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HomeMy WebLinkAboutNOA HORIZONTAL SLIDING DOORf� MIAMI-QAD FILE COPS( ®MIAIVII DADE COUNTY • PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURRNEW E jl F()1�$mi, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION °�' 7 6) 31 - 590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) CODE C O M P G i ade.Qov/[mildin¢ Lawson Industries, Inc. ST. LUCIE COUNTY 8501 NW 90 Street Medley, FL 33166 BOCC 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 F, dated 07/31/20, 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 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. i 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 MIAM4DADE COON l Expiration Date: April 11, 2022 v Approval Date: October 08, 2020 10/01/20 Page 1 l Lawson Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBNHTTED 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 J. Sotos, P.E. (Submitted under NOA No.19-0708.09) 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) 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 1E r NOA No. 2 Emiration Date: April 11, 2 Approval Date: October 08, 2020 E-1 Lawson Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNIITTED 1. EVIDENCE SUBNMTED UNDER PREVIOUS NOA's (coNmuED) B. TESTS (coNTnvuED) 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, IIETI-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. HETI-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, IIETI-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) Manuel PerdP.E.Product Control ExNOA No. 20-Expiration Date: April 1 Approval Date: October 08, 2020 E-2 Lawson Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's (coNnNuED) B. TESTS (cowpmED) 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. Sotos, P.E. (Submitted under NOA No. 12-012 7.08) 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 "Satlex Clear and Color Glass Interlayers" dated 09/07/17, expiring on 05/21/21. Manuel PerdP.E.Product Control EzNOA No. 20-Expiration Date: April 1 Approval Date: October O8, 2020 E-3 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's (cownwED) F. STATEMENTS 1. Statement letter of conformance, complying with the FBC 61 Edition (2017), dated June 24, 2019, issued, signed and sealed by Thomas J. Sotos, 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. Sotos, P.E. (Submitted under NOA No. 19-0 708.09) 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. 19-0 708.09) 4. Laboratory compliance letter for Test Reports No. HETI-10-3047, HETI-10-3048, HETI-10-3049, HETI-10-3049I, HETI-10-3050, HETI-10-3051, HETI-10-305211, 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. 11-0 705. 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 Exa r NOA No. 20- 13.0 Expiration Date: April 11, Wf2 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. Sotos, 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 "Saflex 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 71b Edition (2020), dated August 03, 2020, issued by the manufacturer, signed and sealed by Thomas J. Sotos, 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 Perez, P.E. Product Control Ex r NOA No. 20- 813.0 Expiration Date: April 1 , 2 Approval Date: October 08, 2020 E-5 //Z B L81�2r_� O E\' D \\' B Bt NOTE: OX ' I X0 1) REFER TO SHEET 2 OF 10 FOR INSTAUA71ON ANCHOR DETAILS AND NOTES. 2 FOR VERTICAL CROSS-SECTION DETAILS 'A. Al, B. & III- REFER TO SHEET @3 3) FOR HORIZONTAL CROSS-SECTION DETAILS -C. D. & V REFER TO SHEET d4 4) REFER TO SHEET 8 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. A A7 8 81 H XOX -Equal late (1/3-1/3-1/3) NOTES: 1)) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2) FOR VERTICAL CROSS-SECTION DETAILS 'A, Al. B. & B1' REFER TO SHEET 03 3) FOR HORIZONTAL CROSS-SECTION DETAILS -'D. & E' REFER TO SHEET #6 4) REFER TO SHEET 8 OF SO FOR DESIGN LOAD CHARTS AND NOTES. A Al E� D B 81 NOTFs. XOX - Un-Equal Lite (1/4-1/2-1/4) 1)) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2) FOR VERTICAL CROSS-SECTION DETAILS 'A. Al. B, & BI- REFER TO SHEET /3 3) FOR HORIZONTAL CROSS-SECTION DETAILS 'D. & E' REFER TO SHEET S6 4) REFER TO SHEET 7 OF 10 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 FLORIDA BUILDING CODE (2017-6th Edition & 2020-7th Edition, INCLUDING HIGH VELOCITY HURRICANE ZONE MM) 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 8, 7, or 8. 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 5.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES TABULATED HEREIN (SEE SHEETS #8, 7, or 8), AND FOR USE WITH DOUBLE GLAZE LAMINATED INSULATED GLASS TYPES TABULATED HEREIN (SEE SHEETS #8, 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 `COX' WINDOWS. 11.) SEE SHEET B FOR DESIGN PRESSURES ON UN -EQUAL IM 'XOX' WINDOWS. 12.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS S. 4, or 9. 13.) EXT. & INT. FALSE COLONIAL LUNTINS 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 & 6 FOR DETAILS & NOTES) WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE FBC CHAPTER 24 SECTION 11.3.3.3. 18.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE NULLED UNITS. 16.) SEE SHEET # 6 FOR MULION/NETAL ATTACHMENT DETAILS, NOTES & OPTIONS. 17.) MULLING HORIZONTAL SLIDING WINDOWS WITH OTHER TYPES OF MAW-DADE COUNTY APPROVED WINDOWS USING A MiAHI-DADS 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 as camp hing with the Florida Building Coda NOA-No. 20-0813.06 be Iratlon Data 4l11=2.2 Nllam a Produ trot ko° 0 O x N z TEST UNIT SIZE: 111' X 63' INSTALLATION FASTENERS (A) 10 AT FRAME HEAD (14 AT FRAME HEAD IF DP ABOVE 70.0 (B) SO AT EA. FRAME SELL (14 AT FRAME SILL, IF DP ABOVE 70.0) (C) 8 AT EA. FRAME JAMB •SEE GENERAL NOTE 03 & J4. BS 3/8' OVERALL FRAME VIDTFH 84 3/8' INTERIOR FRAME VIDTH Ne o. o e 1 MaYll .L . 24 q 24 E / n Jx O i I I' B B1 S i s ANCHOR NOTES ' L SAME ANCHOR SPACING AT HEAD L SILLFALSE V T•S 2. TWO ADDITIONAL ANCHORS REQUI6S W/ SILICONE AND ARE AT ABOVE RAILS FOR UMTS (4 T AVAILABLE AS DPTL DP ABOVE .71WSF / - 75PSF <4 TOTAL) NNppTT���g�� 'XQX" WINDOW EQUAL LITE FWL%E TICAL CROSS-SECTON DETAILS 'A, Al, B, L BI' AT SMELT R3 TEST UNIT SIZE: 111' X 63' 2. SEE HOREU MAL CROSS-SECTION DETAILS 'C. D, L E' AT SHEET 05 INSTALLATION FASTENERS :f= 111' OVERALL FRAME WIDTH (A) 10 AT FRAME HEAD 110' INTERIOR FRAME WIDTH (14 AT FRAME HEAD IF DP ABOVE 70.0) TWO ADDITIONAL ANCFOBRS (B) 10 AT EA. FRAME SILL A Al ° A�'�TD (14 AT FRAM SOLI IF DP ABOVE 70,0) AD +/- 7025E (4 TOTAU (C) 8 AT EA FRAME JAMB r-'IOJA&�.Cy 4. it *SEE GENERAL NOTE 83 & 04. 'HY oc) fW S J o ^ TESL' UNIT SIZE: 74' X 63. 74' OVERALL FRAME VIDTH INSTALLATION FASTENERS• 73' INTERIOR FRAME WIDTH (A) 8 AT FRAME li[RAD TWO ADDITIOF% ANOIDRS C (8 AT FRAME HEAD IF DP ABOVE 70.0 REQUIRED AT MEETING RAILS C (B) 8 AT EA FRA1� 9Oi FOR UNITS WITH DP ABOVE CD (8 AT FRAME SU IF DP ABOVE 70.0) A Al �/- 70PSF C4 TOTAL) s• h (C) 8 AT EA. FRAME JAMB 4 4 4- 14. m 0yq • SEE GENERAL. NOTE 43 & B4. I-"(a�+� O.C�) 01Ax. o.C. ({yp� n _I E-' ti 11L.11AL L. MRIFRS) 0 - `O O 'Q56,{ 0 j co O O ^ O N .et 3 rn '" zo 1/4 OC !o 4__ )° H 13 1/4' OC Z � '°� x ,�.. ^ i it P W Z �. �C' = E it / i ^� m X CL o �1/-44'' OC //`�� C y O o / D S mo V4' Or_ W / a 13 V4. OC. Z N ° o vs• nc B B 1 s 12 13 v4' nc a 0 o 0 x 04 ANCHOR NOTES, a 6 L SAME ANCHOR SPACING AT HEAD i SILL E%T,n 7�T V 2 CO AT METING RAILS O ADDITIONAL ANCHORS MAVVAILABLE AS SAAL. IF ABOVE -/- 70PSF (4 TOTAL) XO" MUM LITE A 1 x tYIIES (`OX" REVERSED) L SEE VERTICAL CROSS-SECTION DETAILS •A, AL B, i BI' AT SHEET 03 —"� 2. SEE HORRUNTAL CROSS-SECTION DETAILS 'C, D, L E' AT SHEET i4 13 V4' E 1� nC 13 v4• D.t. _7—L ANCHOR NOTES, ` ' , f. SAME ANCHOR SPACING AT HEAD LSILL\ / EXT. L INT. FALSE E ANDIAL NLHTINS ARSE UP E. TWO ADDITIONAL ANCHORS REQIIIIED ATAT APPLIED SILICONE AND ARE AV ABOVE .70PMEETING SF / - FOR � (44TTOTAL) 'COX" WINDOW — UN —EQUAL LITE NOTES. L SEE VERTICAL CROSS-SECTION DETAILS •A, AL B, i B1' AT SHEET 03 2. SEE HORIZONTAL CROSS-SECTION DETAILS •C, D, 16 E' AT SHEET R5 .w M I o o.ath n I A 2. -- c J I o s � SERIES-8700 HORIZONTAL SLIDING WINDOW FLANGE FRAME ELEVATIONS — L.M.I. PRODUCT REVISED m0 as R:omphllnp with the FWds .: BYlldi(Hp CCoodd• ROA-1To. 20-0873.06 Iratlon Oat•• 4/1112022 L71am • Prod 1 IttTl7Try"T0 41 N D. Vic, 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) 6 TO BE REVIEWED BY BLDG. OFFICIAL (TYPJ 1 1/8' MIN. 2. WOOD BUCK AND FRAMING (NOT BY LAWSON • ., • EDGE DISTANCE IN➢USTRIES) MUST SUSTAIN LOADS IMPOSED BY THE GLAZING SYSTEM 1 1/4' MIN, •.o •a d: .�,n; , d:' a e.` AEMBEDMENj•. a .:if•., 107 4. Zt EXTERIOR GRADE WtV/4'X,PERIMETER CAULKINGCE O EXTERIOR O EXTERIOR GRAI PERIMETER CAl CLEAR SILICONE ADHESIVE BEDDING COMPOUND 34 INTERIOR NATED GLASS ' • 1: � e b • '.b SHIM SF =Sw e d: 1 1/4' MIN. �. <iYPJ . o EMBEDMENT da c B EXT. GRADE 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 02 (EXTERIOR FINISH BY OTHERS) FOR MAX, FASTENER SPACING) NOT BI[I••Y LAWSON INDUSTRIES, INC \lI-`ns 1 1 2X (MIN._E EXT, GRADE PERDRETER L 1/4' MAX. CAULKING NOT BY SHIM SPACE 'LAWSON INDUSTRIES', CTYPJ TO BE APPLIED BY OTHERS (TYPJ y N EXTERIOR I INTERIOR J. ALTERNATE DETAIL WOOD FRAME INSTALLATION DETAIL S J WINDOW INSTALLATION NOTES: 1. THE WINDOW FRAME FLANGE TO BE BACK -BEDDED W/ AN EXT. GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE 20 BY WINDOW INSTALLER (TYPJ 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO HI -RISE SILL- OPTIONAL BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK FOR DP ABOVE +70.0 PSF BY OTHERS (TYP.) (+80.0 DP MAX.) SEE DP CHARTS ON • WHEN THE GAP BETWEENTHE WINDOW FRAME AND THE BUCK OR SHEETS #4, #5, 6 #6. MASONRY IS IES.S THAN 1/8', SHM ARE NOT REQUIRED. ANCHORS NOTE: ANCHORS TO BE #12 SMS OR VD. SCREWS INTO WOOD, OR 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC., WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) a a:., .MAX • C SHIM SPA t n e d w v 1 1/4I MIN. •' : c : PRODUCT REVISED a EMBE MENT . ' a a. eo 191 with the Florida Building CooddI A' a e., o d NOA-No. 20-0813.06 e iratbn Bata' 11/2022 EDGE DISTANC Is OPTIONAL SH1. D AIL Mla ada Produc*V4t of o wo n � y q � w m m 93 °J _ }W Q W C R Z o ,a I o U o O a ul C O O 1 1. ALL WOOD BUCKS ENGINEERED SEPARATELY 2X WOOD BUCKS & TO BE REVIEWED BY BLDG. OFFICIAL -(TYP,) BY OTHERS (TYPT� 2. WOOD BUCK AND FRAMING (NOT BY LAWSON INDUSTRIES) MUST SUSTAIN LOADS IMPOSED 'Wno cTutcu VBY THE GLAZING SYSTEM #14 S.M.S. W/ 1 1/4' MIN. EMBEDMENT INTO WOOD, (SEE ELEVATION AT SHEET #2 FOR MAX. FASTENER SPACING) TED GLASS —SILICONE ADHESIVE BEDDING COMPOUND INTERIOR 1/4' MAX. SHIM SPACE (TYP.) EXTERIOR WALL FINISH ---e BY OTHERS (TYR) ` ' 11 4 EXTERIOR 18 19 EXT. GI CAUL STUCCOOVER METAL LAIN NAILED TD EXTERIOR El(TERI(IR GRADE PLYWOOD SHEATHING EXT. GRADE PERIMETER D TO BE SPECIFIED BY ARCHITECT DR G.C. CAULKING NDT BY O (EXTERIOR FINISH BY OTHERS) 'LAWSON INDUSTRIES', NOT BY LAWSON INDUSTRIES, INC. TOPE APPLIED BY OTHERS 73' MAX. WINDOW FRAME BUCK WIDTH 74' MAX, WINDOW FRAME FLANGE WIDTH 30 31 8 8 21 5 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) LOW ARE REQUIRED, PER EACH VENT. "XO" WINDOW EQUAL LITE ( "OX" REVERSED ) 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,) 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO 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. ANC ORS NOTE: ANCHORS TO BE #12 SMS OR WD, SCREWS INTO WOOD, OR 1/4' TAPCONS or APPROVED CONC, FASTENERS INTO CONC„ WITH A MINIMUM OF.1 1/4' PENETRATION INTO WOOD OR CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) -.PT, WOOD BUCKS ae' /-1/4' TAPCON W/ 1 1/4' /MIN, EMBEDMENT INTO CONC. (SEE ELEVATION AT SHEET #2 . FOR MAX. FASTENER SPACING) 1 1/4' MIN, EMBEDMENT ..A . o , a 1 1/8' MIN. EDGE DISTANCE A. PRODUCT REVISED me camp lfdna with the FWda BUliding LCoodd• Noe► -No, 20-0813AS hatlon Date 4H 1I2022 By' Mtam ado Poach tml y O q i ro z n m yyq N Q m Cy1 E I~ M w p M � a Z z C3 � W = �! Cl C o � a � z ' O H sj O H ca etptutlthy °° °° O •N•N•-0b" i i: Z # 12 X 1 314' S.M.S. 1 1/4' MIN. WOOD EMBED O (SEE ELEVATION AT SHEET #2 a FOR MAX. FASTENER SPACING) CLEAR SILICONE ADHESIVE Y`. PT. WOOD BUCKS q da 1/4, MAX. 21 22 23 34 BEDDING COMPOUND LAMINATED GLASS e, so m to) o SHIM SPAN 1/4. MAX. n e E $ (nP) 33 EXTERIOR SHIN SPACE m (TYP.) 7 17 o �:•, v d• p,pulf .5 7 30 31 _. 1/4' TAP•CON W/ 1 1/4' z e MIN. EMBEDMENT INTO CONC G, .(SEE ELEVATION AT SHEET #2 o W i 14 = -_ _ _ _ ,__ _ ___ __ __ FDR MAX. FASTENER SPACING> i o. $ ix : c1/4' IN. 16 1 1/4' MIN. 5 MHED T 17 $ Y 18 M� �EDMEN -- a EDGE DISTANC E 3 Ems+ EXi, GRADE EXT GRADE :i-:�>• 'a• ' 1 .�+ q CAULK O O OCAULK a WINDOW FRAME BUCK WIDTH ,. •• 'ch o WINDOW FRAME FLANGE WIDTH "XOX" WINDOW EQUAL AND UN -EQUAL LITE g g WINDOW INSTALLATION NOTES: 1• THE WINDOV FRAME 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 FRAME TO g 0 " BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK a �` BY OTHERS (TYP.) v ►,^„ 4 • WM THE GAP BETVM THE WDNDOW FRAME AND THE BUCK OR MASONRY IS LESS THAN 1/8', SHIMS ARE NOT REQUIRED. ANCHORS TO. BE #12 SMS OR. WA SCREWS INTO WOOD, OR e 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC., tygs.'. tl:tf? WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR CONC, (REFER TO,LOAD TABLES FOR QUANTITIES REQUIRED) pp�•g�' ? ,.• '•'°°••;�°�fq4� n,N c� •'<•, u> It ,, �w PRODUCT REVISED W gn oy' cy y as comp 1 with the Florida Building oo ' 1 NOA-No. 20-0813.0s Expiration Date 1112022 Br t# amyl! ade Prcdu 1 .•,��c°x,,., .: °updiU�� E • 'idY �, q VESIG Wi LOAD CAPACITY PS - OX or XO WINDOWS y 3 q : WINDOW # Jamb # H 9 +/- Preacurea Glase "A" . 2 G "B^ ' 2 Glass "C" • 2 Glass "D" • 2 Glass a ^E" • 3 Glass o "F' " 3 WIDTH HEIGHT Anchors Anc ors + + psf - sf + 138f f - sf + f - f + f - 0.0 4 a CCo y x 24 24 3 3 65.0 85.0 65.0 65.0 70.0 70.0 70.0 Soso Soso Soso 80.0 36 24 3 4 65.0 65.0 65.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 "� m :{ E+ 5 48 24 3 6 65.0 65.0 65.0 70.0 70.0 r70.O 70.0 80.0 80.0 80.0 80.0 a vd o 060 24 3 8 65.0 65.0 65.0 65.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 c ,� A72 24 3 6 65.0 66.065.0 65.0 70.0 70.070.0 80.0 80.0 80.0 80-024 z r o o 36 3 4 65.0 65.0 65.0 65.0 70.0 70.0 . 70.0 80.0 80.0 80.0 80.0 .36 36 3 4 65.0 1 65.0 65.0 .65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 Z 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 m a R o 60 36- 3 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 m c 72 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 D c 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 38 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 48 .48 4 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 60 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 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 O z 0 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 80.0Cr 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 80.0 5 fto 65.0 70.0 70.0 70.0 70.0 60.0 80.0 80.0 80.0 o p S x C, 60 60 5 65.0 85.0 65. 65.0 70.0 70.0 70.0 70.0 Soso Soso 80.0 80.0 72 60 5 65.0 65.0 65 65.0 70.0 70.0 70.0 70.0 - - - - 26.6 26 3 4 65.0 65.0 .0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 53.125 26 3 4 .0 65185.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 Ul O 3 6 65.0 65.0 05.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 74 26 3 6 65.0 05.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 Q z 28.5 38.375 4 4 65.0 65.0 05.0 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 1 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 70.0 70.0 80.0 80.0 1 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 f S n R 8 26.5 50.625 5 4 65.0 65.0 05.0 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 53.125 50.625 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 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 80.0 80.0 5 r a 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 80.0 37 58 5 4 65.0 .65.0 65.0 05.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 53.125 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 ,$ tW a f t 74 58 5 8 65.0 65.0 65.0 05.0 70.0 70.0 70.0 70.0 80.0 Soso 80.0 80.0 .214 $ i �00� g 1 € Y g $ g h g 3 26.5 63 6 4 85.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 37 83 6 4 65.0 65.0 65.0 85.0 70.0 70.0 70.0 70:0 Soso Soso Soso Soso 53.125 63 6 6 85.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 d Is d y 74 63 6 8 65.0 65.0 65.0 65.0 65.0 70.0 Notes • 1.) aim slur 0 FOR OLezwG frera, DErms 8 mucom OPTIONS. PRODUCT REVISED 2.) MNDARD SIM USED ON WINDOWS TM +70.0 DP AND BEWW 1y1e� (11nIDM MM GLASS TYPES 'A, B. C. h D) Buildi g Cod - tho FbrWa NOM+o. 20-0813.08 MMM 11M MSS TYPES 'E, k F AND +80.0 DF MAX s.) IS alas SILL ARE FOR tmmows eeove +70.0 BPHER ill RME SD.L DMM '81' AT �r S OF 10. \ [radon11 022 4.) ADDITIONAL ANCHORS REQUIRED AT FRAIM READ A: 01 ON p � BY' 11DUDOIB WITH DP ABOVE 70.0. (SEE ELEVATION AT 9H6Er 2 OF 10) 5.) ■Rm0WS MM GLASS TYPES A. C.OR 6' IIOTrALL® ABOVE am. Miam • Pfodue5 1 IN THE ISM THE LO. EBYEIROR UTE MUM BE TW%RKD. Az - m -''' � o d O � 40 p•� "9 Q�ZS ''U 4 O: ` � � ' Sg�• ,moo ��, A�IIAgltt •' q DESIGN LOAD CAPACITY PS - XOX WINDOWS wkh Un-Equal LKe 114-112-1/4 +/-Pressuresfosern _ fiRI1ME±S1ZE a` # Jamb # H & S Glass ^B^ • 2 Glass ..C^ ' 2 Glass Two ^D•• ` 2 Glass ^E^ ` 8 Glass -I- P 3 Glass TVP& "G^ • 2 ;lAIID'fF� afi7E1Ghi7w Anchors Anchors t - + + - + - t - s1 + s! - / c t0 e q 0 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 1! fO 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 rMn .o f w 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 �^ o v d o 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 m a w e 108 24 3 11 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 1 62.0 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 72 36 3 7 80.0 60.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 1 52.0 65.0 75.0 84 36 3 8 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 76.0 m 2a 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 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 b O 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 �yy 72 48 4 7 70.0 75.0 70.0 75.0 85.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 A O cy 84 48 ' 4 8 - 52.0 62.0 85.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 a 98 48 4 10 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 U ' 108 48 4 11 52.0 52.0 85.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 E 60 60 5 7 52.0 52.0 65.0 75.0 85.0 75.0 52.0 52.0 65.0 75.0 O ~ o N 72 60 5 7 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 60 5 8 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 96 60 5 10 52.0 52.0 65.0 75.0 65.0 75.0 52:0 52.0 65.0 75.0 '� 1 H x S 108 60 5 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 26 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 cFi E- 74 38.375 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 Ol of 74 50.625 4 7 70.0 75.0 70.0 75.0 65.0 76.0 65.0 75.0 52.0 52.0 65.0 75.0 ' 74 58 5 7 52.0 '52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 63 5 7 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 26 3 e 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 76.0 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 1 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 $ 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 N� 9 79.5 63 5 9 52.0 52.0 65.0 76.0 65.0 75.0 52.0 52.0 65.0 75.0 6- 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 85.0 75.0 52.0 52.0 85.0 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 75.0 106.25 58' S 11 - 52.0 52.0 65.0 75.0 85.0 75.0 52.0 52.0 65.0 75.0 ` 106.25 63 5 11 - 52.0 52.0 65.0 76.0 65.0 75.0 52.0 52.0 65.0 75.0 a 0 111 26 3 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0, 1 65.0 75.0 x 111 38.375 4 11- 52.0 52.0 85.0 75.0 65.0 75.0 52.0 52.0 65.0 75.02 g 111 50.625 4 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 ! 8 e 111 58 5 11 52.0 52.0 65.0 75.0 65.0 75.0 S2.0 52.0 65.0 75.0 (, o d ,� 111 63 5, 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 ` 65.0 75.0 ur�rprreep P�oott� Notes(*): 1. SEE SHEET 9 FOR GLAZING TYPES, DETAILS & SILNCONE OPTIONS. 2.) STANDARD SQL USED ON WINDOWS WTTH +70.0 DP AND BELOW O0 a "• S� o �C0 (WINDOWS WITH GLASS TYPES A, B, C. & DI PRODUCT REVISED "'� Pr a' 3. HI RISE SILL ARE FOR WINDOWS ABOVE +70.0 DP as camphinr vA0 the Fwda • to (WINDOWS WITH GLASS TYPES -E, & F-) AND +80.0 DP MAX. NOA ao gOAdVo. 20-0813A8 re N O SEE HI RISE SILL DETAIL '131' AT SHEET 3 OF 10. 4.) ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & BILL ON WMOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) iratlon Bah 11Y1022 ed •' �,,. ,���` 5.) WINDOWS WITHGLASSX.T PES 'A.30FT. IT C, O G- MULLED ABOVE trol �rrJ r°••• IN THE HVHZ. THE TEMPERED. ad•Prod .�•f" XOR - Un-Eeuel ute A %s,,�i0st�o. DESIGN LOAD CAPACITY PS - XOX WINDOWS with Equal Life 113-1/3-113 +/-Pressures I w- a fitAME SIZE ° # Jamb # H $ S Glass T "B" • 2 Glass a "C" 2 Glass "D" • 2 Glass "E" • 3 Glass "F" " 3 Glass "G" • 2 a _ a.VHII )771,- HEN( 3L:' Anchors Anchors + _ + _ + _ + - + - sf + sf - 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 h M �' a s 72 24 3 9 80.0 80.0 80.0 80.0 65.0 76.0 65.0 75.0 52.0 52.0 65.0 75.0 c 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 75.0 090 m. 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 3 `M' �" 4 o 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 Z o z" 84 36 3 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 m w= a a o c o 60 48 4 7 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 72 48 4 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 u, Z 84 48 4 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 60 60 5 7 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 - 72 60 5 9 84 60 5 9 - - 52.0 52.0 52.0 52.0 65.0' 1 65.0 75.0 75.0 65.0 65.0 75.0 75.0 52.0 52.0 52.0 52.0 1 65.0 65.0 75.0 75.0 x M 1 53.125 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 9 53.125 38.375 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 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 W x S 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 a c ,53.125 63 5 6 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 m 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 a 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 1 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 !y 74 58 5 9 52.0 52.0 650 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 g 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 a s a 70.5 38.375 1 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 g n 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 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 o g m n 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 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 a a 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 $ z F 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 j a i 84 58 5 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 ' 81 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 �s's Notes # 1.) SEE SHEET 9 FOR GLAZING TYPES. DETAILS & SILICONE OPTIONS. 2.) STANDARD SUL USED ON WINDOWS WITH +70.0 DP AND BELOW (WINDOWS WITH GLASS TYPES A. B. C. & D7 3.) HI RISE SILL ARE FOR WINDOWS ABOVE +70.0 DP (WINDOWS WITH GLASS TYPES 'E, & F') AND +80.0 DP MAX. SEE ffi RISE SIN. DETAIL 'BI' AT SHEET 3 OF 10. 4.) ADDITIONAL ANCHORS REQUIRED AT FRAM 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" INSIAMED ABOVE SOFT. N N ••0 6''. jC PRODUCT REVISED 01 ;� to QtQ� as ewldieongComplytZwkh the Florida ; U LAi- Q: Z O MOAato 20-0813.06 �) �,.•g�: FaFhathm Date !I1 2022 . fNlam ide t'fell 1 A`e,',�* � Q ••• IN THE HVHZ. THE I.G. ESTERIOR LITE SHALL BE TMIPERED. •SR1CONE OPTM', .. .. DOV CORNING 699 SCIIEE-MORE EAD 7/31 1.600 TRiFMCO SPECTRUM 2 LAMNA= GLASS COMMON - TYPE D nm G59 D67�IION . DRA6 _ _- _ =- a]NY LA1@iA1EDREBUTHIN _ P%M by Easta� 6r 1 m 1 2 1/8' ANEALED GLASS PLASTIC INTLSLAYER 3 ANNEALED 1/8'ANNEALED GLASS LAMNATED GLASS COMPOSITION - TYPE D Imi I GTALO DNiRNf�nDN DAlO, lAl@NLSa 1 1/8' WAT-STRENGMQSD GLASS TROSTFa PVB by KROSIFI AeevUc y Dic 2 0090' PLASTIC iwmtLAYER - _ - .. - 6)NO' 3 1/O' HEAT-STRENp0ENED [LASS LAYHUM GLASS COHPOSTITON - TYPE E -- DtYi6 Iil@Ufa n nOR i 7 VB' HEAT-SIRR393RQED GLASS oaNv Fasteen Gh�Ncnl m 2 TIC WW PLASM DNTERLAYHR 3 1 t/8' HEAT-STRF3NORHE ED GLASS LANMTED GLASS COIWOSMON - TYPE F 'RBI GUM DIOCaEIDN Di7114 UMEXA7i DIL401P770H 1 L'W ANNEALED GLASS _ _ _-_ Wv IPDSO71 PVY by 6 0-090' PLASTIC 1NTEFLAYER 3 /8' IANENED (LASS R—y A� . Inc 19 18 'SIL4 rCONE UPTIQS', ... _ DOW CC em/G 899 33 0.60V TROIW SPECTRUM E7311 INSULATED LAMNATED GLASS COMPOSITION TYPE A I= CIABB DVIC911nOR asuD. � LrN•r utmNia DEB�nOR 1 118' ANNEALED GLASS �q � by EAstn Chniml m 6 DA90' PLASTIC WERLAYER 3 LAr ANNEALED GLASS -- -_-_ _ - 4 1/4' INSULATED AIR SPACE S 1/e' ANNEALED GLASS 04 INSULATED LUMUTED GLASS COMPOSITION TYPE C lt>04 GUM J�f.7�IIEN DDLO. yN• IAIOtliit Df6'dt@n0N 1 I/6' ANNEALED BASS 2 0090' PLASTIC INTERI_AYER 3 LB' ANNEALED GLASS D]Ne 4 1/4' DNSU.ATED AIR SPACE 3 1/6' ANNEALED GLASS (.) INSULATED LAMINATED GLASS COMPOSITION TYPE G. .-._ ltlill 02m DmXawm D11t10. i im .� LTNf IJumn I)Wcwm 1 1/8' TEAT-STRID01TEE➢ GLASS W=D.0. PVB by K—y merta 0c. 2 0090' PLASTIC DUERLAYER 3 L S' HEAT-STRDAREIED GLASS — - - - -' = 1 r NIBV 4 V4' INSULATED AIR SPACE D LV ANNEALED GLASS 00 GU WINDOWS VITH GLASS TYPES •A, C, 13R G' INSTALLED ABOVE 30T. IN THE HVHz, THE LM EXTERIOR LUTE SHALL BE TEMPERED. GLAZING DETAILS AND OPTIONS ' ALUMINUM MULLION MUL SEE UON 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 -0 12 X 3/4' S.DS. FLAT HEAD. PHILLIPS. (SEE ELEVATION AT SHEET 12 FOR MAX. FASTENER SPACING AN. ➢P TABLES FIXt QUANTITY) EXTERIOR GRADE —WINDOW FRAME PERIMETER CAULKING EXTERIOR ©2 FRAME MULLING DETALI ' MULUON APPROVALS FOR .UON TYPE, SIZE AND MAX. OGN PRESSURE LIMITATIONS. NOTE THE LOWER PRESSURES OF THE WINDOW OR MULL SHALL GOVERN 1/4' MAX. # 12 S.D.S. X 1 1/4' L SHIM (SEE ELEVATION AT SHEEP /2 II`)TERIOR _ IrFOR MAX. FASTENER SPACING) PERIMETER) L-WINDOW FRAME NOTE: SEALANT EXTERIOR 1. ALL STEEL IN CONTACT WITH ALUM. TO BE PAINTED OR PLATED. 2. METAL STRUCTURES: A) STEEL : Fy a 36 KSI MIN. (STEEL 18-GA MIN. THICK - 0.0487 8) ALUMMUM : 6063-T5 MIN. (ALUM. 0.078- MIN. THICK)' E1METAL STRUCTURE ATTACHMENT DETAIL PART / REQD. I DESCRD?TION REMAIR L-7703 1 FRAME HEAD 6063-T6 ALUMINUM L-8701 1 FRAME SILL 6063-T6 ALUMINUM L-7701 1 FRAME FXD. JAMB 6063-T6 ALUMINUM L-7704 1 FRAME FIXED MEETING RAIL 6063-T6 ALUMINUM L-7705 1 VENT MEETING RAIL 6063-T6 ALUMINUM L-7707 1 VENT TOP/BOTTOM RAIL 6063-T6 ALUMINUM L-8703 I FRAME VENT JAMB ' 6063-T6 ALUMINUM L-7706 1 VENT JAMB LATCH RAIL 6063-T6 ALUMINUM L-8702 I FRAME SILL TRACK 6063-TS ALUMINUM L-8705 I FRAME SILL RETAINING CLIP 6063-T5 ALUMINUM L-7708 AS REO'D: GLAZING BEAD ( 3/8' > 6063-T5 ALUMINUM FS-006 AS REG'D. FRAME ASSEMBLY SCREWS H8 X 3/4' P.H. PHILLIPS FS-040 AS REOD. INSTALLATION SCREWS 014 SINS FWPHIL L-7531 AS REO'D. VINYL BULB 1/4' DIA. BULB 03033 PWS-003 AS REG'D. FIN SEAL WEATHERSTRIP 187' w x 230' h PWS-005 AS REWR FIN SEAL WEATHERSTRIP .187' w x .350' h PWS-009 AS REG'D. FIN SEAL WEATHERSTRIP 187' w x 310' h L-7711 AS REO'D. GLAZING BEAD C INSULATED) 6063-T5 ALUMINUM PWS-001 AS REQ% PILE 2 GLAZING BEAD .187' w x 450' h IN IN ■ ■ L-7539 2 VENT EXTRUDED SPRING LATCH 6063-T5 ALUMINUM IC-057-1 2 VENT MOLDED SPRING LATCH MOLDED NYLON L-7523 1 x LATCH LATCH SPRING - STAINLESS STEEL ■ 2 SILL/JAMB JOINT GASKET 1/16' CLOSED CELL FOAM FS-041 2 SILL RAIL ASSEMBLY SCREW 08 X 2 1/4' PH./PHILL 4C-044-1 2 WEEP FLAP & BAFFLE ■ HC- 1 X WEEP OPEN CELL FRAM PAD 1/2' X I/2' X 2' L. HC-040-1 2 SASH ROLLER L HOUSING ■ RC-026-1 1 SCREEN FRAME A MESH ■ ■ 1 ATTACHMENT SCREW 2 CLIP 08 X 5/8' S.D.S. HC-058-1 2 VENT SWEEP LATCH MOLDED NYLON HC-059-1 2 VENT SWEEP LATCH DIE CAST METAL L-8830 I X Anchor FRAME SILL ANCHOR CLIP 6063-TS ALUMINUM IN 2 LAMINATED GLASS See ➢e+ARs 8 LH. of sheet 9 ■ AS REO'D. GLAZING SILICONE See DetDlls 2 L.H. of sheet 9 L-9301 1 FRAME SILL 6063-T6 ALUMINUM L-8302 1 - FRAME SILL RETAINING CLIP 6063-TS ALUMINUM 3PTIONAL AS REO'D. COLONIAL FALSE MUNTIN 1 ALUMINUM SN-5504 AS REG'D. JOINT SEALANT ■ IN AS REG'D. PERIMETER ACRYLIC CAULK 113SI POLYSEAMSEAL 6l cs i wI II •Clio PRODUCT REVISED .tuT G� N W 04 U, Bu1ldinges P O vAth the Florida y�e g ..; :G7 p i NOM No. 20-0813.08 1 � 7,% Ea Iration Data 411112022 �g6T pie Hp 6 blianl aria PI'OdYCjt'GoRtrel Pc tT ) al FRAME HEAD L-7703 l2SD� FRAME VENT JAMB L-8703 YA00 SILL TRACK L-8702 EwNE JAIA9 FRAME O TOP CORNER q C O 3 '� f285 a M Tyq Er ^ U 43 Pi 43 SILL RETAINING CLIP L-8705 10�(� t�k-�"4—Q m p N � y 1 IAI_ VENT TOP RAI FRWE Hwo .. #z§c 9 p' W Z q '� aL439-- �d a Fri•�+ SILL RETAINING CLIP E FRAME en.r•FRAME L-8701 HR SILL L-8301 O 35 L-8302 a 0 2.458 VENT FRAME BOTTOM CORNER t�uuE uEEnuc RAIL TOP CORNER M16E `\ FRAME M Y974 me VENT JAMB RAIL `•�" 0 A O ry ,7g4� VENT SPRING LATCH L-7539 MBE yENf I IX`X R n V, � Q � W x $ 1235 I -7 INTERLOCK RAIL L-7705 O FDiED JAMB L-770t a Y -a r � , ; ,598 O V Raiiou VENT TOP/BOTTOM RAIL. wuL j FRAME SILL / MEETING RAIL cR•u � � @ s � d 3 3 m �Y Z0t9 L-7707 VENT BOTTOM ni CORNER FRAME & SASH CORNER ASSEMBLY DETAILS s 844 L075 Yost-� SILL ANCHOR CLIP L-8830 GLAZING BEAD� VENT JAMB RAIL L-7703 i MEETING RAIL L—7704 °atteLrea7pe oso� O tASD dsY am. Yes F 40 J194PRODUCT L-7711 GLAZING --BEAD L-7708 18 11 Mea ..... � REVISED �ro a• eompNlna vWth th• Florida •3 eullding CCoodd• v� N0A No. 20.0813.06 Q ��Q0••.••• '•%��/ ��ii. ° T7 :� �4 � � M Ell traflon Date• 4I1112022 IE35 J73 Mlam ad• Produ trot a a