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HomeMy WebLinkAboutAPPROVED NOA, Installation Instructions Hroizontal roller flange frameMIAMMADE WAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONONHC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADNHNISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) iamiaaae.aav/aaaaiae Lawson Industries, Inc. 8501 NW 90 Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rates 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 AID 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 F, dated 07/31 /20, prepared by manufacturer, and signed and sealed by Thomas J. Sales, P.E., bearing the MiamiDadeCounty Product Control Revision stamp with the Notice of Acceptance number and expiration date by the MiamiDade 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. 19-0708.09 and consists of this page 1 and evidence pages E-1, E-2, E-3, E-4 and E-5, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 20-0813.06 MIAM® NTr Expirmian Date: Apr011,2022 Approval Date: October 08, 2020 10,0./20 Page I Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 02-0227.05) 2. Drawing No. L8700-0901, titled "HS-8700 Horizontal Rolling Flange Impact Window", sheets 1 through 10 of 10, dated 05/30/09, with revision E dated 06/21/19, prepared by manufacturer, signed and sealed by Thomas I. Soros, P.E. (Submitted under NOA No. 19-0708.09) 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) 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 a series HS-8700 flange frame aluminum horizontal sliding window, XO and XOX configurations, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-10715, dated 05/08/19, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No. 19-0708.09) 2. 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. Font, P.E. (Submitted under NOA No. 11-0705.10) 3. 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 HET-10-3225, all dated 03/23/11, and signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 11-0705.10) Manuel Perez, P.E. Product Control Ex NOA No. 20- 13.0 Expiration Date: April ll, 2 Approval Date: October 08, 2020 E-I Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED EVIDENCE SUBMITTED UNDER PREVIOUS NOA's (CONTINUED) TESTS (CONTINUED) 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 (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, all dated 03/23/11, and signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 11-0705.10) 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 an aluminum horizontal sliding window, XOX configuration, prepared by Hurricane Engineering & Testing, Inc., Test Report No. RETI-10-3251, dated 04/25/11, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA No. 11-0705.10) 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 Hurricane Engineering & Testing, Inc., Test Reports No. HETI-08-2033, HETI-08-2034, HETI-08-2035, HETI-08-2036, HETI-08-2037, HETI-08-2038, HETI-08-2116A and HETI-08-2116B, all dated 02/28/08, and signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 09-0706.05) I.— TManuel Perez, P.E. Product Control Ex NOA No. 20- 13.0 Expiratiau Date: April 11, 2 Approval Date: October 08, 2020 E-2 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED EVIDENCE SUBMITTED UNDER PREVIOUS NOA's (CONTINUED) TESTS (CONTINUED) 7. 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, 12/11/01 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 J. Solos, 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. 19-0305.02 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 05/09/19, expiring on 07/08/24. 2. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 09/07/17, expiring on 05/21/21. Manuel Perez, P.E. Product Contro, Ex NOA No. 20- 13.0 Expi-h.. Date: April ll, 2 Approval Date: October 08, 2020 E-3 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED EVIDENCE SUBMITTED UNDER PREVIOUS NOA's (CONTINUED) STATEMENTS 1. Statement letter of conformance, complying with the FBC 0 Edition (2017), dated June 24, 2019, issued, signed and sealed by Thomas J. Sores, P.E. (Submitted under NOA No. 19-0708.09) 2. Statement letter of no financial interest, dated June 24, 2019, signed and sealed by Thomas J. Solos, P.E. (Submitted under NOA No. 19-0708.09) 3. Proposal No. 18-1697 issued by the Product Control Section, dated January 04, 2019, signed by Manuel Perez, P.E. (Submitted under NOA No. 19-0708.09) 4. Laboratory compliance letter for Test Reports No. HETi-10-3047, HETi-10-3048, HETI-10-3049, HETI-10-30491, HETI-10-3050, NETT-10-3051, HETT-10-3052B, HETI-10-3053, HETI-10-3056, HETI-10-3057, HETI-10-3130, HETI-10-3131, HETI-10-3223, HETI-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) 5. 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. 11-0705.10) 6. Laboratory compliance letter for Test Reports No. HETI-08-2033, HETI-08-2034, HETI-08-2035, HETI-08-2036, HETI-08-2037, HETI-08-2038, HETI-08-2116A and HETI-08-2116B, all issued by Hurricane Engineering & Testing, Inc., dated 01/15/08 through 02/28/08, and signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 09-0706.05) 7. 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, and signed and sealed by Luis Antonio Figueredo, P.E. (Submitted under NOA No. 02-0227.05) G. OTHERS 1. Notice of Acceptance No. 17-1212.17, issued to Lawson Industries, Inc. for their Series "HS-8700 (Flange -Frame) Aluminum Horizontal Sliding Window - LM.I." approved on 02/01/18 and expiring on 04/11/22. Manuel Perez, P.E. Product Control Ex NOA No. 20- 13.0 Expirafiao Date: Aprilll, 2 Approval Date: October 08, 2020 E-4 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. L8700-0901, titled "HS-8700 Horizontal Rolling Flange Impact Window", sheets 1 through 10 of 10, dated 05/30/09, with revision F dated 07/31/20, prepared by manufacturer, signed and sealed by Thomas J. Soros, P.E. B. TESTS 1. None C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 19-0305.02 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 05/09/19, expiring on 07/08/24. 2. Notice of Acceptance No. 20-0622.01 issued to Eastman Chemical Company (MA) for their "Satlex PVB Clear and Color Glass Interlayers" dated 08/06/20, expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 7" Edition (2020), dated August 03, 2020, issued by the manufacturer, signed and sealed by Thomas J. Sums, P.E. G. OTHERS 1. Notice of Acceptance No. 19-0708.09, issued to Lawson Industries, Inc. for their Series "HS-8700 (Flange Frame)' Aluminum Horizontal Sliding Window — L.M.I., approved on 08/01/19 and expiring on 04/11/22. Manuel PerezJPE ProductControlExNOANo. 20ExpirationDate: Aprilll, Approval Date: October 08, 2020 E-5 A Al / E Q X0 t) REFER TO SHEET' 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2) FOR VERTICAL CROSS-SECTION DETAILS 'A. At, B, & BI" REFER TO SHEET g3 3) FOR HORIZONTAL CROSS-SECTION DETAILS 'C, D, & E" REFER TO SHEET /4 4) REFER TO SHEET 6 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. 00 \\ X'\' 61 XOX -Equal Iite !1/3-1/3-1 /3) NOTES: 1) REFER TO SHELT 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2) FOR VERTICAL CROSS-SECTION DETAILS "A, Al, B, & Bi' REFER TO SHEET g3 3) FOR HORIZONTAL CROSS-SECTION DETAILS "D, & E" REFER TO SHEET g5 4) REFER TO SHEET 8 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. AKAI B 61 XOX - Un-Equal IAte (1/4-1/2-1/4) NOTES: 1) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2) FOR VERTICAL CROSS-SECTION DETAILS "A, At, B. & B1' REFER TO SHEET #3 3) FOR HORIZONTAL CROSS-SECTION DETAILS "D, & E- REFER TO SHEET q5 4) REFER TO SHEET 7 OF 10 FOR DESIGN IDAD CHARTS AND NUM. 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 FLORIDA BUILDING CODE (2017-6th Edition & 2020-7th Edition, INCLUDING HIGH VELOCITY HURRICANE ZONE (HVRZ) 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 THE FLORIDA BUILDING CODE & TO BE REVIEWED BY BUILDING OFFICIAL. 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 (O.C.), AND AS TABULATED ON SHEETS 6, 7, Or B. 4.) ANCHOR CONDITIONS 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 6.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES TABULATED HEREIN (SEE SHEET. #8, 7, or 8), AND FOR USE WITH DOUBLE GLAZE LAMINATED INSULATED GLASS TYPES TABULATED HEREIN (SEE SHEET. g6, 7 or 8). 6.) WINDOWS WITH GLASS TYPES "A, C. OR G" INSTALLED ABOVE SOFT. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. 7.) SEE SHEET 4 FOR LOCK DETAILS & OPTIONS. 8.) SEE SHEET 9 FOR GLASS TYPES. 9.) SEE SHEET 6 FOR DESIGN PRESSURES ON "XO or OX" WINDOWS. 10.) SEE SHEET 7 FOR DESIGN PRESSURES ON EQUAL-LITE 'XOX" WINDOWS. 11.) SEE SHEET B FOR DESIGN PRESSURES ON UN -EQUAL LITE "XOX" WINDOWS. 12.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 3, 4, or 9. 11.) 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 #3, 4 & 5 FOR DETAILS & NOTES) WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THIN FBC CHAPTER 24 SECTION 11.3.3.3. 15.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. 16.) SEE SHEET 9 5 FOR MULUON/METAL ATTACHMENT DETAILS, NOTES & OPTIONS. 17.) MULLING HORIZONTAL SLIDING WINDOWS WITH OTHER TYPES OF MIAMI-DARE COUNTY APPROVED WINDOWS USING A MIAMI-DARE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY TO THE ENTIRE MULLED SYSTEM. PRODUCT REVISED omplymg with the Flodda Buildmg Code Now-Np. 20-0813.06 EXpimtl*" Date: 4/11/2022 By: Miami' -)lads Pr duet'C troi TEST UNIT SIZE: III" X 63' # INSTALATION FASTENERS (A) 10 AT FRAME HEAD (14 AT FRAME HEAD IF DP ABOVE 70.0) (a) 10 AT EA. FRAME SILL (14 AT FRAME SILL IF DP ABOVE 70.)) (C) 5 AT EA. FRAME JAMB •SEE GENERAL NOTE #3 & #4. 3/8' OVERALL FRAME WIDTH 31W INTERIOR FRAME WIDTH Max. DLoi 'All �i .. MN'h - za e a Dy B 81 TEST UNIT SIZE: 74' X 63` INSTALLATION FASTENERS - (A) 8 AT FRAME 1D'AO a AT FRAME HEAD IF (B)(8 AT Ek. FRAME SILLDP AB (B AT FRAME 30L IF DP ABO (C) 5 AT EA FRAME SAME ((( SEE GENERAL NOTE #3 k #4. ERH) 1� nG 1/I• D.G ac. 13 vI. O.c gN[HOR NOTEsi ' 1. SAME ANCHOR SPACING AT HEAD L SILL IXT. 11L SSINgqT,,pp. FALSE COLONIAL APIPNDLARE W/ 2. TWO ADDITIONAL ANCHORS REQUIRED V%N SINLICONEE T MEETING RAILS FOR UNITS WITH ARABLE AS OPTIONAL. DP ABOVE +70PSF / - 75PSF U TOTAL) XOX"' WINDOW' WINDOW EQUAL LITELTPE NNppTT[[gg�� L3EEIVERTICAL CROSS-SECTIIXN RETAILS 'A, At, B, L BY AT SHEET 03 TEST UNIT SIZE: 111" X 63' 2. SEE HOR12ONTAL CROSS-SECTION DETAILS 'C, D, L E' AT SHEET 45 INSTALLATION FASTENERS # III' OVERALL FRAME WIDTH (A) 10 AT FRAME HEAD (14 AT FRAME HEAD IF DP ABOVE 70.0) 110' INTERIOR FRAME WIDTH TWO ADDITIONAL ANCHORS (a) 10 AT M. FRAME SILL REQUIRES AT MEEi1NG RAILS A Al FOR UNITS WITH DP ABOVE (14 AT FRAME SILL IF DP ABOVE 7Uo) /- 70PSF a TO 5• (C) s AT EA. FRAME JAMB rM,QL7b cy ,• rNpK. p.G� *SEE GENERAL NOTE #3 & #4. r. D.L.O. WiE a= Mat,,. DLO.. 'Meth 24 3/8"� J3 1 7.4 0 Ilk B 61 1. SAME ANCHOR SPACING AT HEAD L SILL EXT. L INi. FALSE COLONIAL MNTINS ARE APPLIED T SILICONE AND ARE AVAILABLE 2� TWO ADDITIONAL ANCHIWS REQUIRED A AS WTIONAL. MEETING RAILS FOR UNITS WITH DP ABOVE +70PSF / - 75PSF U U M.) „}COX�NDO�— UN—EQU�LITE— UN—EQU�LITE Na 1. SEE VERTICAL CROSS-SECTION DETAILS •A, Al, Il L HI' PT SHEET k3 E SEE HORIZONTAL CRDSS-SECTIDN DETAILS 'C, D, L E' AT SHEET 05 OVE VE 7V OVERALL FRAME WIDTH 73' INTERIOR FRAME WIDTH TWO ADDITIONAL ANCMOItS 70.0 REQUIRED AT MEETING RAO.S FOR UNITS WITH DP ABOVE Al +/- 70PSF 14 TOTAL) Y 4' (140C.) 41/214'0.G E YI t3 ANCHOR NOTEMBNTS (LS Cp L SAME ANCHOR SPACING AT HEAD L SILL XTT,NSNATRE APPLIEOLONIPL / [�r i 2. TWO ADDIT1014 ANCHORS REQUIRED V/ SILICONE AND PRE AT MEETING RAILS FOR UNITS WITH pVADABLE AS OPTIONAL. ADIFT ABOVE +/- IOPSF U TOTAL) (Jf "7C0" V7IND0W EQUAL�TE - Q It= ( 'OX" REVERSED ) 1. SEE VERTICAL CROSS-SECTION DETAILS 'A, At, B, L B1' AT SHEET 43 2. SEE HIIRIZONTAL CROSS-SECTION DETAILS -C, Z L E' AT SHEET 44 z hl SERIES-8700 HORIZONTAL SLIDING WINDOW A r FLANGE FRAME ELEVATIONS — L.M.I. 1/4' nC • �� � _ a� pp2 l3 1/,• D.C. 13 1/4' EE i„Ic y c W t'vt 13 I/4. O.G• D•it O�N '..�•N O® PRODUCT REVISED -� mplying with the Florian .: a Building Code NOA-No. 20-0813.06 B:N iraBon Date_ 4/11/2022 °���-.'b ey: $ mlam eae Froa a 1/4' TAPCON W/ 1 1/4' MIN. EMBEDMENT INTO CONC. (SEE ELEVATION AT SHEET #2 FOR MAX. FASTENER SPACING) I 1/B' MIN, EBG DISTANCE tl Q_� A '.R CAULKING O C i EXTERIOR ix 4 £ a?u � z —1. ALL WOOD BUCKS ENGINEERED SEPARATELY & TO BE REVIEWED BY BLDG. OFFICIAL (TYPJ 2. WOOD BUCK AND FRAMING (NOT BY LAWSON INDUSTRIES) MUST SUSTAIN LOADS IMPOSED BY THE GLAZING SYSTEM 4' MIN. 'a'd DMEN� a s. 4. 7717,77 1/4' MAX. SHIM SPACE TYR) CLEAR SILICONE ADHESIVE BEDDING COMPOUND 34 INTERIOR T VATED GLASS ill B 1�0 B 1 A„d EXTERIOR GRADE EXT. GRADE PERIMETER CAULKING CAULK STUCCO OVER METAL LATH NAILED TO #14 S.M.S, W/ 1 1/4' EXTERIOR GRADE PLYWOOD SHEATHING MIN. EMBEDMENT INTO WOOD TO BE SPECIFIED BY ARCHITECT OR G.C. (SEE ELEVATION AT SHEET %2 c (EXTERIOR FINISH BY OTHERS) FOR MAX. FASTENER SPACING) c NOT BY LAWSON TwC INDUSTRIES, INC. ,R m o n N a q zx m OJO LL ; yY y 1' MIN. EDGE ANCE i v p i 1 N � R 1 1/4 2X dBEO) ttP. ~ 'ERIMETER 1/4' MAX. ® f BY SHIM SPACE 'LAWSON INDUSTRIES', TO BE APPLIED BY OTHERS ' (TYP.) O (TYPJ Nl C F m o a EXTERIOR A 1 0 INTERIOR x �z ALTERNATE DETAIL HM WOOD�E�STA�TION DETAIL 8 $ ql WINDOW INSTALLATION NOTES: ` e �'✓✓ 1. THE WIN➢OW FRAME FLANGE TO BE BACK -BEDDED W/ AN EXT. GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE `a$ 9 5 > 20 BY WINDOW INSTALLER (TYPJ 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO •`' �o HI -RISE SILL- OPTIONAL BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK F FOR DP ABOVE +70.0 PSF BY OTHERS (TYPJ • ` (+B0.0 DP MAX.) SEE DP CHARTS ON ' WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR y SHEETS #4, #5, & #6. MASONRY IS LESS THAN 1/8', SHIMS ARE NOT REQUIRED. l 4 ANCHO S NOTE: p :: -- ANCHORS TO BE #I2 SMS OR WD, SCREWS INTO WOOD, OR - 1/4TAPCONS or APPROVED CONC, FASTENERS INTO CONC., WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR - �.9•,. kj."r GONG. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) LL Q' d e d .SHIM'MAX,SPCE (TYPJ d q qIu q SHIM SP CE IT PJ q ad' PRODUCT REVISED 'n N ]/4' MIN. . .% 1/4' MIN. a the Florida U dad EMBEDMENTea 4' d MBEDMENT q aa.a -o.a d eua afngicoae�th NOA-No. 20-0813.06 R •"1 e d i e _a Hmtwn Da 1112022 f �� r • :,,,: TC_�� < J q . -, a 1 1/a'aMIN. EDGE DISTANC sy G� !� tl OPTIONAL SILL DETAIL Mlle a Prod trot A 1. ALL WOOD BUCKS ENGINEERED SEPARATELY 2X WOOD BUCKS & TO BE REVIEWED BY BLDG. OFFICIAL (TYPJ m.noTc ^Rcu<TYP� WOOD BUCK AND FRAMING (NOT BY LAWSON INDUSTRIES) MUST SUSTAIN LOADS IMPOSED BY THE GLAZING SYSTEM 21 23 LAMINATED GLASS 33 SILICONE ADHESIVE t/4' MAX. k1 4 S.M.S. V/ 1 1/4' SHITY� ACE SILICONE COMPOUND FOR MAXEDME TENER SPAOONG) 2x Q 17 34 (SEE ELEVATION AT SHEET #2 I' MIN. - 11LJ EDGE 6 DISTANCE 1 {fd<fiEffEEfEK{t{{ 1Edp 1 - • �(lff fEEfdKlfd{{(<(fdf f 3 EXTERIOR WALL FINISH BY OTHERS <TYP) P8 Oq EXTERIOR 18 19 STUCCO OVER METAL LATH NAILED TO DO EXTERIOR GRADE PLYWOOD SHEATHING EXT. GRADE PERIMETER TO BE SPECIFIED BY ARCHITECT OR G.C. CAULKING NOT BY (EXTERIOR FINISH BY OTHERS)-LAWSON INDUSTRIES', NOT BY LAWSON INDUSTRIES, INC. TO BE APPLIED BY OTHERS 73' MAX. (TYPJ WINDOW FRAME BUCK WIDTH 74' MAX. WIN➢OW FRAME FLANGE WIDTH "XO" WINDOW EQUAL LITE ( "OX- REVERSED ) WINDOW INSTALLATION NOTES: 30 31 h B 1. THE WINDOW FRAME FLANGE TO BE BACK-BEDDEDW/ AN EXT. GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE -- - - BY WIN➢OW INSTALLER (TYPJ 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS (TYP) 22 21 * WHEN TIS GAP THAN THE WINDK)WSHOWS FRAME AND THE BUCK OR ' $ MASONRY IS I8S3 TITAN 1/B", SHt115 ARE NOT REQUIRED. ANCHORS NOTE: ANCHORS TO BE #12 SMS OR VD. SCREWS INTO WOOD, OR LOCK (LATCH AND SWEEP) OPTIONS 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC., WITH A MINIMUM OF 11/4' PENETRATION INTO WOOD OR 1. BOTH EXTRUDED ALUMINUM AND PLASTIC LIFT HANDLE CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS, 2, BOTH DIE CAST AND NYLON CAM LACKS ARE QUALIFIED FOR USE ON ALL WINDOWS. 3. TWO (2) LOCKS ARE REQUIRED PER EACH VENT. p a a o Q � o n a .PT. WOOD BUCKS N c m v U e Cal 0� SHIN SPACE I v r 'a (TYPJ O Z OO zd c msa Z w 1/4' TAPCON W/ 1 1/4' ! o MIN. EMBEDMENT INTO CONC. .(SEE ELEVATION AT SHEET #2 . FOR MAX. FASTENER SPACING) ; ti CD < o c a t 1/4" MIN. EMBE➢MRENT V N j 1 1/S' MIN. E➢GE DISTANCE IfJ C W a0 ,a x o o 0 0 EXT. GRADE CAULK E (1 N IN N W �tr ® PRODUCT REVISED � �'z m IN pry��99 with the Fbrida ' )tJ Q luilAinB Cotls��• O'U Now -No. "0813.08 q Ex ireti--Oat 4/11/2022 �� . •� sr a Mlam aft PmduqtlIqiAroI '+P AAI(AIi ,• # 12 X 1.3/4' S.M.S. 1 1/4' MIN. WOOD EMBED (SEE ELEVATION AT SHEET #2 FOR MAX. FASTENER SPACING) CLEAR SILICONE ADHESIVE 1/4' MAX. 21 22 23 34 BEDDING COMPOUND LAMINATED GLASS SHIM SPACE (TYP.) l� 33 EXTERIOR \ 17 � 541 G1 27 30 31 (� CAULKI�� O O E D WINDOW FRAME BUCK WI➢TH WINDOW FRAME FLANGE WIDTH "XOX" WINDOW EQUAL AND UN -EQUAL LITE .PT. WOOD BUCKS u ,may q 1/4MAX. SHIM SPAC 4 v G (TYPJ c 36S' 1/4' TAPCON W/ 1 1/4' MIN. EMBEDMENT INTO CONC. i it w� Z zd 9 .(SEE ELEVATION AT SHEET #2 FOR MAX. FASTENER SPACING) o c i ap u Jp w a 11/M1' MIN. � j z z (, o z a MHEDMENT p E; p; c 1 1/8' MIN. EDGE 4 DISTANCE ® „ a z s y d, EXT. GRADE O o c 0 j9E WINDOW INSTALLATION NOTES: 1. THE WINDOW FRAME FLANGE TO BE BACK -BEDDED W/ AN EXT c GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE BY WINDOW INSTALLER (TYPJ n n 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO m BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS (TYPJ yy • WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY IS LESS THAN 1/8", SHIMS ARE NOT REQUIRED. gg� e ANGFIOR&-NOTE:____ a4 ANCHORS TO BE #12 SMS OR WD. SCREWS INTO WOOD, OR 1/4' TAPCONS — APPROVED CONC. FASTENERS INTO CONC., WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR • t,;es CONC. (REFER TOLOADTABLES FOR QUANTITIES REQUIRED) ' PRODUCT REVISED NONoGmPiying with the Florida A- Noa-No. 20-0875.06 • La Ion Date• 4I7 1/2022 miam ae Freaae}'C !roi DESIGN LOAD CAPACITY PS - OX or XO WINDOWS WINDOW # Jamb # H & S +/-Pressures 00 o q Glass TVps "A" * 2 Glass TV "B" * 21 Glass Tvpe "C" * 2 Glass Tv "D" * 21 Glass Typa "E" * 3 Glass T e " P* * 3 WIDTH HEIGHT Anchors Anchors + - sT + sT - { + psf . + } - g} + Pat - sf + E.f - sT ,P O 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 36 24 3 4 65.0 65.0 65.0 65.0 70.0 MCI 70.0 MO 80.0 80.0 80.0 80.0 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 c e d o 2 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 m- oz a 72 24 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 MCI 80.0 80.0 24 36 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 MO 80.0 80.0 80.0 800 . o cW7 c 36 36 3 4 65.0 65.0 65.0 65.0 70.0 MO 70.0 70.0 80.0 80.0 80.0 80.0 o c 48 36 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 m a o g 60 36 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 MCI 80.0 80.0 80.0 80.0 X 72 36 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 1 80.0 80.0 80.0 2 O 3 0 24 48 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 n 36 48 4 4 65.0 65.0 65.0 65.0 70.0 70.0 MO 70.0 80.0 80.0 80.0 80.0 ex. 48 48 4 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 MO 80.0 80.0 80.0 80.0 60 48 _ 4 6 65.0 (15.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 u 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 z F 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 B0.0 o 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 r I, `J O g 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 d W x 72 60 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 F chi r- a 37 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 �1 li q 53.125 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 80.0 c Z rn 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 80.0 "'1111 z 26.5 38.375 4 1 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 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 53.125 38.375 4 6 65.0 65.0 65.0 65.0 70.0 70.0 MCI 70.0 80.0 80.0 80.0 80.0 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 8 i $ 26.5 50.625 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 37 50.625 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 L k 53.125 50.625 5 6 65.0 65.0 65.0 65.0 MO 70.0 70.0 70.0 80.0 80.0 80.0 80.0 74 50.625 5 8 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 MO 80.0 '� � � � 5 26.5 58 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 37 58 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 y$ 53.125 58 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 1 -A 74 58 5 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 e j> 11 $ s g z 26.5 63 6 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 63 6 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 =" 53.125 63 6 6 65.0 65.0 65.0 65.0 70.0 MO 70.0 70.0 80.0 80.0 80.0 80.0 74 63 6 8 65.0 65.0 65.0 65.0 65.0 70.0 . Notes • : 1.) See SHEET s FOR GLAZING TYPES, DH. swcoNR OPTIONS. PRODUCT REVISED S.) STANDARD 3DL USED ON AINDOW3 MITEE +700 DP AND BEIAA as c"mpi" with the FIOISrL (IIINDOlP3 WITH GLASS TYPES 'A, B, C. 4 Dry BuiltlinD co- S.) HI RISE SILL ARM FOR ADIDOAS ABOVE +T0.0 DP / \ NOA-No. 20-0813.06f° (11INDOAS AYYH GLASS TYPES -E. A, Fry AND +SD.O DP %. .ii, .. \• �. E.pi-7 on Date: 4/11/2022 SMM NI RISE 56L DETAD. 'Hl- AT SHEET S OF 10. - / \\ ^ T SHJ. ON a -0 BY: I�I 4.) AINOOWS 1 ANCHORS n 70.BD AT FRAIIe EHEADLEVATION AINDOER NT111 DP ABOVE T0.0. (SEE ELEVATION AT SHEET S OF 10) \\\ eJ WINDERS ATTR GLASS TYPES -A, C, OR SH INSTAI].MD ABOVE SOFT. Miami-Datle Protluct Control IN THE HVHZ, Tile LG. EYIRRIOR LTIA SHALL BE TEI@ERED. mm 4 ...........:Y r �C r!!/I11111 •• E q DESIGN LOAD CAPACITY PS - XOX WINDOWS with Un Equ8l LHe 1/4112-114 m R- 4 + / - Pressures FRAME WIDTH 312E HEIGHT # Jamb Anchors # H & 8 Anchors Glass "B" ` 2 Glass "C"' * 2 Glass "0" * 2 Glass "E" * 3 Glass "F" * 3 Glass a "G" * 21 c 0 ,{ + sf - psf + pSf - psf + - PST + Eaf - f + Oaf - psf +Pat- f 60 24 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 y 72 24 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 24 3 8 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 c e o C 7 0 96 24 3 10 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 108 24 3 11 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 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 1 id o 72 36 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 z� 84 1 36 3 8 70.0 75.0 70.0 75.0 85.0 75.0 65.0 75.0 1 52.0 52.0 65.0 75.0 96 36 3 10 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 o 108 36 3 11 - - 52.0 52.0 85.0 75.0 65.0 75.0 52.0 52.0 85.0 75.0 z c 60 48 4 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 72 48 4 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 v 84 48 4 8 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 a 96 48 4 10 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 1 75.0 108 48 4 11 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 H y 60 60 5 7 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 z a. 0 72 1 60 5 7 52.0 52.0 1 65.0 75.0 1 65.0 75.0 1 52.0 52.0 65.0 75.0 q 84 60 5 8 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 o Q 96 60 5 1 10 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.10 52.0 65.0 75.0 1 W x s 108 60 5 1 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 a j 0 z 74 26 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 85.0 75.0 _ f+ cI`i 0 Si 74 38.375 3 7 80.0 80.0 80.0 80.0 85.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 50.625 4 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 rn S 74 58 5 7 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 Q x FY 74 63 5 7 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 Z 79.5 26 3 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 38.375 4 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 50.625 4 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 S }} $ 79.5 58 5 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 ' = 79.5 63 5 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 " 8 106.25 26 3 11 52.0 52.0 65.0 75.0 65.0 - 75.0 52.0 52.0 65.0 75.0 106.25 38.375 4 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 S 106.25 50.625 4 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 .9. y 9 $ 106.25 58 5 11 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 �7 106.25 63 5 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 111 26 3 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 _ $ z 111 38.375 4 11 - 52.0 52.0 65.0 75.0 65.0 71.0 12.0 52.0 65.0 75.0 $ 111 50.625 4 11 - 52.0 52.6 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 Ja V A. $ o $z 111 58 5 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 io tl e 111 63 5 11 52.0 52.0 65.0 75.0 65.0 1 75.0 1 52.0 52.0 1 65.0 75.0 Notes 1.) SEE SHEET 9 FOR GLAZING TYPES, DETAILS & SILICONE OPTIONS. 2.) STANDARD SILL USEDON WINDOWS WITH +70.0 DP AND HEIAW (WINDOWS WITH GLASS TYPES "A, B. C, & D") 3. HI RISE SILL ARE FOR WINDOWS ABOVE +70.0 DP (WINDOWSWITH GLASS TYPES "E, & F" AND +80.0 DP MAX. (WIND ) SEEHI RISE SILL DETAIL "Bl" AT SHEET 3 OF 10. 4.) ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) 5.) WINDOWS WITH GLASS TYPES "A, C, OR G" INSTALLED ABOVE SOFT. IN THE HVBZ, THE I.G. EXTERIOR UTE SHALL BE TEMPERED. // i/� ) // i/� ) // 10 � PRODUCT REVISED pNYmg With the Fbritla 6ui W ing Cotls Now-No. 20-0813.08♦n Ex iration Dale: /11/2022 ,�,1� Miam�'patle protl bol x ok'' o .............34, ". . W N G^ G; Lry 0 0 ._ .. ,I H r ��'P^t• • cl'•LA°. ' q XOX - Ua-Equal Ute DESIGN LOAD CAPACITY PS - XOX WINDOWS with Equal Life 113-1/3-113 +/- Pressures o # Jamb # H & S Glass Typa "B" * 2 Glass T e "C" * 2 Glass Ty7 "D" * 2 Glass "E" * 3 Glass T e 7"* 3 Glass Type "G" * 2 c Anchors Anchors + sf + sf sf + sf sf + pg + psf sf + DO sf e 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 e 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 �" e 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 .9. ` 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 z 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 0 0 3 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 a i 5 7 52.0 52.0 65.0 75.0 1 65.0 75.0 52.0 52.0 65.0 75.0 5 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 0 5 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 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 ®z ` 4 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 In ` 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 5 6 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 H 5 6 52.0 1 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 N ; 3 9 80.0 80.0 80.0 80.0 65.0 75.0 1 65.0 75.0 52.0 52.0 1 65.0 75.0 -7!V, S 74 1 38.375 1 4 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 ` i x 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 I� 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 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 " 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 5 : E A s 79.5 38.375 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 79.5 50.625 4 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 �s e = 5 # 79.5 58 5 9 52.0 1 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 0 m s 79.5 63 5 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 v = m 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 84 38.375 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 „ I z 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 a { 84 58 5 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 o V ti { 3 84 63 5 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 # .eeAy9�: s I�eaN,rea g 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. & D7 3.) RI RISE SILL ARE FOR WINDOWS ABOVE +70.0 DP (WINDOWS WITH GLASS TYPES "6, & F") AND +80.0 DP VAX. SEE HI RISE SILL DETAIL "Bl" AT SHEET 3 OF 10. 4.) ADDITIONAL ANCHORS REQUIRED AT FRAME READ & SILL ON WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) 5.) WINDOWS WITH GLASS TYPES "A, C, OR G" INSTALLED ABOVE SOFT. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. XOX -E""al Lite • N PRODUCT REVISED mp -ft the Fl"Haa suliai119 y O- NOA-No. 20-0813.06 be rationa aft Prod oip22 aims 9LICONE OPTm15' CxNEE-xOaMEAD 5731 TRExcO SPECTRUM 2 LAMINATED GLASS COMPOSITION - TYPE B ati cLlss 093CRrPA ON I JJJJ asw� TA1OnATB DBscRwTDn E9R9mnPCMenNzl cw E 0.-, RLASTIL HiERLAYER vD• Mat LED -a IAMO4ATEO GLASS COMPOSITION - TYPE D m01 GLAeD DFM'R@TION DR16 IMaNAR DBBCRQ'EIDP I/D- HEAT-BTRENGHTENED GLASS -- a c- AY 0.090• PLASTIC INTERLAYER _ _ _ __= TX a0.AeNVB ce, c 1 2 LA1@NATED GLASS COMPOSITION - TYPE E OPH 2 GLL9a LABAG DN I/8' NEAT-ZTRENGHTERM GLASS Do90PLAttIc INTERurER 1A' HUT-STRENGXTENEO GLASS "SI=F'- - _ _ -_�FVS, ASE e fAlliN1TBD GLASS COMPOSITION - TYPE F 2 2 NNEALED GLASS OLD90 pPLASTIt INTERLAYER TRD31P0. PVB by 0 ' ..URA¢ -J4 TRDSIFY Anenko. Nc 3 1/D' NICKED GLASS 19 18 .99 SCHNEEG.RMDREHEAD 5731 J3 O.fi00 ...e= iREMCO SPECTRUM E IN LAMINATED GLASS COMPOSITION TYPE A ImGBASS DLED _ _ iA O ,1t# b�c10P190R SME% B b AMM GLASS 3 U90'INTERP_uLED LAYER I I a' —B AIR SPACE ED GLASS Gn INSULATED fAIJINATED GLASS COMPOSITION TYPE C ITAM — DEDIXe130N — EAS"" Lox KuOSROL PVB A-HQY 0090• PLASTIC INTERLAYER UBV ANNEALED &ASS 4' SH—TED AIR SPACEIJJJJJJI--- -_ _ n�o 11 I INSULATED LAMINATED GLASS COMPOSITION TYPE G Tm 0 Dtlwd _ _1 - 0.. Lf1elA Nvw Y erkR. ' HEAT STRENGHTENE CbA 2 0090, PUBLIC INTERLAYER t/e' NEAT-STRENGHTEIEO GLA 1/4' INPAATED AIR SPACE II -- - - I N) WMDOWS WITH GLASS TYPES 'A, C, OR G' INSTALLED ABOVE WT. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. GLAZING DETAILS AND OPTIONS ALUMINUM MULLION SEE MULLION APPROVALS FOR—� MULLION TYPE, SIZE AND MAX. DESIGN PRESSURE LIMITATIONS. (ALUM. 0.078- MIN. THICK) DIE: THE LOWER PRESSURES OF tE WINDOW OR MULL SHALL GOVERN -# 12 X 3/4' S.D.S. FLAT HEAD, PHILLIPS. (SEE EIANATpN AT EXEET /2 MR MA f. FISIENER SPACING AND DP TABLES FOR QUANTITY) EXTERIOR GRADE— MNWW FRAME PERIMETER CAULKING EXTERIOR �2 FRAME MULLING DETAIL —SEE MULLION APPROVALS FOR MULLION TYPE, SIZE AND MAX. DESIGN PRESSURE LIMITATIONS. NOTE: THE LONER PRESSURES OE THE MNDOW OR MULL SHALL GOVERN l/4' MAX. M 12 S.D.S. X 1 1/4- L. ItFN SHIM FSEE TON AT SNEEf /2 ANTERIOR . PASTEMER SPACING) PERIMETER) L-WMDOW FRAME NOTE: SEALANT EXTERIOR 1. ALL STEEL IN CONTACT WITH ALUM. TO BE PAINTED OR PLATED. 2. METAL STRUCTURES: ASTEEL : Fy ; 38 KSI MIN. (STEEL 18 GA MIN. THICK - 0.048-) B) ALUMINUM : 6063-75 MIN. (ALUM. 0.07S' MIN. THICK) METAL STRUCTURE ATTACHMENT DETAIL :E FRAME WINDOW BIU OF MATERIALS DESCRIPTION RBMARES FRAME MEAD 6063-TG ALUMINUM FRAME SILL 6063-T6 ALUMINUM FRAME FXD. JANB 6063-T6 ALUMINUM FRAME FIXED MEETING RAIL 6063-T6 ALUMINUM N C VENT MEETING RAIL 6063-T6 ALUMINUM m O VENT TDP/BOTTOM RAIL 6063-T6 ALUMINUM � � FRAME VENT JAMB 6063-T6 ALUMINUM '2' �w VENT JAMB LATCH RAIL 6063-T6 ALUMINUM c � FRAME SILL TRACK 6o63-T5 ALUMINUM FRAME SILL RETAINING CLIP 6063-T5 ALUMINUM GLAZING BEAD ( 3/8' ) 6063-T5 ALUMINUM FRAME ASSEMBLY SCREWS #8 X 3/4' P.H. PHILLIPS INSTALLATION SCREWS #14 SMS FH/PHIL. VINYL BULB 1/4' ➢IA. BULB #3033 FIN SEAL WEATHERSTRIP .187' w z .230' IN FIN SEAL WEATHERSTRIP .187' w x .350- h RSTRIP FIN SEIBEAD< .187' w x .310' h GLAZINNSULATE➢) 6063-TS ALUMINUMPILE EEA➢ .187' wx J50' hVENT ERING LpiCH 6063-TS ALUMINUM VENT MING LATCH MOLDED NYLON LATCH STAINLESS STEELSILL/JGASKET 1/16' CLOSED CELL FOAM SILL RAIL ASSEMBLY SCREW #8 X 2 1/4' P.H./PHIL. WEEP FLAP A BAFFLE OPEN CELL FOAM PAD LAMINATED GLASS See D—IRG E L.H. wf sheet 9 GLAZING SILICONE See D—Its E L.H. of sheet 9 FRAME SILL 6063-% ALUMINUM FRAME SILL RETAINING CLIP 6063-TS ALUMINUM COLONIAL FALSE MUNTIN ALUMINUM JOINT SEALANT Al PERIMETER ACRYLIC CAULK OSI POLYSEAMSEAL J5 a � LG Cod with the Fbrida ^ 4 6MIMIHg NOp-xo. 20.0813.08 e O oration Gate_ T7/2022 ��ET •� . � Mlam atle PreE rol II....•Aa PRODUCT REVISED " �z 6 o FRAME HEAD L-7703 �Less� OO7 FRAME VENT JAMB L-8703 SILL TRACK L-8702 yY3 O O FRAME TOP CORNER m O a e�q3 A62 _�_ SILL RETAINING CLIP L -8705 " a p 2 M C _ I uss L Rurac .0 3 e o o O E to W � .}i w t •, m FRAME SILL FRAME HR SILL{— L-87D1 L-8301 O2 35 SILL RETAINING CUP L-8302 35) 0 FRAME BOTTOM CORNER TO VEf R P CORNER •� �z , N O ad e3Ta asee ase •� • -- -- •\ 6 N c w N 0 a nee K a a x o I VENT SPRING LATCH L-7539 Q e ro x 2G4 1 235 T-O VENT INTERLOCK RAIL L-7705 FRAME FMED JAMB L-7701 V R$ Yn $ 3 ff.HLM nw + I FRAM SI�MFFT�PJCz3-L � a 206i ,Tgp �— !a VENT TOP BOTTOM RAIL L-7707 VENT BOTTOM CORNER © —i o-i 3 ✓ aQg�gx= C C ; G 0fiE Mss FRAME & SASH CORNER ASSEMBLY DETAILS SILL ANCHOR CLIP L-8830 GLAGLAZING BEAD L-7711G HEAD 32 L-7708 18 QP_ .asa O PRODUCT REVISED I eu Np'yi dlM tM Floaae .ow co` �..'. I� .aso s5° Now-ru. 204813.06022 iF VENT JAMB RAIL L-7708 eppp Law FMD MEETING RAIL L�7704 .os2 eyes u7e te16:8E4 111 °.e .p',y �aPpJ, ; N • S ,' 6:4c ,oce wz22 —Lzss— .ns .ns Micro aas proa a °j'�.. ,tape la