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HomeMy WebLinkAbout8700HRWMIAMI-DADS COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.2ov/economy Lawson Industries, Inc. 8501 NW 90 Street Medley, FL 33166 SCOPE. This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than 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 "HS4700 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, 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. 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. 174212.17 and consists of this page 1 and evidence pages &I, E-2, E-3 and A as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 19-0708.09 Expiration Date: April 11, 2022 Approval Date: August Ol, 2019 Page 1 Lawson Industries, Inc. NOTICE Ur ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 024227.05) 2. Drawing No. L8700-0901, titled "HS4700 Horizontal Rolling Flange Impact Window", sheets 1 through 10 of 10, dated 05/30/09, with revision D dated 11/01/17, prepared by manufacturer, signed and sealed 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 (1/44/24/4 and l/34/34/3) configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI40-3049 and HETI40-3051, dated 03/23/11, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 114705.10) 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 (1/44/24/4 and l/34/34/3) configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI40-3047, HETI40-3053, HETI40-3057, HETI40-3130, HETI40-3223 and HET40-3225, all dated 03/23/11, and signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 114705.10) 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 marke&up drawings and installation diagram of an aluminum horizontal sliding window, XOX (1/44/24/4 and l/34/34/3) configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI40-3048, HETI40-3049I, dated 11/09/10, HETI40-3050, HETI40-305211, HETI40-30569 HETI40-3131, HETI40-3224 and HETI40-3226, all dated 03/23/11, and signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 114705.10) 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. HETI40-3251, dated 04/25/11, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA No.11-0705.10) Manuel P re , P.E. Product Control x miner NOA No. 1-0708.09 Expiration Date: April 11, 2022 Approval Date: August 01, 2019 E-1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (Ckin T1NiJED) 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, HETI-08-2034, HETI-08-2035, HETI-08-2036, HETI-08-2037, HETI-08-2038, HETI-08-2116A and HETI-08-211611, all dated 02/28/08, and signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 094706.05) 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, 12/11/01 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 OS/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. 12-0127908) 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. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Interlayers" dated 01/19/17, expiring on 07/08/19. � ManueI Per .E. � Product Control E am ner NOA No. 1 0 8.09 Expiration Date: April 11, 2022 Approval Date: August 01, 2019 E-2 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS kcor 111%4 UED) 2. Notice of Acceptance No. 17-012.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers", expiring on 05/21/210 F. STATEMENTS 1. Statement letter of conformance, complying with the FBC 6` Edition (2017), dated November 17, 2017, issued, signed and sealed by Thomas J. Sotos, P.E. (Submitted under NOA No. 174212.17) 2. Statement letter of no financial interest, dated 05/20/10, signed and sealed by Thomas J. Sotos, P.E. (Submitted under NOA No. 12-0127.08) 3. Laboratory compliance letter for Test Reports No. HETI40-3047, HETI40-3048, HETI40-3049, HETI40-3049I, HETI40-3050, HETI40-3051, HETI40-305213, HETI40-3053, HETI40-3056, HETI-10-3057, HETI40-3130, HETI40-31319 HETI40-3223, HETI40-3224, HET40-3225 and HETI40-3226, 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. HETI40-3251, 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) 5. Laboratory compliance letter for Test Reports No. HETI-08-2033, HETI-08-2034, HETI-08-2035, HETI-08-2036, HETI-08-2037, HETI-0&2038, HETI-08-2116A and HETI-08-211613, 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. 094706.05) 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, and signed and sealed by Luis Antonio Figueredo, P.E. (Submitted under NOA No. 02-0227.05) G. OTHERS 1. Notice of Acceptance No. 17-0222.14, issued to Lawson Industries, Inc. for their Series "HS4700 (Flange -Frame) Aluminum Horizontal Sliding Window - LM.I." approved on 04/13/17 and expiring on 04/11/22. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. L8700-0901, titled "HS4700 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 ThomaJ. olos, P.E. Manuel Pe ez, .E. Product Control xa ner NOA No. 1 08.09 Expiration Date: April 11, 2022 Approval Date: August 01, 2019 E-3 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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 HS4700 flange frame aluminum horizontal sliding window, XO and XOX configurations, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL40715, dated 05/08/19, signed and sealed by Idalmis Ortega, P.E. 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. 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. F. STATEMENTS 1. Statement letter of conformance, complying with the FBC 6th Edition (2017), dated June 243 2019, issued, signed and sealed by Thomas J. SOtOs, P.E. 2. Statement letter of no financial interest, dated June 24, 2019, signed and sealed by Thomas J. Sotos, P.E. 3. Proposal No. 184697 issued by the Product Control Section, dated January 04, 2019, signed by Manuel Perez, P.E. 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 ez,IP.E. � Product Contro�9 Exa finer NOA No. - 708.09 Expiration Date: April 119 2022 Approval Date: August 01, 2019 E-4 om B B1 O om O om 6 E B B1 NO�X TE: I 1 XO 1) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES, 2) FOR VERTICAL CROSS-SECTION DETAILS "A, A1, B, & B1" REFER TO SHEET #3 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, A Al exr� mac; D u u E \ B B1 / XOX —Equal Lite NOTES: 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 #3 3) FOR HORIZONTAL CROSS-SECTION DETAILS "D, & E" REFER TO SHEET #5 4) REFER TO SHEET 8 OF 10 FOR DESIGN LOAD CHARTS AND NOTES, A Al D QE B B1 XOX — Un—Equal Lite (1 4-1 f 2-1 f 4� NOTES: 1) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2) FOR VERTICAL CROSS-SECTION DETAILS "A, All B, & 131" REFER TO SHEET #3 3) FOR HORIZONTAL CROSS-SECTION DETAILS "D, & E" REFER TO SHEET #5 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 (2014-5th Edition & 2017-6th Edition, INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ) AND ASTM 1300-09. THIS PRODUCT IS IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH 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 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 #6, 7, or 8), AND FOR USE WITH DOUBLE GLAZE LAMINATED INSULATED GLASS TYPES TABULATED HEREIN (SEE SHEETs #6, 7 or 8). 69) 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 LOCK DETAILS & OPTIONS. 8.) SEE SHEET 9 FOR GLASS TYPES. 9.) SEE SHEET 6 FOR DESIGN PRESSURES ON '10 or OX" WINDOWS. 10.) SEE SHEET 7 FOR DESIGN PRESSURES ON EQUAL—LITE "XOX" WINDOWS. �I 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. 13.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE 140) 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 THE FBC CHAPTER 24 SECTION 11.3.3.3. 154) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. 16) SEE SHEET # 5 FOR MULLION/METAL ATTACHMENT DETAILS, NOTES & OPTIONS. 17.) MULLING HORIZONTAL SLIDING WINDOWS WITH OTHER TYPES OF MIAMI—DADE COUNTY APPROVED WINDOWS USING A MIAMI—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. cu ,n o Z �o ,a `v _ tD M � M 1 ay a rn p u) 3�M w o J Z 0 W = ��a o v � 0 0 N 0 U I U N �. � � O w m S t W L O p u1 � � U o y m a a C R 1 U Q � U o � A Z RJ i O 0 0 0 0 1 0 0 a ro J N w TEST UNIT SIZE: 111 ° X 63" INSTALLATION FASTENERS (A) 10 AT FRAME HEAD (14 AT FRAME HEAD IF DP ABOVE 70.0) (B) 10 AT EA. FRAME SILL A A 1 (14 AT FRAME SILL IF DP ABOVE 70.0) 100781' (C) 5 AT EA. FRAME JAMB MAX, o.c. eSEE GENERAL NOTE #3 & #4. 85 3/8OVERALL FRAME WIDTH — 84 3/8' INTERIOR FRAME WIDTH — TWO ADDITIONAL ANCHORS REQUIRED AT MEETING RAILS FOR UNITS WITH DP ABOVE +/- 70PSF <4 TOTAL) MAJ( 42 I-11.375'-1 I I � (MAX. q.c.) , DPI j II I' 5' ANCHOR NOTESI ' 1, SAME ANCHOR SPACING AT HEAD &SILL EXT. &INT. FALSE COLONIAL 2. TWO ADDITIONAL ANCHORS REQUIRED MUNTINS ARE APPLIED W/ Woo AT MEETING RAILS FOR UNITS WITH AV SILICONE AND ARE AVAILABLE AS OPTIONAL, DP ABOVE +70PSF / - 75PSF (4 TOTAL) "XOX" WINDOW EQUAL LITE L SEE'VERTICAL CROSS-SECTION DETAILS 'A, Al, B, & Bl' AT SHEET #3 TEST UNIT SIZE: 111" X 63" 2, SEE HORIZONTAL CROSS-SECTION DETAILS 'C, D, & E' AT SHEET #5 INSTALLATION FASTENERS 111' OVERALL FRAME WIDTH (A) 10 AT FRAME HEAD 110' INTERIOR FRAME WIDTH (14 AT FRAME HEAD IF DP ABOVE 70.0) TWO ADDITIONAL ANCHORS (B) 10 AT EA. FRAME SILL A Al REQUIRED AT MEETING RAILS (14 AT FRAME SILL IF DP ABOVE 70.Oj 1/ . FOR UNITS WITH DP ABOVE H +/- 70PSF <4 TOTAL) (C) 5 AT EA. FRAME JAMB I (idpX?o 14• (— I — 12m —I *SEE GENERAL NOTE #3 & If (MAX. o.c.) � I I TEST UNIT SIZE: 74" X 63" —� DVSTALLATION FASTENERS® (A) 6 AT FRAME HEAD (8 AT FRAME HEAD IF DP ABOVE 70.0 (B) 8 AT EA. FRAME SILL (8 AT FRAME SILL IF DP ABOVE 70.0) (C) 5 AT EA, FRAME JAMB eSEE GENERAL NOTE #3 & #4. CORNERS) = 1 i L3 V' W W n _ _ E � /Y W 'I 1i � � II y.I J 0 off �/ J __- Ir__-__ 7.G___ O �/ W � 6 {' 0 > z O C f II a N I 'i X B B1if I� 1 ANCHOR NOTESI 1, SAME ANCHOR SPACING AT HEAD & SILAT EXT, & INT, FALSE COLONIAL MUNTINS ARE 2, TWO ADDITIONAL ANCHORS REQUIRED APPLIED W/SILICONE AND ARE AVAILABLE MEETING RAILS FOR UNITS WITH DP „ AS OPTIONAL. ABOVE +70PSF / - 75PSF <4 TOTAL) XOX WINDOW - UN -EQUAL LITE NOTES, 1, SEE VERTICAL CROSS-SECTION DETAILS 'A, Al, B, & B1' AT SHEET #3 2, SEE HORIZONTAL CROSS-SECTION DETAILS 'C, D, & E' AT SHEET #5 _TYPICAL AT ALL CORNERS) 13 1/4' O.C, 13 1/4' O.C, 74° OVERALL FRAME WIDTH 73' INTERIOR FRAME WIDTH—-_ TWO ADDITIONAL ANCHORS REQUIRED AT MEETING RAILS FOR UNITS WITH DP ABOVE 70PSF (4 TOTAL) I s' 4 (MAX• (TYPICAL AT ALL CORNERS) to = I N � n ji i� rn wWLi i 11 /Ln 1/4' O,Ct CY It D ! If _ 1 If O - ,i�/-1 I w-==?r===-=-�I = j 13 1/4' O.C. it it o O C I1 7 1' Ij X N _ I if B B 1 I t 13 1/4' Doc, if I, ,1 1 s- I ANCHOR NOTESI 1. SAME ANCHOR SPACING AT HEAD & SILL EXT, & INT. FALSE COLONIAL 2. TWO ADDITIONAL ANCHORS REQUIRED MUNTINS ARE APPLIED W/ AT MEETING RAILS FOR UNITS WITH W/ SILICONE AND ARE DP ABOVE +/- 70PSF <4 TOTAL) AVAILABLE AS OPTIONAL, "XO" WINDOW EQUAL LITE NOTES, ( "OX" REVERSED ) 1. SEE VERTICAL CROSS-SECTION DETAILS 'A, A1, B, & B1' AT SHEET #3 2. SEE HORIZONTAL CROSS-SECTION DETAILS "Co D, & E' AT SHEET #4 SERIES-8700 HORIZONTAL SLIDING WINDOW � � -- o g v n FLANGE FRAME ELEVATIONS — L.M.I. U U N go w m 3 o 0 0 F G t S UJ 'O .y> ,}.� W W 3 C L N C 4 [YO 4 UO U 3 � +�+ m U.0 m = O o to a a 3ou w 3 N N c� c c i4 j O� O e � as E m v � E ��OO Z I 1 U o U ¢ 20 Fp U 41It 111 _ zJ V 1/4' TAPC❑N W/ 1 1/4' MIN, EMBEDMENT INT❑ C❑NC, (SEE ELEVATION AT SHEET #2 FOR MAX, FASTENER SPACING) 1 1/8' MIN, EDGE DISTANCE v v v EXTERIOR GRADE PERIMETER CAULKING W W a:_ W y L3 X U Zo aQ < cu `D i0 Qry Q � 3 rl o A A 3 3 EXTERIOR 11 14 u 15 14 1, ALL W❑❑D BUCKS ENGINEERED SEPARATELY & TO BE REVIEWED BY BLDG, ❑FFICIAL (TYP,) 2, WOOD BUCK AND FRAMING (NOT BY LAWS❑N INDUSTRIES) MUST SUSTAIN LOADS IMP❑SED BY THE GLAZING SYSTEM 4 1 1/�4' MIN, 4' a EMBEDMENT - a. d v. v L L1 1/4' MAX. SHIM SPACE (TYPJ CLEAR SILK❑NE ADHESIVE BEDDING C❑MPOUND INTERIOR LAMINATED GLASS 2 EXTERIOR GRADE - PERIMETER CAULKING d � a 1/4' MAX. a 4• 4• SHIM SPAC d d d 1 1/4' MIN, Q. (TYP.) EMBEDMENT4d ad 4 v STUCC❑ OVER METAL LATH NAILED TO EXTERIOR GRADE PLYWOOD SHEATHING T❑ BE SPECIFIED BY ARCHITECT OR G.C, CEXTERI❑R FINISH BY OTHERS) N❑T BY LAWS❑N INDUSTRIES, INC, ;,., :vY! .`f EDGE ANC EXT. GRADE PERIMETER —� CAULKING NOT BY r 'LAWSON INDUSTRIES', TO BE APPLIED BY OTHERS (TYP.) EXTERIOR Al ALTERNATE DETAIL HI -RISE SILL- ❑PTI❑NAL FOR DP AB❑VE +70,0 PSF (+80,0 DP MAX,) SEE DP CHARTS ON SHEETS #4, #5, & #6. � 13 a 41 1/4' MAX. HIM SPACE (TYR) d ' " • 1 1/4' MIN, ° EMBEDMENT • :a. • ad d d . a d . • d EDGE DISTANCEI OPTIONAL SILL DETAIL S 2X #14 S,M.S, W/ 1 1/4' MIN, EMBEDMENT INT❑ WOOD CSEE ELEVATION AT SHEET #2 F❑R MAX. FASTENER SPACING) cLLJ o EMBED.) ' TYP. 1/4' MAX, HIM SPACE CTYP.) INTERIOR WOOD FRAME INSTALLATION DETAIL WINDOW INSTALLATION NOTES: 1, THE WINDOW FRAME FLANGE TO BE BACK -BEDDED W/ AN EXT. GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE BY WIND❑W INSTALLER (TYP.) 2. THE EXPOSED EXT, PERIMETER OF THE WINDOW FRAME TO BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK BY ❑THERS (TYP,) s WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY IS LESS THAN " i/8, SHIMS ARE NOT REQUIRED. ANCHORS NOTE: ANCH❑RS T❑ BE #12 SMS ❑R WD, SCREWS INT❑ W❑❑D, OR TAPC❑NS or APPROVED C❑NC, FASTENERS INT❑ CONC., WITH A MINIMUM OF 1 1/4' PENETRATI❑N INT❑ WOOD OR C❑NC,(REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) ..`a tx'a3C'ik Doe %112 of o � o m o �o rn p n q a co 3 M W o Z W �O ��-� ZO y J Z o E+ 0 0 E O z z o ti 0Z O A a° a a 0 z ~ N114 pp O U H w o a 00 C� n x z ; ANCHORS NOTE: ANCH❑RS T❑ BE #12 SMS ❑R WD, SCREWS INT❑ W❑❑D, OR TAPC❑NS or APPROVED C❑NC, FASTENERS INT❑ CONC., WITH A MINIMUM OF 1 1/4' PENETRATI❑N INT❑ WOOD OR C❑NC,(REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) ..`a tx'a3C'ik Doe %112 of o � o m o �o rn p n q a co 3 M W o Z W �O ��-� ZO y J Z o E+ 0 0 E O z z o ti 0Z O A a° a a 0 z ~ N114 pp O U H w o a 00 C� n x z ; 2X W❑❑D BUCKS — BY ❑THERS CTYP.) INTERI❑R FIN <BY ❑THERS) #14 S.M.S. W/ 1 1/4' MIN, EMBEDMENT INT❑ W❑❑D, (SEE ELEVATI❑N AT SHEET #2 F❑R MAX, FASTENER SPACING) 1' MIN, EDGE DISTANCE EXTERI❑R WALL FINISH BY ❑THERS CTYPJ 1, ALL W❑❑D BUCKS ENGINEERED SEPARATELY & T❑ BE REVIEWED BY BLDG, ❑FFICIAL CTYP,) 2, W❑❑D BUCK AND FRAMING CN❑T BY LAWS❑N INDUSTRIES) MUST SUSTAIN L❑ADS IMP❑SED BY THE GLAZING SYSTEM _ 21 _ 1/4' MAX. :>' SHIM SPACE <TYP:) 1 1/4' MIN, EM$'E13MENT STUCCO OVER METAL LATH NAILED T❑ - EXTERICIR GRADE PLYW❑❑D SHEATHING T❑ BE SPECIFIED BY ARCHITECT ❑R G.C, (EXTERI❑R FINISH BY ❑THERS) NOT BY LAWSON INDUSTRIES, INC. 14 O 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. 8i �1 1 EXT, GRADE PERIMETER CAULKING NOT BY LAWS❑N INDUSTRIES', T❑ BE APPLIED BY OTHERS CTYP,) LAMINATED GLASS SILK❑NE ADHESIVE BEDDING C❑MP❑UND -� INTERIOR �? EXTERIOR O 73" MAX, WIND❑W FRAME BUCK WIDTH 74" MAX, WIND❑W FRAME FLANGE WIDTH "XO" WINDOW EQUAL LITE ( "OX" REVERSED ) WINDOW INSTALLATION NOTES: a c Q o w � �n A � z a co 00 � .PT, W❑❑D BUCKS N o w � � E o A o�.� A � � � �o� 1/4' MAX, d' 3 � M � ''" Z SHIM SPACE d z �- � W W y <TYPJ � 3 � Wiz° o � .. ado � a � � f�. .-, 0 1/4' TAPC❑N W/ 1 1/4' � � z o MIN, EMBEDMENT INT❑ C❑NC, d � .<SEE ELEVATI❑N AT SHEET #2 � Z � o ix d F❑R MAX, FASTENER SPACING) a O E a a.: . .. � � o ...d U � ¢ v �� ti � 1 1/4' MIN. � � Z � .� _____�____-____-= EMBEDMENT � � O ----- ..d � � N_ a '• a v 1 1/8' MIN. � ,may � p (�' E�., -_--�- � EDGE DISTANCE � 1 W � � w� . d. 1 H w 14 � d..:�•.. � � o z .. •.; O � 19 F 18 1 1 ��:� , a.: ` � � � � EXT. GRADE �','�����` ' � uWi x CAULK .�:,;. � b � q � x O U a ►� z 1, THE WINDOW FRAME FLANGE T❑ BE BACK -BEDDED W/ AN EXT. GRADE CAULK THR❑UGHOUT THE ENTIRE PERIMETER ❑F FLANGE BY WIND❑W INSTALLER CTYP.) 2, THE EXP❑SED EXT. PERIMETER ❑F THE WINDOW FRAME T❑ BE SEALED W/ AN APPR❑VED EXTERIOR GRADE CAULK BY ❑THERS <TYP.> • WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY IS LESS THAN 1/8", SHIMS ARE NOT REQUIRED. ANCHORS NOTE: ANCH❑RS T❑ BE #12 SMS ❑R WD. SCREWS INT❑ W❑❑D, ❑R 1/4' TAPCONS or APPR❑VED C❑NC. FASTENERS INT❑ C❑NC., WITH A MINIMUM ❑F 1 1/4' PENETRATI❑N INT❑ W❑❑D ❑R C❑NC. (REFER T❑ L❑AD TABLES FOR QUANTITIES REQUIRED) T�s,, ov o�a� o $ 'd' n � � N N U U N N O�� � � � v Y � � O O O � 4 3 S S 'o 'v ~ ++ +, w w 3 i i t L C O O In �O 4- y. U O U 3 i' .�+ m O m - LOB N O t!1 6 � a ;� 3 P: a � mw � = W W a s �� �$ z z N N CH C v_ to o � ii � � •aQ .a � i� � pO p � � � V U U Y Q � U 0 la.l p� a � a a ^�a: °�"„"=eta 4 �� � b�� ,� > c� o �° � �° o .ter i"i`° '�������s'` �Y ��� �I��zy t , # 12 X 1 3/4' S,M,S, 1 1/4' MIN, WOOD EMBED <SEE ELEVATION AT- SHEET #2 OR MAX, FASTENER SPACING) CLEAR SILIC❑NE ADHESIVE MAX,21 22 23 BEDDING C❑MP❑UND LAMINATED GLASS T1/4' HIM SPACE 1/4' MAX. (TYR) 33 SHIM SPAC EXTERIOR (� (TYR) (n 17 ct 14 �d EXT. GRADE EXT. GRADE O CAULK - CAULK O O WINDOW FRAME BUCK WIDTH WINDOW FRAME FLANGE WIDTH "X0A" WINDOW EQUAL AND UN -EQUAL LITE WINDOW INSTALLATION NOTES: 1. THE WIND❑W FRAME FLANGE TO BE BACK —BEDDED W/ AN EXT, GRADE CAULK THR❑UGH❑UT THE ENTIRE PERIMETER 'OF FLANGE BY WIND❑W INSTALLER (TYP,) 2, THE EXPOSED EXT, PERIMETER OF THE WINDOW FRAME TO BE SEALED W/ AN APPROVED EXTERI❑R GRADE CAULK BY OTHERS (TYR) ' WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK DR MASONRY IS LESS THAN 1%8", SHIMS ARE NOT REQUIRED. ANCHORS NOTE: ANCH❑RS T❑ BE #12 SMS ❑R WD. SCREWS INT❑ W❑❑D, ❑R 1/4' TAPC❑NS or APPROVED C❑NC, FASTENERS INT❑ CONC., WITH A MINIMUM OF 1 1/4' PENETRATI❑N INT❑ WOOD OR C❑NC, (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) o A h :► .PT. WOOD BUCKS Q Z A CD to 00 � o 0 M to � E o it q P o a m0u) 5; UEi ii '-' Z 1/4' TAPCON W/ 1 1/4' z W W y MIN, EMBEDMENT INT❑ C❑NC, J 0 o Z (SEE ELEVATION AT SHEET #2 0 in w = FOR MAX. FASTENER SPACING) ca M a 0 ix a o 00 1 1/4 MIN, a EMBEDMENT o a a 1 1/8' MIN, a x EDGE DISTANCE N H o 0 W AL �iC4 0 0 ►n V00 Q � x a ? H 0 o� o•a\ 8 0 m Cu Cu O O \\ U U v v O a R1 P9 Y s 0 0 0 s s v v ~ ++ +, w w ; i i t t C c0 � 0) \ � .F: mO m = N O o to d 1 � 3 fC w = W a s 0 m W 0;a Om z z tAIAC ii > j o w w as .a v • p O p � t 4 N U co)Q .d Zr pq U 6 Lj ' ee UO 4 PIi()D1.fC" i REVISED is c0i2lIAying wig, the Florida a eaat�<i� L Yn_ Zip1� a By tls ade Product n 3 n H } A 00 02 Notes DESIGN LOAD CAPACITY (PSR - OX orXO WINDOWS # # + / - Pressures (p4 WINDOW Jamb H & S Glass Type "A" (*2) Glass Type "B" {* 2) Glass Type "C" (* 2) Glass T pe "D" (* 2) Glass Type" El (* 3) Glass Type "F" (* 3) WIDTH HEIGHT Anchors Anchors + sf - + sf - sf + sf - sf + sf - sf + sf - sf + sf -CIS f 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 70.0 70.0 70.0 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 80D 80.0 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 80.0 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 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 60 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 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 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 36 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 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 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 24 60 5 4 65.0 65.0 65.0 65.0 d 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 80.0 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 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 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 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 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 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 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 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 70.0 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 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 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 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 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 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 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 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 70.0 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 - - - - - - * 1.) SEE SHEET 9 FOR GLAZING TYPES, DETAILS &SILICONE OPTIONS, 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW (WINDOWS WPfH GLASS TYPES "A, B, C, 3.) HI RISE SILL ARE FOR WINDOWS ABOVE +70.0 DP (WINDOWS WITH GLASS TYPES "E, & F") AND +80.0 DP MAX. SEE HI RISE SELL 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, Co OR G" INSTALLED ABOVE 3OFT, IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED, kkN 0 c� ScJ�'�` c�S��J`e doU u�Dat x o $ z M �p E- O Nam $ w oi° A a 0 0 aoi i o CO w Z y z Jz o oz z a c 0 0 N o E a � x � �H O N_ 0 a0 0 W w x U3 U o w 00 � a co cq 0 NN V n � o U U v N O fC OD t t v v ~ + W w 3 i � t t C 4- U O U 3 a y m01 m= O O o in qN pq W W a s o m w nNg� z z ii> > °Q o c u $ v d o a v • Z p o p y W U 0 LA "" ffi t; m, fl 1 DESIGN LOAD CAPACITY PSF - XOX WINDOWS with Un-E ual Lite 1/4-1/24/4 + /- Pressures (pst) con FRAME SIZE #Jamb # H & S Glass Type "B" {* 2) G lass T pe "C" (* 2) Glass Type "D" * 2 Glass T * '� (* ) c Q ( ) Type E ( 3) Glass Type F ( 3) G lass Type G 2 0 WIDTH HEIGHT Anchors Anchors + psf - sf + psf - sf + psf - sf + psf - sf + Psf - sf + psf - sf a z w a 60 24 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 'w Eel 52.0 52.0 65.0 75.0 ° o 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 "' F 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 `n o � o cr 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 rn o i � w ` 108 24 3 11 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0r52,0 2.0 52.0 65.0477560 .0 � ? ~' o 60 36 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.02.0 52.0 65.0.0 z W o o 72 36 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.02.0 52.0 65.0.0 0 o z z z 84 36 3 8 70.0 75.0 70.0 75:0 65.0 75.0 65.0 75.0 52.0 65.0.0 00 M a w 00 96 36 3 10 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 5200 65.0.0 o 108 36 3 11 - - 5200 5200 65.0 75.0 65.0 75.0 52.0 52.0 65.0 z g ti 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 co 72 48 4 7 70.0 75.0 70*0 75.0 65.0 75.0 65.0 75.0 52.0 5200 65.0 75.0 o a 84 48 4 8 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 U 96 48 4 10 - - 52,0 5200 65.0 75.0 65.0 7560 52.0 5 2.0 65.0 7 5.0 Z H : 108 48 4 11 - - 52.0 52.0 65.0 75.0 6500 75.0 52.0 52.0 65.0 75.0 H 60 60 5 7 - - 52.0 52.0 65.0 75.0 65.0 75.0 5200 52.0 65.0 75.0 °r N c.� 72 60 5 7 - - 5200 52.0 E 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 (� o 84 60 5 8 = = 5200 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 W w x o 96 60 5 10 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 o z 108 60 5 11 - - 5200 5200 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 �, o 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 (� co A 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 A 74 50.625 4 7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 5200 65.0 75.0 74 58 5 7 - - 5200 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 04 74 63 5 7 - - 52.0 52.0 65.0 75.0 65.0 75.0 5200 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 65.047n cb 79.5 50.625 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0N N o o � �0 79.5 58 5 9 - - 5200 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 � `°64 79.5 63 5 9 - - 5200 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 ° d t9 y F O q y 106.25 26 3 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 5200 52.0 65.0 .W W 3 106.25 38.3754 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 5200 52.0 65.0 75.0 0 0 Lo 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 a d m i m o 0 106.25 58 5 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 5200 52.0 65.0 75.0 a a C 3 106.25 63 5 11 - - 52.0 5200 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 ° m e m z ill 26 3 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 5200 52.0 65.0 75.0 a v a 02' � Epo E v 111 38.375 4 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 ° 0 < �' 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 a m " � W 111 58 5 11 - - 52.0 5200 65.0 75.0 65.0 75.0 5200 5200 65.0 75.0 111 63 5 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 5200 5200 65.0 75.0z�� � 4 Notes (: 1.) SEE` 'SHEET 9 FOR GLAZING TYPES, DETAILS & SILICONE OPTIONS. Lot e4& 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW fl (WINDOWS WITH GLASS TYPES "A, B, C, & D") ze p it 3.) HI RISE SILL ARE FOR WINDOWS ABOVE +70.0 DP /�� /�� /�� a5n Fms�3a?. (WINDOWS WITH GLASS TYPES "E, & F") AND +80.0 DP MAX. SEE HI RISE SILL DETAIL "Bl" AT SHEET 3 OF 10. 4.) ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON r .co WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) 5.) WINDOWS WITH GLASS TYPES "A, C, OR G" INSTALLED ABOVE 30FT. I IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. XOX - Un-Equal lite "& A + / - Pressures (pS fl FRAME SIZE # Jamb # H & S Glass Type "B" (* 2) Glass Type "C" E(*2)]Glass Type "D" (2) Glass Type "E"*WI©TH HEIGHT Anchors Anchors + psf - psf + psf - p+ psf - psf + psf 60 24 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 72 24 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 84 24 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75,0 60 36 3 7 70.0 75. 0 70.0 75.0 6& 0 75, 0 65. 0 7500 72 36 3 9 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 84 36 3 9 - - 5200 52.0 65.0 E75a0 65.0 75.0 60 48 4 7 - - 52.0 52.0 65.0 .0 65.0 75.0 72 48 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 84 48 4 9 - - 52.0 52.0 65,0 7& 0 65,0 75. 0 60 60 5 7 - - 52.0 52.0 65.0 75.0 65.0 75.0 72 60 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 84 60 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 53.125 26 3 6 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 53.125 38.375 4 6 80.0 80.0 80.0 80.0 ` 65.0 75.0 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 53.125 58 5 6 - - 52.0 52.0 65.0 75.0 65.0 75.0 53.125 63 5 6 - - 52,0 52,0 65. 0 7& 0 65,0 75,0 74 26 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 74 38.375 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 74 50.625 4 9 - - 52.0 5200 65.0 75.0 65.0 75.0 74 58 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 74 63 5 9 - - 52.0 5200 65.0 75.0 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 79.5 38.375 4 9 70.0 75.0 52.0 52.0 65.0 75.0 65.0 75.0 79.5 50.625 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 79.5 58 5 9 - - 52.0 5200 65.0 75.0 65.0 75.0 79.5 63 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 84 26 3 9 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 84 38.375 4 9 70.0 75.0 5200 52.0 65.0 75.0 65.0 75.0 84 50.625 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 84 58 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 84 63 5 9 - - 5200 52.0 65.0 75.0 65.0 75.0 Notes (�`� : 1.) SEA 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") 3.) HI RISE SILL ARE FOR WINDOWS ABOVE +70.0 DP (WINDOWS WITH GLASS TYPES "E, & F") AND +80.0 DP MAX. SEE HI 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, Co OR G" INSTALLED ABOVE 30FT. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. � a Lite (1/3®1/3-1/3) a Glass Type " F" (* 3) Glass Type "G" (* 2) a z E + p ill psf + psf . psf M 52.0 52.0 65.0 75.0 U cr 52.0 52.0 65.0 75.0 z ca rnoo 52.0 52.0 65.0 75.0 cl 52.0 to 65.0 75.0 Z w 52.0 52.0 65.0 75.0 J Z q zEn LAJ v 52.0 52.0 65.0 75.0 ° w H 52.0 52.0 65.0 75.0 a o 0 52.0 52.0 65.0 75.0 00 52.0 5200 65.0 75.0 q 0 a 52.0 52.0 65.0 75.0 U a h . 52.0 5200 65.0 75.0 Z N H Z 52.0 52.0 65.0 75.0 H o 52.0 52.0 65.0 75.0 o 52.0 52.0 65.0 75.0 W x 0 H w 52.0 5200 65.0 75.0 o z 40 52.0 52.0 65.0 75.0 N 0 52.0 52.0 65.0 75.0 A 52.0 52.0 65.0 75.0 A x 52.0 52.0 65.0 75.0 j� z 52.0 52.0 65.0 75.0 52.0 52.0 65.0 75.0 m 52.0 5200 65.0 75.0 -- 10 CQ 52.0 52.0 65.0 75.0 u u N N o m 52.0 52.0 65.0 75.0 c � U O O O O C y 52.0 52.0 65.0 75.0 � L L m 52. 0 5240 65,0 75. 0 N 00 C U 3 m O U.m = Lam] N 52.0 52.0 65.0 75.0 a W � 52.0 5200 65.0 75.0 N z x W aN o 52.0 52.0 65.0 75.0 " cya a e2 E-c E v 'i ' ' U U D y 52.0 52.0 65.0 75.0 ¢ % o w ti 52.0 52.0 65.0 75.0 52.0 52.0 65.0 75.0 a PRODUCT I>''VaS - ti 'SILICONE OPTIONS' DOW CORNING 899 SCHNEE-MOREHEAD 5731 TREMCO SPECTRUM 2 LAMINATED GLASS COMPOSITION -TYPE B ITEI( GLASS DESCRIPTION 1 rl*L DETAIL LAMINATE DESCRIMON 1 1/8' ANNEALED GLASS SAFLEX PVB by Eastman Chemical co. °090" 2 0.090' PLASTIC INTERLAYER .1[.9' - =' _ -•=_== 1 a340 3 1/8' ANNEALED GLASS LAMINATED GLASS COMPOSITION -TYPE D TTSI[ GLASS DESCRIPTION DETAIL LAMINATE DESCRIPTION 1 1/8' HEAT-STRENGHTENED GLASS TROSIFOL PVB by Kurnrny America, Inc, •v ' 2 0.090' PLASTIC INTERLAYER tC@' -� ' 1 a340' 3 1/8' HEAT-STRENGHTENED GLASS LAMINATED GLASS COMPOSITION -TYPE E TTEM GLASS DESCRIPTION DETAIL LAMINATE DESCRIPTION I 2 1/8' HEAT-STRENGHTENED GLASS 0.090' PLASTIC INTERLAYER SAFLEX PVB by Eastman Chemical co. +44ar '=-' _"_ -'=-= = ' 1 0a40'4 3 1/8' HEAT-STRENGHTENED GLASS LAMINATED GLASS COMPOSITION -TYPE F TTEI[ GLASS DESCRIPTION DETAIL LAMINATE DESCRIPTION i 1/8' ANNEALED GLASS TROSIFOL PVB by Kurnrny America, Inc. V8 0.090• 2 0.090' PLASTIC INTERLAYER 4ap •— _ _ — - , 1 0340 3 1/8' ANNEALED GLASS SCHNEE-MOREHEAD 5731 0.600' TREMCO SPECTRUM 2 INSULATED LAMINATED GLASS COMPOSITION TYPE A ITE1[ GLASS DESCRIPITON � D��• LAMINATE DESCRD?1'!ON i 1/8' ANNEALED GLASS ve• -_ _ _ _ _-._ � � ® .114 SAFLEX PVB by 2 0,090' PLASTIC INTERLAYER 3 1/8' ANNEALED GLASS tie -_ _ _ _-= •090• f Eastman Chemical co. 4 1/4' INSULATED AIR SPACE 1 a34 5 1/8' ANNEALED GLASS (w) INSULATED LAMINATED GLASS COMPOSITION TYPE C IN I1'ElI GLA33 DESCRD?TION � 5 DETAII. LAMINATE DESCRIPTION i 1/8' ANNEALED GLASS TROSIFOL PVB by Kurnrny America, Inc. 2 0,090' PLASTIC INTERLAYER 3 1/8' ANNEALED GLASS i�8 ---•_ _ � I 1 tag " = =' '- -=• I 1 a340 4 1/4' INSULATED AIR SPACE 5 1/8' ANNEALED GLASS (w) SULATED LAMINATED GLASS COMPOSITION TYPE G ITEM GLASS DESCRIPTION D��• ® .v4• LAMINATE DESCRIPTION 1 1/8' HEAT-STRENGHTENED GLASS TROSIFOL PVB by Kurnrny America, Inc. 2 0,090' PLASTIC INTERLAYER 3 1/8' HEAT-STRENGHTENED GLASSrevir - 1 1 0a4V 4 1/4' INSULATED AIR SPACE 5 1/8' ANNEALED GLASS (m) (w) WINDOWS WITH GLASS TYPES 'A, C, OR G' INSTALLED ABOVE SOFT, 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) NOTE: THE LOWER PRESSURES OF - THE WINDOW OR MULL SHALL GOVERN -# 12 X 3/J4 S.D.S. FLAT HEAD, PHILLIPS, (SEE ELEVATION AT SHEET #2 FOR MAX. FASTENER SPACING AND DP TABLES FOR QUANTITY) EXTERIOR GRADE � WINDOW FRAME PERIMETER CAULKING EXTERIOR E2 FRAME MULLING DETAIL SEE MULLION APPROVALS �OR MULLION TYPE, SIZE AND MAX. DESIGN 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 �j—„(SEE ELEVATION AT SHEET #2 INTERIOR rlLfrli� � FOR MAX. FASTENER SPACING) PERIMETER—� L_ WINDOW FRAME NOTE: SEALANT EXTERIOR 1 ALUM, TOL BE PAINTEDT OR PLATED, 2. METAL STRUCTURES: A) STEEL : Fy = 36 KSI MIN, (STEEL 18 GA, MIN. THICK — 0.048") B) ALUMINUM 6063—T5 MIN. (ALUM. 0.078" MIN. THICK) E1 METAL STRUCTURE ATTACHMENT DETAIL HS-8700 FLANGE FRAME WINDOW BILL OF MATERIALS ITEM # PART # REQD. DESCRIPTION REMARKS 1 L-7703 i FRAME HEAD 6063-T6 ALUMINUM 2 L-8701 1 FRAME SILL 6063-T6 ALUMINUM 3 L-7701 1 FRAME FXD, JAMB 6063-T6 ALUMINUM 4 L-7704 1 FRAME FIXED MEETING RAIL 6063-T6 ALUMINUM 5 L-7705 1 VENT MEETING RAIL 6063-T6 ALUMINUM 6 L-7707 1 VENT TOP/BOTTOM RAIL 6063-T6 ALUMINUM 7 L-8703 1 FRAME VENT JAMB 6063-T6 ALUMINUM 8 L-7706 1 VENT JAMB LATCH RAIL 6063-T6 ALUMINUM 9 L-8702 1 FRAME SILL TRACK 6063-T5 ALUMINUM 10 L-8705 1 FRAME SILL RETAINING CLIP 6063-T5 ALUMINUM 11 L-7708 AS REQD, GLAZING BEAD < 3/8' > 6063-T5 ALUMINUM 12 FS-006 AS REQ'D. FRAME ASSEMBLY SCREWS #8 X 3/4' P.H. PHILLIPS 13 FS-040 AS REQD, INSTALLATION SCREWS #14 SMS F.H./PHIL, 14 L-7531 AS REQD. VINYL BULB 1/4' DIA. BULB #3033 15 PWS-003 AS REQ'D, FIN SEAL WEATHERSTRIP .187' w x .230' h 16 PWS-005 AS REQ'D, FIN SEAL WEATHERSTRIP .187' w x .350' h 17 PWS-009 AS REQ'D, FIN SEAL WEATHERSTRIP .187' w x .310' h 18 L-7711 AS REQ'D. GLAZING BEAD ( INSULATED) 6063-T5 ALUMINUM 19 PWS-001 AS REQ'D, PILE @ GLAZING BEAD .187' w x .150' h 21 L-7539 2 VENT EXTRUDED SPRING LATCH 6063-T5 ALUMINUM 22 HC-057-1 2 VENT MOLDED SPRING LATCH MOLDED NYLON 23 L-7523 1 x LATCH LATCH SPRING STAINLESS STEEL 24 2 SILL/JAMB J❑INT GASKET 1/16' CLOSED CELL FOAM 25 FS-041 2 SILL RAIL ASSEMBLY SCREW #8 X 2 1/4' P.H./PHIL. 26.1 HC-044-1 2 WEEP FLAP & BAFFLE 26.2 HC- 1 X WEEP OPEN CELL FOAM PAD 1/2' X 1/2' X 2' L. 27 HC-040-1 2 SASH ROLLER & HOUSING 28 HC-026-1 1 SCREEN FRAME & MESH 29 3K 1 ATTACHMENT SCREW @ CLIP #8 X 5/8' S,D,S, 30 HC-058-1 2 VENT SWEEP LATCH MOLDED NYLON 31 HC-059-1 2 VENT SWEEP LATCH DIE CAST METAL 32 L-8830 X Anchor FRAME SILL ANCHOR CLIP 6063-T5 ALUMINUM 33 �l 2 LAMINATED GLASS See Details @ L.H. of sheet 9 34 3l AS REQD. GLAZING SILICONE See Details @ L.H. of sheet 9 35 L-8301 1 FRAME SILL 6063-T6 ALUMINUM 36 L-8302 1 FRAME SILL RETAINING CLIP 6063-T5 ALUMINUM 37 ❑PTIONAL AS REQD, COLONIAL FALSE MUNTIN ALUMINUM 38 SM-5504 AS REQ'D, JOINT SEALANT 39 )K AS REQD. PERIMETER ACRYLIC CAULK OSI POLYSEAMSEAL C]��4 t�T r�VIS � t.:.�tr`�gYLbi2 v Tk ! 3y �' `v±EL3'933 O 4i o z � � a _ tD Uj M � � U o p W o Z oo y 0 Z J Z 0 p ao a G�4 Pa o a a o � o O w .GOa v�� z o w N a O E w � x A Z H � � z A � w 0 o v col, ZI\ Cu N �' r � CV \\ U V N N S a m 0 0 o q O y S S O 0 +• �, w w ; w yo �rn (a \ UD CM) ; mol .m o N o in a � 3W a m m w � N c� c ii > > CQ � c E 4) Z� cE°�o U y Q � U FRAME VENT JAMB FRAME JAMB FRAME HEAD SILL TRACK O L-7703 � 1.2so--� L-8703 I L-8702 .093 12 1 FRAME TOP CORNER Q 10 A � a --,D62 1.285 M Coil o t~n < 26643 SILL RETAINING CLIP o t° o L-8705Fx 8643 O M ... 10 t W 12 062 Z y w O w L7 A FRAME HEAD O JO Z O Z '. 1,466 062 VENT TOP RAIL 00 1i1 = A - a0 d k�1.439— I 750 I FRAME JAMB W O O FRAME SILL FRAME HR SILL TLmn .754 � L-8701 L-8301 SILL RETAINING CLIP a a O z O35 L-8302 04 P4 O � o 36 O O Z H FRAME BOTTOM CORNER FRAME MEETING RAIL H a Z to 2458 VENT TOP CORNER a O a FRAME SILL N_ E 3,388 �M \`� x A 2.374 O O A62 VENT JAMB RAIL `\ W C4 x 0074 `\`\ a C U F VENT LOCK RAIL 1 P4 x VET SPRING, LATCH A x (2 i a 2.655 21 1---2.655 1 i 1.235 a c VENT INTERLOCK RAIL FRAME FIXED JAMB _ L-7705 L-7701 .. I ti O N 1 0 n W 0 3 5 00 0 to v c� � N o a 5 �,w�a s •� O -' .698 VENT BorroM RAIL FRAME SILL / MEETING RAIL FRAME SILL o° o 1 + +, w W 3 {{ VENT TOP/BOTTOM RAIL q 1 i t t 0 062 2.063 750 062 L-7707 VENT BOTTOM CORNER v v UO) ; Fa 1 O 1.375 I I �, m o m_ o 0 vi G L a s; W 3 w w N 5 CF G En b i 062 110) al FRAME & SASH CORNER ASSEMBLY DETAILS Of Ev E - 1.075- 2.651� a v N S ai U 0 Li a a a VENT JAMB RAIL FIXED MEETING RAIL SILL ANCHOR CLIP L-7706 L-7704 -7 L-8830 GLAZING BEAD 8 O 32 GLAZING BEAD L-7711 L-7708 a .062 i iti 1 th; Fl0fida m 1B5 <nniq 5 �s10 o 94 3w�djjjg code 2.000 2.285 �• A�z;�i�t��� 2�k� 1,450 078 _ LxUwj cc pit~� ion Date w & g 062 ' 050 ( .050 850 l.504 .850 C j 2.794 1235 773—�� 773 A