOX" WINDOW EQUAL LIT RE"VERmAl. CROSS-SECTION DETAILS 1, Al. D. L J31- AT SHEET D3 ,ST UNIT SIZE: 111" X 63" 2. SEE HMIZ13NTAL CROSS-SECTION DETAILS 'C, 0. i C At SHEET 05 ISTALLAT[ON FASTENERS * 111' OVERALL FRAME WIDTH 10 AT FRAME HEAD r-110- INTERIOR FRAME 'WIDTH ( 4 AT FRAME HEAD IF OF ABOVE 70.0 1) 10 AT EA. FRAME SILL (14.AT FRAME SILL IF DP ABOVE 70.0) 5 AT EA. FRAME JAMB SEE GENERAL NOTE 13 & 04. TEST UNIT SIZ& 74' X 63' INSTAUATION FASTENERS - (A) 6 AT FRAME HEAD (B) (80 AAT &L FT FRAMERAME SUHEAD IF OF ABOVE 70A L (- AT FRAME SILL IF DF ABOVE 70-0) (c) 5 AT EA. FRAME IAMB •SEE GENERAL NOTE 93 & 04. 7T M 1/4' GZ 74' OVERALL FRAME WIDTH 72' INTERICR FRAME WIDTH ADDITIONAL ANCHORS TI- — 0 f-IMED. T H P Vr 1- 70PSF (4 T13TAAL) S_ A _p./I 14- (MAL U) CTYPICAL AT w ALL CORNERS) 0 E- ----- w; a z _LZ 1/4- Of w aca 4 -4 11 13 1/4- = 13 114' Or Ma:. O.L.O. yd V.9. O.L.O. B J 0 5 1. 13 U4' aC. -4 1:1 114' OL 13 1/4' O.C. 7—' & INT. L SAME ANCHOR SPACING AT 0 1, S EXT. W,FALSE COLEINT�L.Xnr ARE 2. .S T 0" -ONE AND LA E.U... AT API m4L.1u, ILE • AS OPTIC FU IITA S 51;� IT "IN DP S I TOTAL' "XOX" WINDOW — UN —EQUAL LITE SIr C4 S, f NOTES, L SEE VERTICAL CROSS-SECTION DETAILS 'A. At. Jr. L 111- AT SHEET 03 P_ SEE HORIZONTAL CROSS-SECTION DETAILS 'C, 0. S C- AT SHEET 45 Z c) > a it, ar, JZ Z d M z 13 V4' -2 0' ANCHOR NOTES 'I.1 1. SAME ANCHOR SPACING AT READ L Sl \L E.T. L 13NEAL W/ u C:) 2. TWO ADDITIONAL ANCHORS REQUIRED ,g MEETING RAILS FOR UNITS WITH OF ABOVE -/- 7OPSr C4 TlYrAL> AVAILABLE AS OPTIONAL. v DO I "X01. WINDOW LITEm NOTES: REVERSED ) L SEEVERTICAL CRCSS-SECTION DETAILS 'A. Al. 9, L 91- AT SHEET 23 2. SEE HORIZONTAL CREISS-SECTION DETAILS -C. D. a E' AT SHEET R4 SERIES-5700 HORIZONTAL SLIDING WINDOW FLANGE FRAME ELEVATIONS - L.M.I PpoDucrREVISM as complyjfts with the Ftcja Building Cade A 13Y logo It I 1/4' TAPCON W/ 1 1/4'- ' MIN EMBEDMENT INTO CONC. (SEE ELEVATION AT SHEET #2 1. ALL WOOD BUCKS ENGINEERED SEPARATELY FOR MAX. FASTENER SPACING) L TO BE REVIEWE➢ BY BLDG. OFFICIAL CTYP.) 11/8' MIN. 2. WOOD BUCK AND FRAMING (NOT BY LAWSON EDGE DISTANCE o INDUSTRIES) MUST SUSTAIN LOADS IMPOSED BY THE GLAZING SYSTEM 1 1 4' MIN. d e• a A EMBEDMENTd 4. EXTERIOR GRADE 1.2 L 1/4' MAX. SHIN SPACE PERIMETER CAULKING (TYP.) O u � uj = = EXTERIOR W y 2 Q j J S m 4 fID W ¢ O EXTERIOR GRAL_ PERIMETER CAULKING A 'T a a- •. a. aSHIM SPA 4''1 1/4' MIN, ciYP.) EMB IDMENT a u tea. .a ad d'o e STUCCO OVER METAL LATH NAILED TO NL4 SM.S. W/ 1 1/4' EXTERIOR GRADE PLYWOOD SHEAT}IING MIN. EMBEDMENT INTO WOOD TO BE SPECIFIED BY ARCHITECT OR G.C. CSEE ELEVATION AT SHEET %2 (EXTERIOR FINISH BY OTHERS) FOR MAX. FASTENER SPACING) NOT BY LAWSON INDUSTRIES, INC. �.., ,I j EX 1MIN. EDGE ANCE / • �Y�yyy�' J1•�/ 2% (MINI. ENDED.) TYP. ' AJ1Y EXT. GRADE PERIMETER 1' 1/4" MAX. CAULKING NOT BY SHIM SPACE 'LAWSON INDUSTRIES'. CTYPJ TO BE APPLIED BY OTHERS ' CTYP.) CLEAR SILICONE ADHESIVE EXTERIOR BEDDING COMPOUND 34 A 1 O ° INTERIOR INTERIOR ALTERNATE DETAIL DATED GLASS I WOOD FRAME INSTALLATION DETAIL WINDOW INSTALLATON NO 1. THE WINDOW FRAME FLANGE TO BE BACK -BEDDED W/ AN EXT. 20 GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE II SILL RISER - OPTIONAL BY WINDOW INSTALLER CTYP.) `c. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO APPLIED WITH SILICONE SEE DP CHARTS ON CH TS BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK III SHEETS S A6. BY OTHERS MR) i•i • WHEN THE CAP BETWEEN THE HINDCIW FRAME AND THE BUCK OR •I 13 MASONRY IS LESS THAN 1/8% SHIMS ARE NOT REQUIRED. III B ._ I3 I ANCHORS NOTE: ANCHORS TO BE R12 SMS OR WA SCREWS INTO WOOD, OR EXT. GRADE • ' •• 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC., CAUUC WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR • CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) v q, v • a SHIM SPACE . CTYPJ PRODUCT REVLSBD ' . • d ° d" '1 1/4' HIM as CA1RPIY[aS with the FtaHda EMBEDMENT. .e. BirildinSCode ! p ° d. AaCeptu=No ' •8 ed e ° a v d I` d r¢piratfonData / 4 ! 1/8' P.Y EDGE DISiANC Daet PCaft*' OPTIONAL SILL INSTALLATION DETAII. AT "XO or O o � •Ea. o � C7 N90 4 z o 0 � CS _> J Z 0) i4 z`y m � a 5. •a Cy e z m § a c 0 U ` w z z ® � O rn a w b U ty O U! w a) y x o j! n ✓ e W m Zw V N W ail V] 'J3 .a�'• 2X WOOD BUCKS BY OTHERS (TYP.) INTERIOR FINISH (BY OTHERS) N14 S.M.S. W/ 1 1/4' MIN. EMBEDMENT INTD WOO➢. (SEE ELEVATION AT SHEET B2 FOR MAX. FASTENER SPACING) 2 1 1/= EMPS i cif 1' MIN. EDGE DISTANCE «<Kffffffff(<' yr)yyyyyyryy>a �rrrrrrrtterYr �Kfl))iYf.iJ7, EXTERIOR VALL FINISH BY OTHERS CTYP.> STUCCO OVER METAL LATH NAILED TO - EXTERIOR GRADE PLYWOOD SHEATHING TO BE SPEC [FEED BY_ ARCHITECT OR G.C. (EXTERIOR FINISH BY OTHERS) NOT BY LAVSONQNDUSTRIES; INC. I. ALL W601) BUCKS ENGINEERED SEPARATELY 4 TO BE REVIEWED BY BLDG. OFFICIAL (TYP.) 2, WOOD BUCK AND FRAMING (NOT BY LAWSON INDUSTRIES) MUST SUSTAIN LOADS IMPOSED BY THE GLAZING SYSTEN 8 22 � 21 LOCK (LATCH AND SWEEP) OPTIONS 1. BOTH EXTRUDED ALUMINUM AND PLASTIC LIFT HANDLE LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. 2. BOTH DIE CAST AND NYLON CAM LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. 3. TWO (2)_ LOCKS ARE REQUIRED' PER EACH VENT. I/4' MAX. :D GLASS SILICONE ADHESIVE BEDDING COMPOUND — INTERIOR v O 4 EXTERIOR tg 19 — EXT. GRADE PERIMETER O CAULKING NOT BY LAWSON INDUSTRIES', TO BE APPLIED BY OTHERS 73' MAX. (TYP.) WINDOW FRAME BUCK WIDTH 74' MAX. WINDOW FRAME FLANGE WIDTH "XO" WINDOW EQUAL LITE ( _OX_ REVERSED WINDOW INSTALLATION NOTES: I. THE W[NDOW FRAHE FLANGE TO BE BACK -BEDDED W/ AN EXT. GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE BY WINDOW INSTALLER (TYP.) 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAHE TD BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS (TYP.) ' • 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 N12 SMS OR WD. SCREWS IMT❑ WOOD, OR 1/41 TAPCONS or APPROVED CONC. FASTENERS INTO CONC., WITH A MINIMUM OF 11/4' PENETRATION INTO WOOD OR CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) .PT. WOOD BUCKS 114' MAX. a' SHIM SPACE .a (TYP.) 1/4' TAPCON W/ 1 1/4' MIN. EMBEDMENT INTO CONC: . (SEE ELEVATION AT SF-EET #2 FOR MAX. FASTENER SPACING) uc I I' MIN. - --' EMBEDMENT e 1 1/6' MIN. v EDGE DISTANCE 4. EXT GRADE CAULK PRODUCFREVISED ' of wmplying witkibz Ratida qpw%& By M' ibde Pradex' � d O o � M M o y O E e= o c m v L) o N ¢ a. F a a) 3�v '^ z_ o 0 0 C m z z § J O V O ® ' z S � N v �wN W ,4 x o O Z Of O m B a U 9 r � W o s s 4 G u a to K s� 3 m ti� S s CA D5 C L" B 12 X 1 3/4• S.M.S. 1 1/4' MIN. W00➢ EMBED (SEE ELEVATION AT SHEET fit FOR MAX. FASTENER SPACING) ' 1/4• MAX. 21 22 23 SHIM SPACE CLEAR SILICONE ADHESIVE �34 BEDDING COMPOUND <TYPJ EXT. GRADE CAULK WINDOW INSTALLATION NOTER: 1. THE WINDOW FRAME FLANGE TEL BE BACK -BEDDED W/ AN EXT. GRADE CAULK THR13UGHOUT THE ENTIRE PERIMETER OF FLANGE BY WINDOW INSTALLER (TYP.) 2. THE EXPOSED EXT. PERIMETER OF THE W=NDOW FRAME TO BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS (TYPJ / WHEN THE CAP BETWEEN THE 4(INDOW FRAME AND THE DUCK OR 6FASONRY IS LESS THAN 1/8', SHIMS ARE NOT REQUIRED. ANCHORS NOTE: ANCHORS TO BE t0 SMS OR WD. SCREWS INTO WOOD, OR 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC., WITH A MINI14UM OF 1 1/4' PENETRATION INT❑ WOOD OR CONC. CREFER TO LOAD TABLES FOR QUANTITIES REQUIRED) LLA�AMINATED GLASS J EXTERIOR vINDOW FRAME BUCK WIDTH WINDOW FRAME FLANGE WIDTH 'IOX" WINDOW EQUAL AND UN —EQUAL CITE o PT. WOOD BUCKS � � O z z p r 1/4' MAX. SHIM SPACE to (TYP.) to V Qi 1/4' TAPCON W/ 1 1/4' Z & -• MIN. EMBEDMENT INTO CONC. o 0 , �] •(SEE ELEVATION AT SHEET #2 FOR MAX. FASTENER SPACING) o 0 Z M p 2 co a w a. JIpI zQ tll� .Q z z II- 11/4• WIN. a a o EMBEDMENT o ._____ • o A a 11/8' MIN. U •. EDGE d. DISTANCE A ; F, o z EXCT.AULKK RIAIDE•n. n �� C o 0 F � t Z <R y d w Sm G as O q 4 u a° - 3 s, a E` E PRODUCT REVISED a eomNYmB w6ditho Flareda BuiFdvIS Code cccpnnw lVo 2 t"moon Mete By Li'an' Fade [lutst' S DESIGNLOAD CAPACITY PS17 - OXorXO WINDOWS a o WINDOW # Jamb # H & S +/-Pressures pst) Glass T "A" (*2) Glass T ' B" (*2) Glass T "C" (*2) Glass T "D" * 2 Glass T e "E * 3 Glass T " F" ' 3 WIDTH HEIGHT Anchors Anchors + psf - psf + psf + psf + psf - psf + psf - psf + psf I - psf ° z 24 24 3 3 65.0 - 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 n m h xx ° 36 24 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 60.0 48 24 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 0 iR o = b o z c pa 0 w z v o m 60 24 3 6 65.0. 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80:0 80.0 80.0 80.0 72 24 3 6 65.0 65,0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 60.0 80.0 80.0 24 36 .3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 36 36 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 m ? a o 0 48 36 3 6 65.0 I M.0 65.0 1 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 } n 7 c o 60 36 3 6 65.0 1 65.0 65.0 1 65.0 70.0 70.0 70.0 70.0 1 80.0 80.0 8D.0 80.0 �I 72 24 36 48 36 1 3 6 1 w•u w,u bb.0 w.0 Iu.0 /u.0 I (u.0 /u.0 Isu.0 8u.0 I 8u.0 8u.0 e D V a 1= .9 48 4 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 60.0 80.0 48. 4 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 8D.0 80.0 80.0 48 4 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 60 48 4 6 65.0 65.0 65.0 65.0 70.0 .70.0 70.0 70.0 80.0 80.0 B0.0 80.0 j z C.) ' 72 48 4 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 . 80.0 80.0 •'.80.0 ® Ul o W ' Z' S Z. a 24 60 5 4 65.0 65.0 65.0 65.0 70.0 70.0 :: 70.0 70.0 80.0 80.0 80.0 80.0" 36 60 5 4 65.0 65.0 65.0 '65.0 70.0 70.0 70.0 70.0 80.0 . 80.0 80.0 80.0Cf) 48 60 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 a a o' M 60 60 5 6 65.0 65.0 65.0 65.0 70.0 70:0 70.0 70.•0 80.0 80.0 80.0 80.0 E~ U1 A a o a m I x 72 50 5 6 65.0 65.0 65:0 65.0 70.0 70.0 70.0 70.0 - - - - 26.5 26 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0. 80.0 80.0 80.0 80.0 37 26 3 4 65.0 65.0 65.0 85.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 N 53.125 25 3 6 65.0 65.0 65.0 65.0 70.0 70.0 . • ' 70.0 70.0 80.0 80.0 80:0 80.0 74 26 3 6 ' 65.0 65.0 .65.0 65.0 70.0 70.0. 70.0 70.0 80.0 80.0 80.0 26.5 38.375 4 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 m - 37 38.375 4 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 1 _ 's . 53.125 38.375 4 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0go 74 38.375 4 8 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 26.5 50.625 5 4 1 65.0 65.0 65.0 1 65.0 70.0 70.0 70.0 70.0 80.0 800 800 80.0 37 50.625 5 4 65.0 65.0 65.0 53.125 50.625 5 6 65.0 65.0 65.0 74 50.625 5 8 65.0 65.0. 65.0 26.5 58 5 4 65.0 65.0 65.0 ---. " 37 58 5 4 65.0 65.0 65.0 53.125 58 5 6 65.0 65.0 65.0 74 58 5 8 65.0 65.0 65.0 26.5 63 6 4 65.0 65.0 65.0 37 63 6 4 65.0 65.0 65.0 53.125 63 6 6 65.0 65.0 65.0 74 63 6 8 65.0 65.0 65.0 Notes N: 1.) SEE SHEET 9 FOR GLAZING TYPES. DETAILS & SILICONE OPTIONS. 2.) S^_ANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW (WINDOWS WITH GLASS TYPES -A. B. C. & D7 3.) SILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 ➢P (WINDOWS WITH GLASS TYPES "E, & F") AND +80.0 DP MAX. ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) 4.) WINDOWS WITH GLASS TYPES -A. C. OR G- INSTALLED ABOVE 30FT. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 ` 70.0 70.0 1 70.0 70.0 80.0 80.0 . 80.0 80.0 N 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 a g 70.0 70.0 70.0 70.0 80.0 60.0 60.0 80.0 j� i z " 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 70.0 70,0 70.0 70:0 80.0 1 80.0 80.0 80.0 �< m 70.0 70.0 70.0 70.0 80.0 80.0 80-0 80.0 m 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 �.•'°"°` +_ 65.0 70.0 - - - - - - Building Code � ��♦ �` �� � y !i fry. Ac^.epiecm Na 20 SILL RISER - OPTIONAL /� ♦� BcgiestianDe!ry - 1 APPLIED'WITH SILICONE- ifi FOR ➢P ABOVE +70.0 PSF T.^•,` (+80.0 DP MAX.) I m� � 6 v S DESIGN LOAD CAPACITY (PSF) - XOX WINDOWS with Equal Life (1/3-9/&1/3) ' + /- Pressures (pso j FRAME SIZE # Jamb # H & S Glass Type " 13" (" 2) Glass Type "C' (* 2) Glass Type "D" (* 2) Glass Type "E" (" 3) Glass Type "F" 3) Glass Type IV' {" 2) % A WIDTH HEIGHT Anchors Anchors + psf - pd + psf - psi + psf - psf + psf - psf + psf : psf + psf . psf 2 60 24 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 520 65.0 75.0 ^ E- ] s 72 24 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52-0 52.0 65.0 75.0 Cr 84 24 3 9 80.0 . 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 60 36 3 7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 `= = y x y 72 36 3 9 70.0 75.0 70.0 75.0• 65.0. 75.0 65.0 75.0 52.0 52-0 65.0 75.0 W e -Z o r z rn 84 36 1 3 9 - - 52.0 52.0 1 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 a •o 0 60 48 4 7 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 E o c 0 -- �; 72 48 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 z . i 84 48 4 9 - - 52.0 52-0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 o n: 60 60 5 7 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 62.0 65.0 75.0 72 60 5 9 - - 52.0 520 65.0 75.0 65.0 75.0 52:0 52.0 65.0 75.0 Z .a 84 :: 60 5 . 9 _ .: 520 52.0 65.0 75;0 65:0 75:0 •. • :. 52.0 52:0 65.0: 75:0 .: W.125 - 26 3 6 80.0 80.0 80.0 ' 80:0 65.0 " 75:0' 65.0 75:0 . '52.0 "52:0.' 65.0 75.0 o. cat 53:125 38.375 4 6 80.0 80.0 • 80.0 80 0 65.0 750 65.0 - 75.0 `' 52.0 52.0 .65:0 75.0 53.125 50.625 4' 6 .70.0 -75.0 • 70.0 75:0 65.0 75:0 65.0 , 75 0 ; 52.0. 52.0 65.0 : • ' 75.0 53.125 58 5 6 - - 52.0 52,0 65.0 75:0 65.0 75,0 52.0 -52-0 65.0. • 75.0 E. (n CO 53.125 63 5 6. - - 52.0 52;0 65.0 75.0 65.0 75.0 520 52.0 65.0 75.0 j I o 74 26 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52-0 52.0 65.0 75.0 74 38-375 4 9 - - :52.0 52.0 65.0 75.0 65.0 75.0 52.0 52,0 " 65.0 75.0 a _74 .50.625 .4 9 - .--52.0 ...52.0 65.0 . 75.0 65.0 75.0 : 52..0 52.0 65.0 75.0 74 58 5 9 - - 52.0 52:0 65.0 75.0 65.0 75. 0 52.0 52,0 65.0 75.0 ; 74 63 5 91 - - - 52.0 52.0 65.0' 75.0 65.0 75.0 52.0 52.0 65.0 75.0 m 79.5 26 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75-0 &mg 79.5 38.376 4 9 70.0 75.0 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 e r 79.5 50.625 4 9 - - 520 52-0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 ? o r 79.5 58 5 9 - - 52.0 52-0 65.0 75.0 65.0 75.0 520 52.0 65.0. 75.0 m 79.5 63 5 9 - - 52.0 520 65.0 75.0 65.0 7.5.0 52.0 .52.0 65.0 75.0 a •W 84 26 3 9- 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 m d 84 38.375 4 9 70.0 75.0 52.0 52.0 65.0 75.0 65.0 75.0 520 52.0 65.0 75.0 ¢ 84 50.625 4 9 - - 52.0 52.0 . 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 �€ m a S 84 58 5 9 - - 52.0 52.0'- 65.0 75.0 65.0 75.0 52.0 52.0 -65.0 75.0 84 63 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 520 65.0 75.0 t �h;• .. DDurt 2Bv Notes 1.) SEE SHEET 9 FOR GLAZING TYPES. DETAILS & SILICONE OPTIONS. 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW (WINDOWS WITH GLASS TYPES 'A. B. C. & D'I 3.) SILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP (WINDOWS WITH GLASS TYPES -E. & F-) AND +80.0 DP MAX. ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON WINDOWS WITH ➢P ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) 4.) WINDOWS WITH GLASS TYPES A. C. OR G' INSTALLED ABOVE 30FT. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. XOX -EQual Ut ccG-�(IDICA�Iy1 1 -Y i •-L. {Y-: ! .x Date m `n°:"' tot y Ni Dadeikoduot 20 SILL RISER - OPTIONAL APPLIED WITH SILICONE FOR DP ABOVE +70.0 PSF (+80.0 DP MAX.) • 4 f ----'SILICGE DPTIGS', - - _- Dow ITNNING 899 SCH EE-1IGRENEAD Sn 150U• TRENCO SPECTRUM 2 . aTrur. IN•PTH LAMINATED GLASS.COMPOSITION - TYPE B MIN I GLASS -DESCRIPTION -7 1 IV'8' ANNEALED GLASS2 f.Aibvn GID,a[ul m Dmw PLAsTTC mrERLaYER 4'-"p A7•T VO• ANNEALED GLASS GLASS DESCRIPTION DETAIL I/8• HE4T-STREPGNTEHEO CLASS -_ OMO' PLASTIC dTEI✓LaY(3t PVl by Me lm I— rmu I GLASS DD67AIL TA waz DEscRwrmaNf 1 1 1/8• HEAT-STROja NroFO Gass P. own- —sm INTERIATER __ SAFLEK PV8 by 7 I%8- HEAT-STRE1,41TENED TUST I EAstnA., Chwacw Ca• LAMINATED GLASS COMPOSITION - TYPE F ISBN GLASS DI�ftON ` DETAIL fAlt➢IATE DESCR@'[ION t. 2 t/s• aABEALm arcs ¢09O• PLASTIC INTERIATER dg- -_ __- jjj r _= 4IdfAC1TE 1 A],v PVB by nraroy Awrko, Inc 7 1/e' MPfEALEp CLASS ALUMINUM MULLION SEE MUL'J0N APPROVALS FOR MULLION TYPE, SIZE AND MAX DESIGN PRESSURE LIMITATIONS. (ALUM. 0.078• MIN. THICK) NOTE THE LOWER PRESSURES OF THE WINDOW OR MULL SHALL GOVERN 19 TO 34 •SILmCNP G•TIONS•, = M. CGNdG e99 SC.ME-M➢RENFAD W31 3 D6DD. TRDICD SPELT. 2 GLaLdG DEPTH INSULATED LAMINATED GLASS COMPOSITION TYPE A ITEM GLASS DESMWITON t,110fAll, IAUIRATE ➢ESCRIPOON - 1 1/8' ANNEALED GLASS -4 12 X 3/4' S.D.S. FLAT HEAD, PHILLIPS. (SEE ELEVATION AT SHEET 12 FOR MAX FASTENER SSPACING N DP TABLES FOR QUANTITY) EXTERIDR GRADE- `WINDOW FRAME PERIMETER CAULKING EXTERIOR E2 FRAME MULLING DETAIL. —SEE MULLION APPROVALS •FOR. - MULLION TYPE. SIZE AND MAX: DESIGN PRESSURE LIMITATIONS. ' :NOTE: THE LOWER PRESSURES OF THE WINDOW OR MULL SW,L6-GOVERN' 1/4�, MAX. e 12 S.D.S. X 1 1/4' L. $HIM (SEE ELEVATION AT SHEET 02 INTERIOR _ FOR MAX FASTENER SPAGNC) 2 DA90' PLASTIC INTERLAYER • © La PERIMETER—j LWINDOW FRAME NOTE: --11--FF SAFLEX PVS by 3 1/9• ANNEALED GLASS - __ CAsaon C_A w a SEALANT EXTERIOR 1. ALL i0 8E COPAINTACT WITH PIATEo. 4 1/4' INSTELITED AIR SPACE -- - _ - 2. METAL STRUCTURES: 3 .1/8' ANW-41. D GLASS f.1 _ - .°H A) STEEL : Fy o 36 KSI MIN. INSULATED U IINATED GLASS COMPOSITION TYPE C (STEEL IS GA uDN. DICK - D.Dae LA B) ALUMINUM 6063-T5 NIN. ti s�T= CLAW DESCRIPTION DST=A% LSYINATS DESCNIP'GDN .. B' GLASS ------'-� (A -UM. 0.078- MIN. THICK) 1 1/ANNEALED 2 I1PLEATED VILASSAYER-_-To (1)_ Jl4• E1 METAL STRUCTURE ATTACHMENT DETAIL _ BUTACRE P 11 by 3 MY ANNEALED GLASS -- -' =p KvarAy An.rrA, InG 4 1/4' INSULATED AIR SPACE -- - S VIP ANNEALED CLASS 1.1 INSULATED LAMINATED GLASS COMPOSITION TYPE G ITEM CLASS DESCRIPTION DERAIL 6IMIRAT6 DESCRIPTION 1 I/e' HE4T-STRE14HTE1ED GLASSJAP 2 aO9O' PLASTIC INTERLATER Y,• BUTACITE PVB by 3 1/B' HEAT-STRENOTTEHED GLASS 7F K--.y An A. Inc 4 1/4. MMIATED AIR SPATE S 1/0' ANNEALED GLASS f.T J (.3 WINDOWS WITH GLASS TYPES •A• C. VDT G' INSTALLED ABLIVE 30FT. IN THE HVHZ• THE I.G. EXTERIOR L17E SHALL BE TEMPERED. GLAZING DETAILS AND OPTIONS ' b ■� HS-8700 FLANGE FRAME WINDOW BIU OF MATERIALS ITEM ' PART A READ. DESCRIPTION REMARKS 1 L-7703 I FRAME HEAD 6063-TS ALUMINUM 2 L-8701 i FRAME SILL 6063-76 ALUMIMJM 3 L-7701 I FRAME FXIL JAMB 6063-TG ALUMINUM 4 L-7704 I FRAME FIXED MEETING RAIL 6063-TG ALUMINUM 5 L-7705 I VENT MEETING RAIL 6063-TS ALUMINUM 6 L-7707 1 IVENT TOP/BOTTOM RAIL 6963-T6 ALUMINUM 7 L-8703 1 FRAME VENT JAMB 6063-T6 ALUMINUM B L-7706 1 VENT JAMB LATCH RAIL 6063-T6 ALUMINUM 9 L-8702 I FRAME SILL TRACK 6063-75 ALUMINUM IO L-8703 1 FRAME SILL RETAINING CLIP 6063-TS ALUMINUM IL L-7708 AS REG'D. GLAZING BEAD C 3/8' ) 6063-T5 ALUMINUM 12 FS-OD6 AS REEYD. FRAME ASSEMBLY SCREWS CB X 3/4- PJN. PHILLIPS 13 FS-040 AS REDD._-INSTALLATION SCREWS D14 SMS F.H./PHIL. 14 L-753L AS REO'D. VINYL BULB 1/4' DIA BULB N3033 15 PWS-OD3 AS REO'D. FIN SEAL VEATHERSTRIP .187' w x .230' h 16 PVS-005 AS REO'D. FIN SEAL VEATHERSTRIP .187'• w x .350' h 17 PWS-009 AS REO'D. FIN SEAL WEATHERSTRIP .187' w x .310' h 18 L-7711 AS REO'D. GLAZING BEAD ( INSULATED) 6063-45 ALUMINUM I9 PVS-001 AS REO'D. PILE 8 GLAZING HEAD .187- w x .ISO' h -20 L-8706 AS REQ'D. SILL RISER ADAPTER 6063-T5 ALUM.- OPTIONAL 21 L-1539 2 VENT EXTRUDED SPRING LATCH 6063-TS ALUMINUM 22 HC-057-1 2 VENT MOLDED SPRING LATCH MOLDED NYLON 23 L-7523 I x LATCHI LATCH SPRING STAINLESS STEEL 24 ■ 2 SILL/JAMB JOINT GASKET I/16- CLOSED CELL FOAM 25 FS-041 2 ISILL RAIL ASSEMBLY SCREW 48 X 2 1/4' P.R/PHIL. 26.1 HC-044-11 2 1 WEEP FLAP L BAFFLE ■ 26.2 MC- I 1 X WEEP I OPEN CELL FOAM PAD V2- K 1/2' X 2- L 27 HC-040-1 2 SASH ROLLER L HOUSING 28 HC-026-1 I 1 SCREEN FRAME 4 MESH 29 ■ I I ATTACHMENT SCREW 2 CLIP 98 X 5/8- S.D.S. 30 HC-058-1 2 VENT SWEEP LATCH MOLDED NYLON 3l HC-059-I 2 VENT SWEEP LATCH DIE CAST METAL 32 L-BB30 X Anchor FRAME SILL ANCHOR CLIP 6063-75 ALUMINUM 33 ■ 2 LAMINATED GLASS see Iwtnas R LJL o= sheet 9 34 ■ AS RED'A GLAZING SILICONE See Details 2 L.H. of sheet 9 3S OPTIONAL AS REO'D. COLONIAL FALSE MUNTIN I ALUMINUM 36 SM-5504 AS REO'D. JOINT SEALANT 37 ■ AS REO'D. PERIMETER ACRYLIC LAULK OSI PEAMSEAL OLYS Ej .1 PRODUCT R£Vft wd, m'Iii. YiRE ' BDiLd'mg CeOe "a-' ALcepU 122 ¢ Qa On Q4 O e m y m In 10 U o O ob 0 C G7 Z T- � J Z O C In M = co IL 3 j j U � V ®~ Ci tr N o �W Oc V 2 NCO V re ' e�z 8mw$ Or� r Orn� CA O[J 0m T ` W S FNC m c z j r TAT � r V. r rq .���7TTi N O� n x � m o I.� 0 � 1 -33 C7 X i 1_ 7 44 _ rmC O m r O 10N N� N W. . .3 v n S9 Ora < _ dl a9 ' Y v n z Z O 3 r>0o v ��— o mar a " - a • 1 W�c, � Z TA `co O o / N � � O p m vO '^� � •a •a w � � G7 IIFF�� A °r9 a C o �� r {{101RI/ P � s O A.wlm. nw.r A' - No change tpllst sheet -1� ,p 'Ir iJ T� Y ♦.t, ° ` �'� 'B' - Reelsed dose For She FBC-20N 1/L/feJ.1//J1p1�11 VpN/VRN// 1 q\gYl'// 8501 N.W. 90 ST. uS2'L3 w°;• e. CumFGonce e/ FBC 51h Eallion (201e) DUST IES MEDLEY, FLORIDA 33166 and ASTM E1300-09 I PM No. (305) 696-8660 MANUFACTURBR OF QUALITY ALUMINUM WINDOWS AND CLASS DOORS :s tiCDl: ; �1 ti uraem Dr. amr aam�u •.;.fTr N. ERAZO 09/3p/OB HS-8700 HORIZONTAL ROLLING FLANGE IMPACT WINDOW j^�.••.'K•.�: Arwryl Dy: Dulc A".& qv ° N. EEAZO Dz/1D/17 EXTRUSION DETAILS & CORNER ASSEMBLY DETAILS DATE_... �,ti � I=FiE`�:pt �A.w� c.,�,u C scmr: Drvurtrlq Numprr, 0-0901 Ahm�u0 0L87P 10