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HomeMy WebLinkAboutProduct ApprovalMIAMI•DADE MIAMI DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.niiamiddde.gov/economy Lawson Industries, Inc. 8501 NW 90 -Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable Arles 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 (AHD). 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 IIHS-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 01 through '10 of 10, dated 05/30/09, with revision "B", dated 08/11/14, 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. -12-0127.08 and consists of this page 1 and evidence pages E-1, E-2 and E-% as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. NOA No. I47090,14 Expiration Date: April li, 2017 ,t Approval Date: November 13,.2014 Page 1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS L Manufacturer's die drawings and sections. _ I (Submitted under previous NOA No. 11-0705.10) . 2. Drawing No. L8700-0901, titled "HS -8700 Horizontal Rolling Flange Impact Window", sheets 01 through 10 of 10, dated 05/30/09, with revision `B" dated 08/11/14, prepared by manufacturer, and 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 24113.2. 1, 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.'s HETI-10-3049 and HETI-10-3051, dated 03/23/11, signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. 11-0705.10) 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along with marked up . drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window, XOX (1/4, 1/2, 1/4 and 1/3, 1/3, 1/3) configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-10-3047, HETI10-3053, HETI-10-3057, HETI-10-3130, HETI-10-3223 and HET -16-3225, dated 03/23/11, signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. 11-0705.10) 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked up drawings and installation diagram of an aluminum horizontal sliding window, XOX (1/4, 1/2, 1/4 and 1/3, 1/3, 1/3) configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-10=3048, HETI-10-3049I, dated 11/09/10, HETI-10-3050, HETI-10-3052B, HETI-10-3056,. HETI--10-3131, HETI-10-3224 and HETI-10 3226, dated 03/23/11, signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. 11-0705.10) 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201--94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, XOX configuration, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-10-3251, dated 04/25/11, signed and sealed by Rafael E. Droz-Seda, P. -E. K2 (Submitted under previous NOA No. 11-0705.16) Jaime D. Gascon, l?. E. Product Control Section Supervisor NOA No. 14-0908,14 Expiration Date: April 11, 2017 Approval Date: November 13;.2014 E-1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1) Air Infiltration Test, per FBC, TA_ S 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 24113.2. 1, TAS 202-94 alorig 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.'s HETI-08-2033, HETI-08-2034, HETI-08-2035, HETI-08-20369 HETI-08 2037, HETI-08-2038, HETI-08-2116A and HETI-08-2116B,' dated 02/28/08, signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. 09-0706.05) 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window, XO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-3097, FTL-3098 and FTI -3364, dated 12/06/01, 12/11/01 and 01/28/02, all signed and sealed by Luis Antonio Figueredo, P. E. (Submitted under NOA No. 02-0227.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with ,FBC, prepared by Lawson Industries, Inc., dated 05/28/09, revised on 0.7/10 and updated on 01/25/12, signed and sealed by Thomas J. Sotos, P. E. (Submitted under previous NOA No. 12-0127.08) 2. Glazing complies with ASTM E1300-04/ 09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite© PVB Interlayer." dated 04/11/13, expiring on 12/f 1/16. Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 14-0908.14 Expiration Date: April 11, 2017 Approval Date: November 13, 2014 E-2 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTINUED) 2. Notice of Acceptance No. 14-0423.17 issued to -Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 06/19114, expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance to and complying with FBC 51" Edition (2014), issued by manufacturer, dated 09/02/14, signed and sealed by Thomas J. Sotos, P. * E. 2. Department of State Certification of LAWSON INDUSTRIES, INC. as a for profit corporation, active and organized under the laws of the State of Florida, dated 04/11/14 and filed at the Secretary of State. 3. Statement letter of conformance, complying with FBC-2010, dated 01/25/12, signed and sealed by Thomas J Sotos, P.E. (Submitted tinder previous NOA No.12-0127.08) 4. Statement letter of no financial interest, dated 05/20/10, signed and sealed by Thomas J. Sotos, P. E. (Submitted under previous NOA No. 12-012 Z 08) 5.- Laboratory compliance letter for Test Reports No.'s HETI-10-3047, HETI-10- 3048, HETI-10-3049, BETI-10-30491, HETI-10-3050, HETI-103051, HETI- 10 .305211, HETI-10-30533 HETI-10-3056, HETI-10-3057, HETI-103130, HETI-10-3131, HE, TI -10-3223, HETI-10-3224, HET -10-3225 and HETI 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 previous NOA No. 11-0705.10) 6. Laboratory compliance letter for Test Repoli No. HETI-103251, issued by Hurricane Engineering & Testing, Inc., dated 04/25/11, signed and sealed by Rafael E. Droz-Seda, P. E. (Submitted tinder previous NOA No. 11-0705.10) 7. Laboratory compliance letter for Test Reports No.'s HETI-08-2033, HETI-08- 2034, HETI-08-2035, HETI-08-2036, HETI-08-2037, HETI-08-2038, HETI- 08-2116A and HETI-08-2116D, issued by Hurricane Engineering & Testing, Inc., dated 01/15/08 through 02/28/08, all signed and sealed by Candido F, Font, P. E. (Submitted under previous NOA No. 09-0706.05) - 8. Laboratory compliance letter for Test Reports No..'s FTL-3097, FTL-3098 and FTL-3364, all issued by Fenestration" Testing Laboratory, Inc., dated 12/06/01, .12/11/01 and 01/28/02, all signed and sealed byLuis Antonio Figueredo, P. E. (Submitted tinder previous NOA No. 02-0227, 05) G. OTHERS 1. Notice of Acceptance No. 12-0127.08, issued to Lawson Industries, Inc. for their Series "HS -8700 (Flange -Frame) Alurninum. Horizontal -gliding Window - LMJ.", approved on 03/29/12 and expiring on 04/11/17. Jaime D. Gascon, Product Control Section Supervisor NOA No. 14-0908.14 Expiration Date: April 11, 2017 Approval Date: November 13, 2014 E-3 u om C B 61 B 81 u om NOTE: OX I X0 1) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2) FOR VERTICAL CROSS-SECTION DETAILS "A, A1, B, & Bl" REFER TO SHEET #3 3) FOR HORIZONTAL CROSS-SECTION DETAILS "C, D. & E" REFER TO SHEET 94 4) REFER TO SHEET 6 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. 0@ Ll D B 81 NOTE: OX I X0 1) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2) FOR VERTICAL CROSS-SECTION DETAILS "A, A1, B, & Bl" REFER TO SHEET #3 3) FOR HORIZONTAL CROSS-SECTION DETAILS "C, D. & E" REFER TO SHEET 94 4) REFER TO SHEET 6 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. 0@ Lel XOX —Equal Lite (1/3-1/3-1/3) NOTES: I) 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 Q3 3) FOR HORIZONTAL CROSS—SECTION DETAILS "D, & E- REFER TO SHEET n5 4) REFER TO SHEET B OF 10 FOR DESIGN LOAD CHARTS AND NOTES. 0@ E D B 81 Lel XOX —Equal Lite (1/3-1/3-1/3) NOTES: I) 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 Q3 3) FOR HORIZONTAL CROSS—SECTION DETAILS "D, & E- REFER TO SHEET n5 4) REFER TO SHEET B OF 10 FOR DESIGN LOAD CHARTS AND NOTES. 0@ 0 u 0 NOTES: XOX — Un—Equal late (1/4-1/2-1/4)(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, 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 LOAD CHARTS AND NOTES. SERIES -8700 HORIZONTAL SLIDING IMPACT WINDOW APPROVED ELEVATIONS - General Notes: ;1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ) AND ASTM 1300-02. THIS PRODUCT IS IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS OF 2014 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL. 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). 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. I1.) SEE SHEET 8 FOR DESIGN PRESSURES ON UN -EQUAL LITE "X0X" 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 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 2014 FBC CHAPTER 24 SECTION 11.3.3.3. 15.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. 16.) SEE SHEET # 6 FOR MULLION/METAL ATTACHMENT DETAILS, NOTES & OPTIONS. 17.) MULLING HORIZONTAL SLIDING WINDOWS WITH OTHER TYPES OF MIAMI-DADE 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. 16.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE PAINTED OR PLATED AND SHALL MEET SECTION 2003.8.4 OF THE 2014 FLORIDA BLDG. CODE. PRODUCT REVISED av N""ng"", OmPlodda Bolding Coda Z� Acct"__ No i D tc uy 'diarnl adcProduatConuol N N U, F a o z � o C7 1 z o cz 0 a 6CP C) W 0 x a 0 0 Ll - a:) mil U. O E� D B B1 0 u 0 NOTES: XOX — Un—Equal late (1/4-1/2-1/4)(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, 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 LOAD CHARTS AND NOTES. SERIES -8700 HORIZONTAL SLIDING IMPACT WINDOW APPROVED ELEVATIONS - General Notes: ;1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ) AND ASTM 1300-02. THIS PRODUCT IS IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS OF 2014 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL. 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). 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. I1.) SEE SHEET 8 FOR DESIGN PRESSURES ON UN -EQUAL LITE "X0X" 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 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 2014 FBC CHAPTER 24 SECTION 11.3.3.3. 15.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. 16.) SEE SHEET # 6 FOR MULLION/METAL ATTACHMENT DETAILS, NOTES & OPTIONS. 17.) MULLING HORIZONTAL SLIDING WINDOWS WITH OTHER TYPES OF MIAMI-DADE 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. 16.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE PAINTED OR PLATED AND SHALL MEET SECTION 2003.8.4 OF THE 2014 FLORIDA BLDG. CODE. PRODUCT REVISED av N""ng"", OmPlodda Bolding Coda Z� Acct"__ No i D tc uy 'diarnl adcProduatConuol N N U, F a o z � o C7 1 z o cz 0 a 6CP C) W 0 x a 0 0 Ll - a:) mil U. O TEST UNIT SIZE: 111" X 63" INSTALLATION FASTENERS (A) 10 AT FRAME HEAD (14 AT FRAMES IF DP ABOVE 70.0 (B) SO AT EAILL (14 AT FRAME SILL IF DP ABOVE 70.0) (C) 6 AT EA. FRAME JAMB • SEE GENERAL NOTE y3 & #4. I- 85 3/8' OVERALL FRAME WIDTH 84 3/B' INTERIOR FRAME WIDTH S. Max. D.L.O. Wid D a d ?' O 0 Max'. D.L.O. d h O.C. = 24 8 E D.C. JJ I R S 13 1/4' O.C. � z J d I' I I` > o N � V c .I B B1 ANCHOR NOTES. 1. SAME ANCHOR SPACING AT HEAD 6 SILL EXT. 1.INT. FALSE COLONIAL 2. TWO ADDITIONAL ANCHORS REQUIRED W% SILICA ANDLARE W/ AT MEETING RAILS FOR UNITS VITH AVAILABLE AS OPTIONAL . OP ABOVE +70PSF / - 75PSF (4 TDTAL) XOX" WINDOW EQUAL LITE KVPVERTICAL CROSS-SECTION DETAILS 'A, At, B, 6 Bl' AT SHEET 83 TEST UNIT SIZE: 111" X 63" 2. SEE HORIZONTAL CROSS-SECTION DETAILS 'C, D. a E' AT SHEET K5 INSTALLATION FASTENERS * I, 111' OVERALL FRAME WIDTH (A) 10 AT FRAME HEAD (14 AT FRAME HEAD IF DP ABOVE 70.0 (B) 10 AT EA: FRAME SILL (14 AT FRAME SUL IF DP ABOVE 70.0) (C) 5 AT EA. FRAME JAMB *SEE GENERAL NOTE #3 & j)4. T- . 1 � � Jl D a d ?' O 0 v L9 J/O ie n O.C. = E D.C. JJ I R I I, LZ 13 1/4' O.C. � z J d D.C. > o N � V c =fl B B1 4' C O.L.O. ')idlh D a d ?' O 0 33 1 f-' b O.C. m 13 1/I' D.C. JJ I O MTTi I I, LZ TEST UNIT SIZE: 74" X 63" INSTALLATION FASTENERS• (A) 6 AT FRAME HEAD (BAT FRAME HEAD IF DP ABOVE 70.0 (B) 6 AT EA. FRAME SILL (6 AT FRAME SILL IF DP ABOVE 70.0) (C) 6 AT EA. FRAME JAMB .SEE GENERAL NOTE d3 & p4. rCORNERS) 5' ALL CORNERS) ANCHOR NOTES. ' ' 1. SAME ANCHOR SPACING AT HEAD &SILL EXT. & INT. FALSE COLONIAL MUNTINS ARE APPLIED V/SILICONE AND ARE AVAILABLE 2. TWO ADDITIONAL ANCHORS REQUIRED AT AS OPTIONAL. MEETING RAILS FOR UNITS WITH DP ABOVE +70PSF / - 75PSF (4 TOTAL) "XOX" WINDOW - UN -EQUAL LIT - UN -EQUAL LITE 1. SEE VERTICAL CROSS-SECTION DETAILS 'A, At, B. & BY AT SHEET t3 2. SEE HORIZONTAL CROSS-SECTION DETAILS 'C, D, & E' AT SHEET 99 74' OVERALL FRAME WIDTH '-j 73' INTERIOR FRAME WIDTH TVD ADDITIONAL ANCHDRS REQUIRED AT MEETING RAILS FOR UNITS WITH DP ABOVE A A 1 +/' 7CPSF (4 TOTAL) 4 ,I S. r(MA% 40.0 4 1/2' 14• (MA%. O.C. D a d ?' O 0 13 1A. O.C. / 13 1/I' D.C. JJ I Ai aml adcProductControl V 13 1/4' O.C. 13 1/4' D.C. ANCHOR NOTES. ' ' 1. SAME ANCHOR SPACING AT HEAD &SILL EXT. & INT. FALSE COLONIAL MUNTINS ARE APPLIED V/SILICONE AND ARE AVAILABLE 2. TWO ADDITIONAL ANCHORS REQUIRED AT AS OPTIONAL. MEETING RAILS FOR UNITS WITH DP ABOVE +70PSF / - 75PSF (4 TOTAL) "XOX" WINDOW - UN -EQUAL LIT - UN -EQUAL LITE 1. SEE VERTICAL CROSS-SECTION DETAILS 'A, At, B. & BY AT SHEET t3 2. SEE HORIZONTAL CROSS-SECTION DETAILS 'C, D, & E' AT SHEET 99 74' OVERALL FRAME WIDTH '-j 73' INTERIOR FRAME WIDTH TVD ADDITIONAL ANCHDRS REQUIRED AT MEETING RAILS FOR UNITS WITH DP ABOVE A A 1 +/' 7CPSF (4 TOTAL) 4 ,I S. r(MA% 40.0 4 1/2' 14• (MA%. O.C. D a d ?' O 0 "" PRODUCT REVISED )q,` o�. N r N • w LU 'I MO D.L.O.idth lu ethe Building Code AueptnncoNo ♦j� J F.r. . JJ I Ai aml adcProductControl E =fl II ,I a ' B B1 I II = {a C) I .0 I ,^ m I M I t0 5' CORNERS) � C � 01 C) h 13 1/4' O.G Z W o JQ Z y�j W 2 0o 1/4' D.C. W 1/4' B.C. �U ®z s• �1 ANCHOR NDTES� 6N [F L� W 1. SAME ANCHOR SPACING AT HEAD 6 SILL �r� SILIAR C��E ANO IE COLONIAL 2. TWO ADDITIONAL ANCHORS REQUIRED E AT MEETING RAILS FOR UNITS WITH AVAILABLLN AS OPTIONAL DP ABOVE +/- 70PSF (4 TOTAL) "XO" WINDOW EQUAL LITE A NOTES ('`OX' REVERSED ) z 1. SEE VERTICAL CROSS-SECTION DETAILS 'A, Al, B, & BI' AT SHEET 43 2: SEE .HORIZONTAL CROSS-SECTION DETAILS 'C, D, & E' AT SHEET #4 H SERIES -8700 HORIZONTAL SLIDING WINDOW s " FLANGE FRAME ELEVATIONS — L.M.I. a� r 3 w v a v Y U a Q Y I a d 115 it.. , Ia l D a d ?' O 0 "" PRODUCT REVISED )q,` o�. N r N • w LU W Florida lu ethe Building Code AueptnncoNo ♦j� J F.r. . By _ Ai aml adcProductControl Ia l 1/4' TAPCON W/ 1 1/4' MIN. EMBEDMENT INTO CONC. (SEE ELEVATION AT SHEET D2 FOR MAX. FASTENER SPACING) 1 1/8' MIN. EDGE DISTANCE EXTERIOR GRADE ---J PERIMETER CAULKING O 1. ALL WOOD BUCKS ENGINEERED SEPARATELY 6 TO BE REVIEWED BY BLDG, OFFICIAL (TYP.) 2. WOOD BUCK AND FRAMING (NOT BY LAWSON INDUSTRIES) MUST SUSTAIN LOADS IMPOSED BY THE GLAZING SYSTEM 4 1 J4- MIN. :•O °' A EMBEDMEN d 1/4' MAX. SHIM SPACE (TYP.) CLEAR SILICONE ADHESIVE BEDDING COMPOUND i! 34 _ = EXTERIOR 1 INTERIOR w Y V .�' z X i i!1 LAMINATED GLASS. 33 o O!!! [0 9 EXTERIOR GRADE •::•�`r:;••::�:.::::.::•::';::• EXT. GRADE PERIMETER CAULKING , :-:::i::'i..... CAULK d ^ �.. ., a,. • -1/4.' MAX. N ° a. ' b SHIM SPAC _.:�;., A A 1/4' MIN. � (TYP.)d'I ' 20 GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE EMBEDMENT "e,a SILL RISER - OPTIONAL BY WINDOW INSTALLER (TYP.) a d . d APPLIED WITH SILICONE 2. THE EXPOSED EXT, PERIMETER OF THE WINDDW FRAME TO u v SEE DP CHARTS ON BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK SHEETS 64, n5, 6 06. BY OTHERS (TYP.) STUCCO OVER METAL LATH NAILED TO N14 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 03 i (EXTERIOR FINISH BY OTHERS) FOR MAX. FASTENER SPACING) e NOT BY LAWSON INDUSTRIES, INC, 0 0 :.i. Ayy •, to q A n '� •S F 00 5 a y� 2X m W 0 1' MIN. o'E z v q xo EDGE ANCE _ = c 0 w q W Go a ti l; y z fn f C 2X (MIN. EMDED,) .) '•U Z O H O rn N o EXT. GRADE PERIMETER �q1/4'•MAX. CAULKING NOT BY SHIM SPACE a0 U LAWSON INDUSTRIES', TO BE APPLIED BY OTHERS <TYP.) Wo x U (TYP.) 1� ii µ a O it N 0 ii I- 00 D EXTERIOR III j! ji U) " I/) o INTERIOR � ] a li I Al I 'j ri it H Q ALTERNATE DETAIL — WOOD FRAME INSTALLATION DETAIL d X N 1 WINDOW INSTALLATION NOTES: N 1. THE WINDOW FRAME FLANGE TO BE BACK -BEDDED W/ AN EXT. r Y 20 GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE SILL RISER - OPTIONAL BY WINDOW INSTALLER (TYP.) m APPLIED WITH SILICONE 2. THE EXPOSED EXT, PERIMETER OF THE WINDDW FRAME TO u v SEE DP CHARTS ON BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK SHEETS 64, n5, 6 06. BY OTHERS (TYP.) o z u � • WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK ORQ MASONRY IS LESS THAN 1/8', SHIMS ARE NOT REQUIRED. 1 ANCHORS NOTE: m ANCHORS TO BE 012 SMS OR WD. SCREWS INTO WOOD, OR `����' INTO C or P1104E PENETR TA ,5..*' MINIMUM OFAPCONS WITH PENETRATION TO WOOD OR CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) As A1/4 MAX. _,. ° a•14� a V I b SHIM SPACE (TYP.)/I d 4--1 1/4' MIN.. ,. . aEMBEDMENT, A, I PRODUCTRBVISGD i : 9 °4 d ou complying avilh the Floddo �L a Bonding Codc _O O Q 1 1/8' MIN. Acco 1 "InnwNo ° EDGE DISTANCE E ° _ �203,� OPTIONAL SILL INSTALLATION DETAIL AT "XO or OX" n�nleml depmduct "moot I . ALL WOOD BUCKS ENGINEERED SEPARATELY 2X WOOD BUCKS & TO BE REVIEWED BY BLDG. OFFICIAL (TYP,) BY OTHERS (TYP,) 2. WOOD BUCK AND FRAMING (NOT BY LAWSON c INDUSTRIES) MUST SUSTAIN LOADS IMPOSED INTERIOR FINISH BY THE GLAZING SYSTEM i (BY OTHERS) 10 M m M f PT. WOOD BUCKS in a i ::: a .>.:::;::': i;�'• t 21 23 LAMINATED GLASS c ow - 0 E va Max. 33 SILICONE ADHESIVE I/a MAX. e- #14 S,M.S, W/ 1 1/4' SIM SPACE BEDDING COMPOUND 3 SHIM SPACE MIN, EMBEDMENT INTO WOOD, (TYP.) (TYP,) e ? z° (SEE ELEVATION AT SHEETR2 INTERIOR FOR MAX. FASTENER SPACING) 2X 7 17 34 5 27 3 - I m a 1/4' TAPCON W/ 1 1/4' 1 1 1/4' MIN, MIN. EMBEDMENT INTO CONC. EM ENT ------ ---- --- -_ -(SEE ELEVATION AT SHEET 02 14 IX FOR MAX. FASTENER SPACING) t 1' MIN, - - EDGE — - 16-- d � DISTANCE 1 1/4' MIN, ® rHi EMBEDMENT 1EEEF>}Y <{E 1EEEEjI 1' 1/O' MIN, (n EXTERIOR WALL FINISH Ell M EE 4 3- •: a e EDGE DISTANCE W BY OTHERS (TYP.) ¢ EXTERIOR 18 19 11 (`` :r' Q' N ' EXT. GRADE '. 'a. CAULK STUCCO OVER METAL LATH NAILED TO `:-•"'�''"' EXTERIOR GRADE PLYWOOD SHEATHING EXT. GRADE PERIMETER A TO BE SPECIFIED BY ARCHITECT OR G.C. CAULKING NOT BY O -� - y (EXTERIOR FINISH BY OTHERS) 'LA SON INDUSTRIES', H NOT BY LAWSON INDUSTRIES, INC, TO BE APPLIED BY OTHERS 73' MAX. (TYP,) -WINDOW FRAME BUCK WIDTH - 74' MAX, WINDOW FRAME FLANGE WIDTH 30 31 88 s 21 mm 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) LOCKS ARE REQUIRED PER EACH VENT. "XO" WINDOW EQUAL LITE ( "01 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. ANCHORS NOTE: ANCHORS TO BE #12 SMS OR WD, SCREWS INTO WOOD, OR 1/4' TAPCONS ar APPROVED CONC, FASTENERS INTO CONC., WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) L N N 49 - -•anu EXT. GRADE CAULK — N 12 X 1 3/4' S.M.S. 1 1/4' MIN. WOOD EMBED (SEE ELEVATION AT SHEET k2 FOR MAX. FASTENER SPACING) 1/4' MAX. 21 22 --SHIM SPACE / O - CLEAR SILICONE ADHESIVE PT. WOOD BUCKS i 34 BEDDING COMPOUND LAMINATED GLASS 1/4' MAX. 33 EXTERIOR SHIM SPACE a y o (TYP.) o [ g 30 31 3 n 1/4' TAPCON W/ 1 1/4' MIN. EMBEDMENT INTO CONC. c _ z _ -`- <SEE ELEVATION AT SHEET 82 FOR MAX. FASTENER SPACING) 0 [ ^ co M a 16 1 1/4' MIN. EMBEDM N d ' U 8' I ---'--- • . TANG EDGE DIS E W EXT. GRADE O CAULK a• WINDOW WINDOW FRAME BUCK WIDTH Q �z WINDOW FRAME FLANGE WIDTH "XOX" WINDOW EQUAL AND UN -EQUAL LITE WINDOW INSTALLATION NOTES: 1. THE WINDOW FRAME FLANGE TO BE HACK -BEDDED W/ AN EXT. GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER DF 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. ANCHORS 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) t r PRODUCT RGVISGD 1 oywmplyhlgwithD�eFloridn �• �� IIuilding Coda Acceplanco No 'w A � o �� �' Q0.. 1 II1' NBam1 adoAo uctCont[ol Notes * • 1.) SEE SHEET 8 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.) SILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP (WINDOWS WITH GLASS TYPES "E, & F) AND +80.0 DP MAX. ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) 4.) WINDOWS WITH GLASS TYPES "A, C, OR G- INSTALLED ABOVE SOFT. IN THE HVHZ, THE I.G. EXTERIOR LTTE SHALL BE TEMPERED. as complying wi0i die ¢7 uildingCodc y ccepmnceNo LL RISER - OPTIONAL n APPLIED WITH SILICONE ay FOR DP ABOVE +70.0 PSF (+80.0 DP MAX,) DESIGNLOAD CAPACITY(PSF) - OX orXO WINDOWS WINDOW WIDTH I HEIGHT # # Jamb H & SGlass I Anchors AnchorsI T + psf e "N'('?7:1-assGl - psf T + psf e "B" * 2 I - psf Glass T + psf +/-Pressures e "C" * 2 Glass I - psf I + psf a "D" * 2 - pelf Glass Type + psf "E' " 3 - psf Glass Type + psf "F" " 3 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 80.0 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 70.0 710 70.0 70.0 80.0 80.0 80.0 80.0 24 36 3 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 36 36 1 3 4 1 65.0 65.0 65.0 65.0 70.0 70, 0 1 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 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 1 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 1 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 1 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 37 1 38.375 4 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 1 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 1 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 1 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 1 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 1 6 1 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 - - - - - - Notes * • 1.) SEE SHEET 8 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.) SILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP (WINDOWS WITH GLASS TYPES "E, & F) AND +80.0 DP MAX. ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) 4.) WINDOWS WITH GLASS TYPES "A, C, OR G- INSTALLED ABOVE SOFT. IN THE HVHZ, THE I.G. EXTERIOR LTTE SHALL BE TEMPERED. as complying wi0i die ¢7 uildingCodc y ccepmnceNo LL RISER - OPTIONAL n APPLIED WITH SILICONE ay FOR DP ABOVE +70.0 PSF (+80.0 DP MAX,) Notes * : 1.) SEE SHEET 9 FOR GLAZING TYPES, DETAILS & SILICONE OPTIONS. 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW (WINDOWS WITH GLASS TYPES "A, B. C, & D") 3.) SILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP (WINDOWS WITH GLASS TYPES "E, & F') AND +80.0 DP MAX. ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) 4.) WINDOWS WITH CLASS TYPES "A, C, OR G" INSTALLED ABOVE SOFT. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. XOX - Un -Equal Lite hswmplyingwltHd�eRlotidn 5.• a AmpCodc ^ 08. 1� O• • LL •b•+• ti Aooeptmco No i. L lt� N O O • „1 D m N BY \ ZO SILL RISER - OPTIONAL a �' v8ami oPobductCon •APPLIED WITH SILICONE Y k1 r. I I FOR DP ABOVE +70.0 PSF �� •••��� 1� 2 (+80.0 DP MAX.) �a�ify�••...... \� �i a ,,Illlfll Illltaae��, V% DESIGN LOAD CAPACITY (PSF) - XOX WINDOWS with Un -Equal Lite 1/4-1/2-1/4 +/- Pressures (pso e o co a or A:FRAME z SIZE : #Jamb # H 8 S Glass .:Te"B"* 2G lass Type C"F" * 3 G lass T e "G" (* 2 1 -WIDTH' ,11 -EIGHT I Anchors Anchors + psf I - psf I + DO - psf + psf I - nsf + psf - psf + psf - DO + psf - 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 n o 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 "' E� 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 off.. o 3 W Z >o y o W fr o CW7 o c 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 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 W = o M IL `� z o w z m m 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 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 75.0 108 36 3 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 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 Cf) z N U! H H o a 0 N o q x o 84 48 4 8 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 96 48 4 10 - - 52.0 52.0 65.0 75.0 65.0 1 75.0 52.0 52.0 65.0 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 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 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 75.0 108 60 5 11 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 E+ U) t74 5 a 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 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 Q x 74 50.625 1 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 74 58 5 7 - 52.0 52.0 1 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 iz 74 63 5 7 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 H 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 NN . 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 d o 79.5 63 5 9 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 76.0 r d " w o 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 75.0 106.25 50.625 4 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 z y. r o z z , r' 106.25 58 5 11 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 106.25 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 75.0 111 38.375 4 11 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52,0 65.0 1 75.0 111 50.625 4 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 111 58 5 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 1 52.0 65.0 75.0 111 63 5 11 - - 52.0 52.0 65.0 75.0 65.0 75.0'PRODUCTR 52.0 52.0 65.0011111 75.0 ,`,���rfllljq,o • / 'Fo Notes * : 1.) SEE SHEET 9 FOR GLAZING TYPES, DETAILS & SILICONE OPTIONS. 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW (WINDOWS WITH GLASS TYPES "A, B. C, & D") 3.) SILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP (WINDOWS WITH GLASS TYPES "E, & F') AND +80.0 DP MAX. ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) 4.) WINDOWS WITH CLASS TYPES "A, C, OR G" INSTALLED ABOVE SOFT. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. XOX - Un -Equal Lite hswmplyingwltHd�eRlotidn 5.• a AmpCodc ^ 08. 1� O• • LL •b•+• ti Aooeptmco No i. L lt� N O O • „1 D m N BY \ ZO SILL RISER - OPTIONAL a �' v8ami oPobductCon •APPLIED WITH SILICONE Y k1 r. I I FOR DP ABOVE +70.0 PSF �� •••��� 1� 2 (+80.0 DP MAX.) �a�ify�••...... \� �i a ,,Illlfll Illltaae��, V% Notes * : 1.) SEE SHEET 9 FOR GLAZING TYPES, DETAILS & SILICONE OPTIONS. 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW (WINDOWS WITH GLASS TYPES "A, B, C, & D") 3.) SILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP (WINDOWS WITH GLASS TYPES "E, & F') AND +00.0 DP MAX. ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) 4.) WINDOWS WITH GLASS TYPES "A, C, OR G" INSTALLED ABOVE 30ET. IN THE HVHZ, THE I.G. EXTERIOR IJTE SHALL BE TEMPERED. Pxw,=X mwtum I'RODUCrRBVISBDo60 w 000miyhua with Ido Plorwo 1 5 . •. N/ F a .A' 20 SILL RISER - OPTIONAL - `\ APPLIED WITH SILICONE FOR DP ABOVE +70,0 PSF ° (+80.0 DP MAX.> e�d, .0 DESIGN LOAD CAPACITY (PSF) - XOX WINDOWS with Equal Life (113-1/3-1/3) + / - Pressures (psf) 80.0 65.0 e a a i? o .. „FRAME SIZE ,. #Jamb # H & S Glass Type "B (*- 2) .Glass Type " C ( 2) Glass Type " D (2) Glass Type " E' (3) Glass Type " F' ( 3) Glass Type "G ( 2) VVIQTH HEIGHT: Anchors Anchors + psf - psf + psf - psf + psf -,psf + psf -tpsf + psf - psf + psf - psf 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 '.1110 F "' oar 65.0 a � a d t1 m 72 24 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.075.0 52.0 52.0 65.0 75.0 84 24 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 z 52.0 65.0 w 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 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 0 0 Z 52.0 w 84 36 3 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 'o a 9 0 a 0 0 60 48 4 7 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 72 48 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 50.625 4 z 84 48 4 9 65.0 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 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 - - 52.0 52.0 65.0 75.0 65,0 75.0 52.0 52.0 65.0 75.0 ®~ rU1 vjw0 Z m 0 N M 84 60 1. 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 1 75.0 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 53.125 38.375 4 6 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 1 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 H a o 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 H G z m 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 j `' a 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 1 75.0 74 38.375 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 ►� 4 74 50.625 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 1 52.0 52.0 65.0 75.0 H 74 58 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 m .. 74 79 5 63 26 5 3 9 9 - 80 Aon - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 s ~ Notes * : 1.) SEE SHEET 9 FOR GLAZING TYPES, DETAILS & SILICONE OPTIONS. 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW (WINDOWS WITH GLASS TYPES "A, B, C, & D") 3.) SILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP (WINDOWS WITH GLASS TYPES "E, & F') AND +00.0 DP MAX. ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) 4.) WINDOWS WITH GLASS TYPES "A, C, OR G" INSTALLED ABOVE 30ET. IN THE HVHZ, THE I.G. EXTERIOR IJTE SHALL BE TEMPERED. Pxw,=X mwtum I'RODUCrRBVISBDo60 w 000miyhua with Ido Plorwo 1 5 . •. N/ F a .A' 20 SILL RISER - OPTIONAL - `\ APPLIED WITH SILICONE FOR DP ABOVE +70,0 PSF ° (+80.0 DP MAX.> e�d, .0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 v 79.5 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 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 r 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 - 9 x O z z I 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 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 75.00, ; ¢ 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 otill"llon, 84 58 5 9 - - 52.0 52.0 65.0 75.0 65.0 1 75.0 52.0 52.0 65.0 75.0 84 63 5 9 - - 52.0 52.0 65.0 75.0 65.0 1 75.0 52.0 52.0 65.0 75.0 Notes * : 1.) SEE SHEET 9 FOR GLAZING TYPES, DETAILS & SILICONE OPTIONS. 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW (WINDOWS WITH GLASS TYPES "A, B, C, & D") 3.) SILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP (WINDOWS WITH GLASS TYPES "E, & F') AND +00.0 DP MAX. ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) 4.) WINDOWS WITH GLASS TYPES "A, C, OR G" INSTALLED ABOVE 30ET. IN THE HVHZ, THE I.G. EXTERIOR IJTE SHALL BE TEMPERED. Pxw,=X mwtum I'RODUCrRBVISBDo60 w 000miyhua with Ido Plorwo 1 5 . •. N/ F a .A' 20 SILL RISER - OPTIONAL - `\ APPLIED WITH SILICONE FOR DP ABOVE +70,0 PSF ° (+80.0 DP MAX.> e�d, 'SILICONE OPTIONS'. DOW CORNING 899 SCHNEE-KOREHEAD 5731 TREHCO SPECTRUM 2 ALUMINUM MULLION - SEE MULLION APPROVALS FOR MULLION TYPE, SIZE AND MAX. DESIGN PRESSURE LIMITATIONS. (ALUM. 0.078" MIN. THICK) A0.6001 34 'SILICONE DPTIGNS. OOW CORNING B99SCHNEE-NOREHEAD 5731 T11EMC0 SPECTRUM 2 INSULATED LAMINATED GLASS COMPOSITION TYPE A PI'01 0IA58 DRS=WnONDETAIL I IASm4ATE DESCREP71ON - 1 I/8' ANNEALED GLASS ,�: E 0,090' PLASTIC INTERLAYER Q l/4' SAFLEX PVB PERIMETI 3 1/8' ANNEALED GLASS ---jl- By- 'SOLUTIASEALANT 4 I/4• INSULATED AIR SPACE 5 . 1/8' ANNEALED GLASS 00 1 nal INSULATED LAMINATED GLASS COMPOSITION TYPE C rTEM CLASS DESCRIPTION DETAz LOONATY DESCRIPTION I 1/0' ANNEALED CLASS . - E40 2 0,090' PLASTIC INTERLAYER U4' PVB3 V8' ANNEALED GLASS By,-DlPONT. 4 1/4' INSULATED AIR SPACE5 1/B' ANNEALED GLASS d) ' INSULATED LAMINATED GLASS COMPOSITION TYPE G HELI OU,SO DRSCRD'7TON DEIAM IAIONATE DESCRIPTION 1 1/8' HEAT-S7RENGHTENED CLASS _ _ a = 2 0,090' PLASTIC INTERLAYER Q i/4' PVB 3 1/8' HEAT-STRENGHTENED CLASS 'T===_ -=_='T-F' By. 'DUPONT' 4 1/4• INSULATED AIR SPACE - 5 1/6' ANNEALED GLASS (■) 1 � -_ � Da4Y (■) WINDOWS WITH GLASS TYPES 'A, C, OR G' INSTALLED ABOVE 3OFT. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED, GLAZING DETAILS AND OPTIONS LOWER'PRESSURES OF — Y OR MULL SHALL GOVERN -0 12 X 3/4' S.D.S. FLAT HEAD, PHILLIPS. (SEE ELEVATION AT SHEET A2 FOR MAX. FASTENER SPACING AND OP TABLES,FOR QUANTITY) EXTERIOR GRABE ` WINDOW FRAME PERIMETER CAULKING EXTERIOR ©2 FRAME MULLING DETAIL NOTE: THE LOWER PRESSURES OF THE WINDOW OR MULL SHALL GOVERN X1/4• MAX. ( # 12 S.D.S. X 1 1/4" L. SHIM 1' ( (SEE ELEVATION AT SHEET 02 INTERIOR iC(Sb411 FOR .. FASTENER SPACING) LWINDOW FRAME LAMINATED GLASS COMPOSITION - TYPE B ' 10'BM CLASS DBS(3U3MON DEI'A6 LWINATE DESCRIMON 1 2 1/0' ANNEALED GLASS 0109V PLASTIC INTERLAYER SAFLEX/KEEPSpFE By. •SfAUTIA' 3 1/8' ANNEALED GLASS naw' B) ALUMINUM : 6063 -TS MIN. 2 (ALUM. 0.078" MIN. THICK) METAL STR TUR , ATTACHMENT D .TAIL LAMINATED GLASS COMPOSITION - TYPE D 3 rT611 GLASS MRS RTPTION DETAIL TAwNATB DESCRO'TION I 1/8• HEAT-37RENGH7ENED GLASS BUTACIIE PVB 2 0.090• PLASTIC INTERLAYER -- By. 'DUPGNT' 3 1/8' HEAT-S7RENGHTENEO GLASS Oa40' 1 VENT MEETING RAIL 6063-T6 ALUMINUM 6 L-7707 LAMINATED GLASS COMPOSITION - TYPE E VENT TOP/BOTTOM RAIL 7 CIA3.9 DE9CItIPIION DSTAM, LAYOUTS DESCR@1TON l 2 1/8' HEAT-STflENGfITENEO GLASS OA90• PLASTIC INTERLAYERWIT7=9--Z SAFLEX/KEEPSAFE By, 'SDLUTIA' 3 1/8' MAT-STRENG14TENED GLASS 1 VENT JAMB LATCH RAIL 6063-T6 ALUMINUM 9 L-8702 LAMINATED GLASS COMPOSITION - TYPE F FRAME SILL TRACK RSY GI.18E DESCRIPTION OEfA1L IAMINATB DBSCRIPEIGN 1 1'.. 1/0• ANNEALED GLASS BUTACITE PVB 2 PLASTIC INTERLAYER Bye 'DUPDNT' 3 1 1/8' ANNEALED GLASSna4Y 12 ALUMINUM MULLION - SEE MULLION APPROVALS FOR MULLION TYPE, SIZE AND MAX. DESIGN PRESSURE LIMITATIONS. (ALUM. 0.078" MIN. THICK) A0.6001 34 'SILICONE DPTIGNS. OOW CORNING B99SCHNEE-NOREHEAD 5731 T11EMC0 SPECTRUM 2 INSULATED LAMINATED GLASS COMPOSITION TYPE A PI'01 0IA58 DRS=WnONDETAIL I IASm4ATE DESCREP71ON - 1 I/8' ANNEALED GLASS ,�: E 0,090' PLASTIC INTERLAYER Q l/4' SAFLEX PVB PERIMETI 3 1/8' ANNEALED GLASS ---jl- By- 'SOLUTIASEALANT 4 I/4• INSULATED AIR SPACE 5 . 1/8' ANNEALED GLASS 00 1 nal INSULATED LAMINATED GLASS COMPOSITION TYPE C rTEM CLASS DESCRIPTION DETAz LOONATY DESCRIPTION I 1/0' ANNEALED CLASS . - E40 2 0,090' PLASTIC INTERLAYER U4' PVB3 V8' ANNEALED GLASS By,-DlPONT. 4 1/4' INSULATED AIR SPACE5 1/B' ANNEALED GLASS d) ' INSULATED LAMINATED GLASS COMPOSITION TYPE G HELI OU,SO DRSCRD'7TON DEIAM IAIONATE DESCRIPTION 1 1/8' HEAT-S7RENGHTENED CLASS _ _ a = 2 0,090' PLASTIC INTERLAYER Q i/4' PVB 3 1/8' HEAT-STRENGHTENED CLASS 'T===_ -=_='T-F' By. 'DUPONT' 4 1/4• INSULATED AIR SPACE - 5 1/6' ANNEALED GLASS (■) 1 � -_ � Da4Y (■) WINDOWS WITH GLASS TYPES 'A, C, OR G' INSTALLED ABOVE 3OFT. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED, GLAZING DETAILS AND OPTIONS LOWER'PRESSURES OF — Y OR MULL SHALL GOVERN -0 12 X 3/4' S.D.S. FLAT HEAD, PHILLIPS. (SEE ELEVATION AT SHEET A2 FOR MAX. FASTENER SPACING AND OP TABLES,FOR QUANTITY) EXTERIOR GRABE ` WINDOW FRAME PERIMETER CAULKING EXTERIOR ©2 FRAME MULLING DETAIL NOTE: THE LOWER PRESSURES OF THE WINDOW OR MULL SHALL GOVERN X1/4• MAX. ( # 12 S.D.S. X 1 1/4" L. SHIM 1' ( (SEE ELEVATION AT SHEET 02 INTERIOR iC(Sb411 FOR .. FASTENER SPACING) LWINDOW FRAME NOTE: EXTERIOR 1. ALL STEEL IN CONTACT WITH ALUM. TO BE PAINTED OR PLATED. READ. 2. METAL STRUCTURES: REMARKS A) STEEL : Fy - 36 HSI MIN. L-7703 (STEEL 18 GA. MIN. THICK - 0.048') FRAME HEAD B) ALUMINUM : 6063 -TS MIN. 2 (ALUM. 0.078" MIN. THICK) METAL STR TUR , ATTACHMENT D .TAIL PRODUCTREVISED as wmplyiug 4VIU1 WB Florida Duild�ng Codo � OQ. w Acu lmlw No V 1 Miami `PmdOclCbOtID � o O HS -8700 FLANGE FRAME WINDOW BILL OF MATERIALS ITEM PART # READ. DESCRIPTION REMARKS 1 L-7703 I FRAME HEAD 6063-T6 ALUMINUM 2 L-8701 I FRAME SILL 6063-T6 ALUMINUM 3 L-7701 I FRAME FXD. JAMB 6063-T6 ALUMINUM 4 L-7704 I 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 I FRAME VENT JAMB 6063-T6 ALUMINUM 0 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 REO'R GLAZING BEAD ( 3/8') 6063-T5 ALUMINUM 12 FS -006 AS REO'D. FRAME ASSEMBLY SCREWS 48 X 3/4' P.M. PHILLIPS 13 FS -040 AS REGO. INSTALLATION SCREWS #14 SMS F.H./PHIL. 14 L-7531 AS REQ'D, VINYL BULB 1/4' DIA. BULB 113033 15 PWS -0O3 AS REQ'D. FIN SEAL WEATHERSTRIP .187' w x .230' h- 16 PWS -005 AS REO'D. FIN SEAL WEATHERSTRIP .187' w i( .350' h 17 PWS -009 AS REG'D. FIN SEAL WEATHERSTRIP .187' w x .310' h 18 L-7711 AS REQ'D, GLAZING BEAD ( INSULATED) 6063 -TS ALUMINUM 19 PWS -001 AS REG'D. PILE R GLAZING BEAD ,187' w x .150' h 20 L-8706 AS REQ% SILL RISER ADAPTER 6063-T5 ALUM.- OPTIONAL L-7539 2 VENT EXTRUDED SPRING LATCH 6063-T5 ALUMINUM HC-057-1 2 VENT MOLDED SPRING LATCH MOLDED NYLON FP3 L-7523 1 x LATCH LATCH SPRING STAINLESS STEEL M 2 SILL/JAMB JOINT GASKET 1/16' CLOSED CELL FOAM FS -041 2 SILL RAIL ASSEMBLY SCREW DB 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 I SCREEN FRAME & MESH ■ 29 ■ 1 ATTACHMENT SCREW 0 CLIP 08 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-6830 X Anchor FRAME SILL ANCHOR CLIP 6063 -TS ALUMINUM 33 x 2 LAMINATED GLASS See Detolls 9 L.H. of sheet 9 34 ■ AS REQ'O. GLAZING SILICONE See Detolls 8 L.H. of sheet 9 35 OPTIONAL AS REO'D, COLONIAL FALSE MUNTIN ALUMINUM 36 SM -5504 AS REO'D. JOINT SEALANT ■ 37 ■ AS REQ'D. PERIMETER ACRYLIC CAULK OST POLYSEAMSEAL PRODUCTREVISED as wmplyiug 4VIU1 WB Florida Duild�ng Codo � OQ. w Acu lmlw No V 1 Miami `PmdOclCbOtID � o O O 3 � � A W v~ia� ca o d a A C) iE VI A � D 34v C� z k � O DO D. Ppa � c C Z c I C LA 0 o ® tr a jl) O N 0 A H ra�I"r a N U a O cc N cc H (/3 puff * I FRAME HEAD L-7703 (D 2A43 FRAME FIXED JAMB L-7701 .7 114 SILL TRACK L-8702 FRWr M 0 FRAME TOP CORNER fB2A51AULHM FRAME QOTrOM CORNER FRWE MEETING UL VENT TOP .00 RNR vaff I= PAL k2) L FRAME LL MEETING RAIIIII FFMF SKI VENJ BOTTOM CORNER 12 FRAME & SASH CORNER ASSEMBLY DETAILS 0 g ts ig z E.4 rkk C) co W 10, L 0 SILL L-8705 RETAINING CLIP CLL L466 FRAME SILL L-8701 2.374 FRAME VENT JAMB L-8703 e"- 43 VENT SPRING LATCH L-7639 VENT INTERLOCK RAIL L-7705 me— L',I 6e FIXED MEETING RAIL L-7704 LN as VENT TOP BOTTOM RAIL L-7707 7.375 .062 IUS VENT JAMB RAIL L-7706 77 00 _me rM SILL ANCHOR CLIP L-8830 32 ASSA94 I- 2.794-17 GLAZING BEAD L-7708 ry 711� GLAZING BEAD o As SILL RISER ADAPTER T T PRODUCT1111WED 41.. ........ UP cm .'d 2 Planning & Development Services Department Building & Code Regulations 2300 Virginia Avenue Fort Pierce, Florida 34982 (772) 462-1553 OWNERBUILDER AFFIDAVIT DISCLOSURE STATEMENT F.S. 489.103 (7) EXEMPTIONS State law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that -law. -The exemption -allows you, as -the -owner -of -your --property; to act -as-your _own-contractor_even- though you do not have a license. You must provide direct, on-site supervision of the construction yourself. You may build or improve farm outbuildings, a one -family or two-family residence for your use and occupancy. You may also build or improve a commercial building at a cost not exceeding $75,000.00 as long as it is for your own use or occupancy. You may not build or improve said structures for the purposes of selling or leasing that building. If you sell or lease a building you have built or improved within one year after construction is complete, then a presumption is created that it was built or improved for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person to act as your contractor or to supervise people working on your building; it is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. You may not delegate the responsibility for supervising work to a licensed contractor who is not licensed to perform the work being done. Your construction must comply with all ap laws, ordinances, building codes, and zoning regulations. Initial I understand that the building official and inspectors are not there to design or give advice on how the minimum code. Initial �. I understand that as an owner -builder that any contract disputes with sub -contractors and I must be han led in a civil court with the advice of an attorney. This department will not mitigate any contract disputes. Initial I understand that if I compensate any person or company for work performed they are required to be licensed in this jurisdiction. If for some reason they do not possess a Iicense, I may be responsible and liabl e cost of the license. Initial I understand that if any person that is unlicensed and uninsured gets injured on my construction pro'ect- they may be entitled to workmen's compensation. I could be held liable for all doctor, lawyer and related cost, which could include loss of wages during recovery from their injury. Initial To qualify for this exemption under this subsection, an owner must personally appear and sign the building permit application and initial the above. I hereby acknowledge that I have read and understand the above disclosure statement and that I further understand that any violation of the terms of the owner/builder exemption shall be reported by the Building and g Departme t to the Florida State Department of Professional Regulation. Signed and acknowledged on this day of V1 A of 20 % . wnerBuilder Signature STATE OF FLORIDA COUNTY OF The foregoing instrument was acknowledged before me this day of - , 20 , by who is personally known to me, or who has produced as identification. Signature of Notary Type or Print Name of Notary (Seal) Title: Notary Public Commission Number SLCPDSD Revised 05/15/2014