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HomeMy WebLinkAboutProduct Approval - sliding door 1 i Business a Professional a ! r SCIS Home Log In User Registration Hot Topics ! Submit Surcharge Stats&Facts Publications Contad Us SCIS sft Map links Search F 'da Product Approval q0o" USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Debil FL# FL15428-116 r Application Type Revision I Code Version 2017 Application Status Approved W *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Lawson Industries Address/Phone/Email 8501 NW 90th Street Medley, FL 33166 (305) 696-8660 Ext 226 tom@lawsonwindows.com Authorized Signature Thomas Sotos tom@lawsonwindows.com Technical Representative Thomas]Sotos Address/Phone/Email Lawson Industries 8501 NW 90th Street Medley,FL 33166 (305)696-8660 tom@lawson-industries.com Quality Assurance Representative Steven Bailey Address/Phone/Email 8501 NW 90th St. Medley,FL 33166 (305)696-8660 Ext 287 steven@lawsonwindows.com Category Windows Subcategory Horizontal Slider Compliance Method Certification Mark or Listing Certification Agency Miami-Dade BCCO-CER Validated By Miami-Dade BCCO-VAL Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 08/09/2019 Date Validated 08/14/2019 Date Pending FBC Approval Date Approved 08/17/2019 Summary of Products FL# Nodel,Number or Name Description 15428.1 8500 Non-Impact Flange Frame 8500 Non-Impact Flange Frame Horizontal Rolling Window- Horizontal Rolling Window X0,OX,XOX Configurations Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL15428 R6 C CAC 17-1212.16.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 01/26/2021 Design Pressure: +73.3/-100 Installation Instructions Other: FL15428 R6 II 17-1212.16.odf FL15428 R6 II FL15428 Eauivilancy Letter.odf Verified By: Miami-Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: ._.-_--- 15428.2 8600 Non-Impact Fin Frame 8600 Non-Impact Fin Frame Horizontal Rolling Window-XO, Horizontal Rolling Window OX,XOX Configurations Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL15428 R6 C CAC 17-1212.15.r)df Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 02/23/2021 Design Pressure: +73.3/-100 Installation Instructions Other: FLIS428 R6 II 17-1212.15.pdff FL15428 R6 II FL15428 Eauivilancy Letter.odf Verified By: Thomas J.Sotos, P.E. 55225 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: 15428.3 8700 Impact Flange Frame 8700 Impact Flange Frame Horizontal Rolling Window-XO,OX, Horizontal Rolling Window XOX equal lite,XOX un-equal lite Configurations Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL15428 R6 C CAC 19-0708.09 (HS-8700),pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 04/11/2022 Design Pressure: +80/-80 1 Installation Instructions Other: Duraseal spacer to be used for all insulated lites. Glass FL15428 R6 I1 19-0708.09 (HS-8700)dff Iites wider than 36"shall have two setting blocks per FBC Verified By: Miami-Dade BCCO-CER 2411.3.3.1 requirements. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15428.4 8800 Impact Fin Frame Horizontal 8800 Impact Fin Frame Horizontal Rolling Window-XO,OX Rolling Window-XO,OX Configurations Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL15428 R6 C CAC 18-0808.06.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 10/09/2023 Design Pressure: +60/-60 Installation Instructions Other: FL15428 R6 II 18-0808.06.odf FL15428 R6 II F i 428 ouivilancy Letter. Verified By:Thomas].Sotos, P.E. 55225 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: !Sack fdext Contact Us::2601 Blair Stone Road,Tallahassee Fl.32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.goopylight 2007-2013 State of Florida.::Privacy tatement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.'Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click_here_. MIAMI•DiADE MIAMI-DARE 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.eov/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"HS-8700 Horizontal Rolling Flange Impact Window", sheets 1 through 10 of 10, dated 05/30/09, with revision E, dated 06/21/19, prepared by manufacturer, 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. 17-1212.17 and consists of this page 1 and evidence pages E-1, E-2, E-3 and E-4,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No. 19-0708.09 QTY Expiration Date: April 11,2022 Approval Date: August 01,2019 yj7ItT,l7 Page 1 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 02-0227.05) 2. Drawing No. L8700-0901,titled "HS-8700 Horizontal Rolling Flange Impact Window", sheets 1 through 10 of 10, dated 05/30/09, with revision 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 (1/4-1/2-1/4 and 1/3-1/3-1/3) configuration, prepared by Hurricane Engineering&Testing, Inc., Test Reports No. HETI-10-3049 and HETI-10-3051, dated 03/23/11,signed and sealed by Candido F. Font,P.E. (Submitted under NOA No. 11-0 705.10) 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along with marked-up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window, XOX (1/4-1/2-1/4 and 1/3-1/3-1/3) configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-10-3047, HETI-10-3053, HETI-10-3057, HETI-10-3130, HETI-10-3223 and HET-10-3225, all dated 03/23/11, and signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 11-0705.10) 3. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of an aluminum horizontal sliding window, XOX (1/4-1/2-1/4 and 1/3-1/3-1/3) configuration, prepared by Hurricane Engineering& Testing,Inc., Test Reports No. HETI-10-3048, HETI-10-3049I, dated 11/09/10, HETI-10-3050, HETI-10-3052B, HETI-10-30569. HETI-10-3131, HETI-10-3224 and HETI-10-3226, all dated 03/23/11, and signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 11-0705.10) 4. Test reports on: 1)Large Missile Impact Test per FBC, TAS 201-94 2)Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of an aluminum horizontal sliding window, XOX configuration, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-10-3251,dated 04/25/11, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA No. 11-0705.10) Manuel P r 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(CONTINUED) 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-08-2116B,all dated 02/28/08, and signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 09-0706.05) 6. Test reports on: 1)Air Infiltration Test, per FBC, TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411 3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window,XO configuration,prepared by Fenestration Testing Laboratory, Inc.,Test Reports No. FTL-3097,FTL-3098 and FTL-3364, dated 12/06/01, 12/11/01 and 01/28/02, respectively,all signed and sealed by Luis Antonio Figueredo, P.E. (Submitted under NOA No. 02-0227.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by Lawson Industries, Inc., dated 05/28/09, revised on 07/10 and updated on 01/25/12, signed and sealed by Thomas J. Sotos,P.E. (Submitted under NOA No. 12-0127.08) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 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. aftaA"�� - Manue Pe .E. Product Control E am er NOA No. 1 .09 Expiration Date: April 11,2022 Approval Date: August 01,2019 E-2 Lawson Industries,Inc_. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTINUED) 2. Notice of Acceptance No. 17-012,05 issued to Eastman Chemical Company (MA) for their"Saflex Clear and Color Glass Interlayers", expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance, complying with the FBC 61h Edition (2017), dated November 17, 2017, issued, signed and sealed by Thomas J. Sotos, P.E. (Submitted under NOA No. 17-1212.17) 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. HETI-10-3047, HETI-10-30489 HETI-10-3049,HETI-10-3049I, HETI-10-3050, HETI-10-3051, HETI-10-3052B, HETI-10-3053, HETI-10-3056,HETI-10-3057,HETI-10-3130, HETI-10-3131, HETI-10-3223, HETI-10-3224, HET-10-3225 and HETI-10-3226, all issued by Hurricane Engineering& Testing, Inc., dated 11/09/10, 03/23/11 and 04/25/11, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 11-0 705.10) 4. Laboratory compliance letter for Test Report No. HETI-10-3251, issued by Hurricane Engineering &Testing, Inc., dated 04/25/11,signed and sealed by Rafael E. Droz- Seda, P.E. (Submitted under NOA No. 11-0 705.10) 5. Laboratory compliance letter for Test Reports No. HETI-08-2033, HETI-08-2034, HETI-08-2035, HETI-08-2036, HETI-08-2037, HETI-08-2038, HETI-08-2116A and HETI-08-2116B, all issued by Hurricane Engineering&Testing, Inc., dated 01/15/08 through 02/28/08, and signed and sealed by Candido F. Font,P.E. (Submitted under NOA No. 09-0706.05) 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 "HS-8700 (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"HS-8700 Horizontal Rolling Flange Impact Window", sheets 1 through 10 of 10, dated 05/30/09, with revision E dated 06/21/19, prepared by manufacturer, signed and sealed by Thom J. o os, P.E. Manuel PCxa4er E. Product Control NOA No. 109 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, g Loadin per FBC TAS 202-94 3)Water Resistance Test,per FBC TAS 202-94 4)Large Missile Impact Test per FBC, TAS 201-94 5)Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test,per FBC 2411 3.2.1, TAS 202-94 along with marked-up drawings and installation diagram of a series HS-8700 flange frame aluminum horizontal sliding window,XO and XOX configurations, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-10715, dated 05/08/19, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE L 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 61 Edition (2017), dated June 24, 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. 18-1697 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 a P.E. Product Contr Exa finer NOA No. 708.09 Expiration Date: April 11,2022 Approval Date: August 01,2019 E-4 A AI A AI General Notes: 04 to o 4 1.) THIS WINDOW SY3TF.1L 13 DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE (2014-5th Edition & 2017-8th Edition, INCLUDING o q x // \\ HIGH VELOCITY HURRICANE ZONE (HVHZ) AND ASTM 1300-09. THIS PRODUCT 19 'o e h W IMIACT RESISTANT. (SHUTTERS NOT REQUIRED) M'j 03 \� 2.)WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING o E- o �/% ��/' `.\�• �� RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS v'c'o 6 0 OF THE FLORIDA BUILDING CODE & TO BE REVIEWED BY BUILDING OFFICIAL. a ig 2 3J Sig -R � ^ ALL WINDOW SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER 3irn W z (O.C.), AND AS TABULATED ON SHEETS 8, 7, or 8. Z� o o C7 8 81 8 B 1 94 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE W= ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND TO BE REVIEWED BY BUILDING OFFICIAL m n. lc f,A o Nom: OX }{0 5.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES TABULATED HEREIN (SEE S}INETa �'8, 7or 8) AND FOR USE WITH DOUBLE GLAZE x o 1 REM 70 SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. , , " r- 2 FOR VERTICAL CROSS-SECTION DETAILS "A.Al. B, & B1'REFER TO SHEET#3 LAMINATED INSULATED GLASS TYPES TABULATED HEREIN (SEE SHEETS /8, 7 or 8). 3) FOR HORIZONTAL CROSS-SECTION DETAILS "C, D. & E"REFER TO SHEET y4 6.) WINDOWS WITH GLASS TYPES "A, C. OR G" INSTALLED ABOVE 30FT. y 4) REFER 7'0 SHEET 8 OF 10 FOR DESIGN LOAD CHARTS AND N07£S. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. p A AL 7.) SEE SHEET 4 FOR LACK DETAILS & OPTIONS. s 8.) SEE SHEET 9 FOR GLASS TYPES. 9.) SEE SHEET 6 FOR DESIGN PRESSURES ON "XO or OX" WINDOWS. O a N w 10.) SEE SHEET 7 FOR DESIGN PRESSURES ON EQUAL-LITE "XOX"WINDOWS. T c a 11.) SEE SHEET 8 FOR DESIGN PRESSURES ON UN-EQUAL LITE "XOX" WINDOWS. l /1 a O o 12.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 3, 4, or 9. 94o /.' 13.)EXT. &INT. FALSE COLONIAL MUNTINS ARE OPTIONAL& AND ARE APPLIED W/ SILICONE E\\ D \\ E 14.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED co A (BY OTHERS). PRIOR TO WINDOW INSTALLATION. (SEE SHEET /3, 4 & 5 FOR DETAILS p I &NOTES) WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE FBC CHAPTER 24 8 1 SECTION 11.3.3.3. ITI � � x 16.)APPROVAL APPLIES TO SINGE UNITS OR SIDE BY SIDE MULLED UNITS. 18.) SEE SHEET / 6 FOR MULLION/METAL ATTACHMENT DETAILS, NOTES&OPTIONS. %OX E ual Lite (1/3-1/3-1/3) 17.)MULLING HORIZONTAL SUDING WINDOWS WITH OTHER TYPES OF MIAMI-DARE COUNTY APPROVED Q WINDOWS USING A U"-DARE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT S e NOTES THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY TO THE 1) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. ENTIRE MULLED SYSTEM. 2) FVERTICAL CROSS-SECTION DETAILS "A.Al.B. & Bl"REFER TO SHEET,y3 3) O R FOR HORIZONTAL CROSS-SECTION DETAILS "D. & E" REFER TO SHEET N5 i7 4) REFER TO SHEET 8 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. 8 a� n a a s {L�{HILIIt��I XOX - Un-Equal Lite (1/4-1/2-1/4) NOTES: PRODUCT REVISFiD pH�; 4 1) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2) FOR VERTICAL CROSS-SECTION DETAILS "A, Al. B. &Bt"REFER TO SHEET 03 Building Code " 3) FOR HORIZONTAL CROSS-SECTION DETAILS b, & E-REFER TO SHEET/6 A=PU- N01 '0 % 4) REFER TO SHEET 7 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. @ Ilru�oa Dem O �•� SERIES-8700 HORIZONTAL SLIDING IMPACT WINDOW BY . •• M APPROVED ELEVATIONS TEST UNIT SIZE:lll"X 63" * 83 3/8'OVERALL FRAME WIDTH TEST UNIT SFAS:74'X 63' 74.OVERALL FRAME WIDTH DMSTALJATION PA9TENERS 84 3/8'INTERIOR FRAME WIDTH INSPMJATION PASTMERS• 73'INTERIOR FRAME WIDTH al (A) 10 AT FRAME READ TWO Ap��7�pM�L ANCHORS (A)6 AT JTUYE Twoo 7yp AD TI a p a (l4 AT FRAME HEAD IF DP ABOVE 70.0) 611DWIE1�DyAT TESTING RAILS (6 AT PRAIA HEAD W DP ABOVE 70.0 REOOIR I MEETING $ Q (B) l0 AT EA.PRAMS SOL A A 1 /-70PSF C T, OT ODVE (B)6 AT EA PRATE SOL —/-�(4 TOTAAL) o q (14 AT FRAME SRL O DP ABOVE 70.0) �Y (6 AT MAKE SOL R DP ABOVE 70.0) A Al (C) 6 AT EA. PRAYS JAMB t (C)6 AT ISA.PRATE JAI® ,• .O.G ,• r(w1L�q.t�) .SME cEN�(Af.NOTE/S h/a. f(i(ut4o:� ,1/ (Myr•o.c. uMj ml y w •SEE GENERAL NOTE/3 k/4. F a Yki C6ME%') 3'/IL Ca1L AT q O o 1' ; " N •�7y' 0 w f3 V4.Or- M V4.OC Z ti Z 1==_-- i T -t E v, ac Wi � t ==iY� _y C t7 ca o ILC �c i3 f/1.Of u /// / J ___ � =fl 13 V4'at- \ a' Z 14 B B1 ' V 13 w•nc 13 v4'nc F77 ie B B1 0 0 I_l a o o TWO MUTES �� � O < 1.SAIF ANCHOR SPACING AT IEAD t SILL W a Dlf %'L L SME AND13R SPACING AT HEAD L SILL E rt,WET ALSE CILWAL 2.TVO ADDITIONAL ANCN47MS REWIRED APPLIED V/ AT ABOVMEETE IBR MALS FOt WITS VITT AV AS D1NL_ 2.AT MEE DDM5 RAL SANG R U REOUDED V/S AND ARE kOD DP AIUVE.70PSF/-73PSF C4 TOTAL) AVAIL AS IpTIONAL. �IUrr�Eg "XOX" WINDOW EQUAL I.JTF. DP ADpVE./-70PSF U TOTAL) � P%E VERTICAL CROSS-SECTION DETAILS'A,Al,D,L H1'AT SHEET 43 "XO" WINDOW EQUAL LITE x TEST UNIT SIZE: 111 X 68" Z SEE HOUXWAL CROSS-SECTION DETAILS'C,D,L E'AT SHEET 03 NOTES ( OX"REVERSED ) INSTALLATION PASTENE&4 # L SEE VERTICAL CROSS-SECTION DETAILS'A,Al,D,A BI'AT SKIT 43 (A) 10 AT FRAME READ 111'OVERALL FRAME WIDTH Z SEE HDMZONTOL CROSS-SECTION DETAILS-C,D,t E'AT SHEET N 11D• INTER1Et FRAME WIDTH (14 AT FRAME NERD D•DP AROVE 70.0 RTEWpO01ARDTTONAL ANCHORS(B)10 AT EA. FRAYS SILL A Al FOR 1,lUTs"W1 0P ADOVE� S (l4 AT TAA1D:SOL Q DP ABOVE 70.0) ..-7wsr(4 TmAu 1 �Y SERIES-8700 HORIZONTAL SLIDING �fINDOW ` (C)6 AT EA FRAME JAIE >� ,• )Y--1 $ *SEE GENERAL NOTE/3 Nk /4. (IAVL ocJ R R —rX)NINMa) FLANGE FRAME ELEVATIONS — L M.I. -143/6 :o u 13 1/,'OL d li Y G E -4 :$ . : T E t3 vv nc c B 81 j 13 114-DG •.,.ly' - ,L dTi-y wssD z• � W PRODIIC"r RE N —1 :.moyi-NI-ilh tAe AMC"NOTES, Uw)diaH Code q. N L SNE AMLT4i SPACING AT HEAD L SILL E%TT.t INH.FALSSEE CRORAL MINTINS Al A�ceP(T,fce Tao! 8,TWO ADDITIDNAL ANCHOR S REa)IRED�� AMV+LDID V/SIUCONE MID ARE AVAILABLE Z •y, MEETD6 RARE FTF UMTS WITH DP AS OPTIOIM- E�pr tion lhtt / O ••• ARM.70PSF/-> c,iTITAL) "XOX" WINDOW — UN—EQUAL THE •''' `*+ e 1.SEE VERTICAL GIOSS-SECTIO(OETAM$'A.AL B,L BI•AT SHORT 43 Y_ d.��� Z SEE IQtIZO1TAL CROSS-SEC Sonnu u S'C,D,L E'AT SHEET 05 1/4' TAPCON W/ 1 1/4' STUCCO OVER METAL LATH NAILED TO N14 S.M.S. W/ 1 1/4' MIN. EMLAN O CONC. EXTERIOR GRADE PLYWOOD SHEATHING MIN. EMBEDMENT INTO WOOD (SEE ELSHEET N2 L.ALL WOOD BUCKS ENGINEERED SEPARATELY TO BE SPECIFIED BY ARCHITECT OR G.C. (SEE ELEVATION AT SHEET H2 y FOR MASPACING) 6 TO BE REVIEWED BY BLDG. OFFICIAL (TYP.) (EXTERIOR FINISH BY OTHERS) FOR MAX. FASTENER SPACING) q J 2. WOOD BUCK AND FRAMING (NOT BY LAWSON 4 1 1/8' MIN. NOT BY LAVSON INDUSTRIES, INC. ,o 0 0 INDUSTRIES) MUST SUSTAIN LOADS IMPOSED GE DISTANCE BY THE GLAZING SYSTEM '�{ �^,� n'o O 0 A v -0 1 1 4' MINc'° V oAEMSEDMEN '1 d.: d d. vp. � 2XV MIN. o EDGE MICE E~ m C,<< W 2 Lo EXTERIOR GRADE---/ 12 1/4'MAX. 1 1/4• a i PERIMETER CAULKING SHIM SPACE '.i 1 TOd Z) O Y z` 1 zm O " 15 0 � No EXT.GRAVE PERIMETER V4'MAX. .ti. a. p: 14 i; 15 I 6 CAULKING NOT BY SHIM SPACE �• O [) 'LAV SON INDUSTRIES', j' TD BE APPLIED BY OTHERS R�'I l n O 'T' 8 V r (TYPJ v 1 a OO h I CLEAR SILICONE ADHESIVE EXTERIOR I I `Ai ? BEDDING COMPOUND INTERIOR ti x 34 OE. EXTERIORINTERIOR A 101 v ALTERNATE DETAIL LAMINATED GLASS 5 yw31 33 a a 14 ' j� I t WOOD FRAME INSTALLATION DETAII, _ 8y w " 6 o� _ �! 2FA 7 T g WINDOW INSTALLATION NOTES: z i3 3 1.THE WINDOW FRAME FLANGE TO BE BACK-BEDDED W/ AN EXT. GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE I BY WINDOW INSTALLER(TYP) y 9 ISI 20 2 THE EXPOSED EXT.PERIMETER OF THE WINDOW FRAME TO II Z G i 36 H!-RISE SILL- OPTIONAL BE SEALED V/ AN APPROVED EXTERIOR GRADE CAULK S + I. 26 FOR DP ABOVE *70.0 PSF BY OTHERS(TYPJ 2 I i I (*80.0 DP MAX.) I'I SEE DP CHARTS W •WHIW THE GAP BETWM THE WINDOW FRAME AND THE BUCK OR SHEETS 04, 45, L 116. MASONRY IS LESS THAN 1/8•, SHM ARE NOT REQUIRED. O III 10 32 13 III ANCHORS NOTE:EXTERIOR PERIMETERGCAULKING EXT. GRADE4'ANC�TAPCONS or APPROVED RS TO BE *12 SMS OR INC. FRA TENERS INWS INTO �ODCONC., ,,44zF' CAULK WITH A MINIMUM OF 11/4' PENETRATION INTO WOOD OR ............ A - CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) ,��:' a ` ) 9;..-aJd e A .•da<ad.°'1 e ' 1.da/4'MAX. .a<:<.,. =a I d• X IFL SIM SPACE SHIM SPACE (TYPJ Q 1/4' TYPJ d 1 1/4' MIN. "?>DLITRVIS[D ME10 HEMB0 NT EMBEDMENT a ySM 3 dnndd !kad d 41 1 1/8' MIN. F, _ EDGE DISTANC By OPTIONAL 2111 LIT II A4iKid Prod.<t amu /• y/ •••ReHc(� ` a 1. ALL W00D BUCKS ENGINEERED SEPARATELY 2X W(mD BUCKS 6 TO BE REVIEWED BY BLDG. OFFICIAL (TYP.> BY OTHERS (TYP.) 2. WOOD BUCK AND FRAMING (NOT BY LAWSON q O INDUSTRIES) MUST SUSTAIN LOADS IMPOSED o A INTERIOR FINISH BY THE GLAZING SYSTEM ,�o $ f a m > - ' .PT. WOOD BUCKS U r, 21 23 LAMINATED GLASS (^o v 6 0 80� c a t/4'MAX. 33 SILICONE ADHESIVE 0 N14 S.M.S. W/ 1 1/4' SNIT SPACE BEDDING COMPOUND SHIM SPACE .,4'MAX _ v W ' MIN. EMBEDMENT INTO WOOD. YP c7YP� (SEE ELEVATION Al SHEET M2 DiTER10R i o FOR MAX. FASTENER SPACING) 2X 7 17 34 5 27 3 ` m 1 i 0 TAPCON W/ 1 1/4' o 1 1/4' MIN. MIN, EMBEDMENT INTO CONC. g EM NT __ _ (SEE ELEVATION AT SHEET N2 Z 14 ---- — FOR MAX. FASTENER SPACING) O )X ' O 12 • �._ a O 1' MIN. � • DISTANCE .16.. d 1 I/4'MIN. O 0 s 17 g ,- _..__ _.._.._.. EMBEDMENT O ") -- ---------- ------ < a 1 1/8'MIN. M1I -- p O o Q EXTERIOR - EDGE DISTANCE R WALL FINISH ,;. • C BY OTHERS (TYPJ `'"`r'' j i.10(TERIOR 18 19 11 `� a'• � t` . O o EX�RADE • STUCCO OVER METAL LATH NAILED TO EXTERIOR GRADE PLYWOOD SHEATHING EXT.GRADE PERIMETER O U TO BE SPECIFIED BYY ARCHITECT!R G.C. CAULKING NUT BY (EXTERIOR SON D OTHERS) TO WSON INDUSTRIES', 73' MAX. NUT BY LAVSON INDUSTRIES,INC. (T BE APPLIED BY OTHERS (TYPJ WINDOW FRAME BUCK WIDTH 8 0 74' MAX, q p $ z3 WINDOW FRAME FLANGE WIDTH "XO" WINDOW EQUAL LITE y $ ( -OX" REVERSED ) f W ~ WINDOW INCI TIeTION NO 8 4 _ 30 31 � p 8 8 1. THE WINDOW FRAME FLANGE TO BE BACK-BEDDED W/AN EXT. S Z Z ii GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER DF FLANGE BY WINDOW INSTALLER(TYPJ S 2. THE EXPOSED EXT. PERIMETER IF THE WINDOW FRAME TO (([ e BE SEALED V/ AN APPROVED EXTERIOR GRADE CAULK uUU 22 21 • BY OTHERS(TYPJ 5 MASONRY IS IMS THAN 11WHEN THE GAP /8 SHIMS ARE NOT REQUIRED.HE WINDOW FRAME AND THE RUCK OR .`,IITTr&'"`"z �� ANCHORS NOTE / n u ti ANCHORS TO HE N12 SMS OR WD. SCREWS INTO WOOD, OR n7 P LOCK (LATCH AND SWEEP) OPTIONS 1/4 TAPCONs or APPROVE➢ CONC. FASTENERS INTO CONC., P�ooLCTBiwsFA ) WITH A MINIMUM I t/4' PENETRATION INTO WDOD OR ���� wnh the 1. BOTH ERRE DEDQUA ALUMINUM AND PLASTIC IIFTND ILA. CONC, (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) - Buimin Cade /� o IACILS ARE QUALIFIED FOR USE ON ALL WINDOWS. No !•.G�A/`/4f 2. BOTH DIE CAST AND NYLON CAM LACKS ARE QUALIFIED AY"°"°°`a,G; FOR USE ON ALL WINDOWS. ,�• 3. Two (2) LOCKS ARE REQUIRED PER EACH VENT. BY IAL P ��' '•••••••.•�• � 4�Tp:'i,c'.ct•,; < Gl - A 12 X 1 3/4' S.M.S. 1 1/4' MIN. WOOD EMBED CSEE ELEVATION AT SHEET W2 FOR MAX. FASTENER SPACING) c A CLEAR SILICONE ADHESIVE PT. WOOD BUCKS m q Z a m 1/4 MAX21 22 23 34 BfDDING COMPOUND SHIN SPACE LAMINATED GLASS (TYPJ 1/4•MAX ° n m 3 U Q 33 EXTERIOR SHIM SPACE H c) m v Q !3 0 . 7 17 <TYP 5 27 30 31 m� C9 C 1/ EMBEDMENT INTO CONCM . 4' TAPCON V/ 1 1/4' = R IN. = c SEE ELEVATION AT SHEET N2 W= Z 14 - _ ___ 12 _ __- FOR MAX. FASTENER SPACING) m 3 a �. G a 6 i k z 17 o MBED 1/1' IT 18 ___ O 8 - MBEDME a . 1 �----- ------'--------' a a 1 1/8' MIN. EDGE DISTANCE S ,N. a EXT. GRADE �rJ^) p OCT. GRADE °' - ) a x CAULK CAULK O O -41 oo WINDOW FRAME BUCK WIDTH WINDOW FRAME FLANGE WIDTH "XOX" WINDOW EQUAL AND UN—EQUAL LITE 8 tE� WINDOW IMA i eTION NOTES: R `g 1. THE WINDOW FRMS FLANGE TO BE BACK-BEDDED V/ AN EXT. - GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE 1 BY WINDOW INSTALLER (TYP.) b '� 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO ■e tr BE SEALED V/AN APPROVED EXTERIOR GRADE CAULK ■ BY OTHERS(TYP.) 'B$ ■ g •WHEN THE GAP BETWEEN THE WBWW FRAME AND THE BUCK OR ` tz MASONRY IS LESS THAN 1/8", SHDn ARE NOT REQUIRED. ANCHORSNOTE < o { ANCHORS TO BE #12 SMS OR VD. SCREWS INTO WOOD, OR j 1/4' TAPC13NS or APPROVED CONC. FASTENERS INTO CONC., au.f WITH A MINIMUM OF 1 I/4' PENETRATION INTO WOOD OR wccc'c�� CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) PR()DUC-r REVISED m complying with the Florida 'A :luilding Code Acceptsocc Nu� � �� G ': C 'oa Date Il � M aik Product r i cif ,c+�ww f1:N` O Z W N W N W N W N W N J Q�P.W(,� (.� Q�ap s? Q�pp A-'v O A� v0 A�V 0 Acv 0 A� v0 NO WQt A Ns �01A NOw 01A NOw �A (n N to N L" N (n N (r U 1r w U, (n N rnp�rn U�F. t�F. N t� O�Q�Q�p� Q� p y? y W (.7 (,,�W Z •'r w(J93 9 O9 F. 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Mon, rn R rni rn rnt rn rn rn O� rn O� rn rn D �U+c0» Cn�Ln U CJt cT cT cOit Cn Cn N z O O O O O O O O O O O O O O O O O O o 0 0 o 0 0 O O O O O O O O O o 0 0 0 0 O O N do �Z rnw rn Lon) 81,w wrnw m + d m 0o0000o0a00000o00CDo000a000000oo000000000 -1 2 r- O n � o 0 o 0 0 6161610101600 o 0 o 0 00 00 o 0 0 o 01010 000 000 0 0 000 00 N n 07 1-4 J 1-4 V J J J V J J J �t V V J J J V J J J J J J V V V V 2�I1 J J V V J V V J J V + pl \� (n 0 0 0 0 0 0 0 0 0 P. 9 0 0 0 0 0 0 0 O O o 0 0 0 O O 0, 0 0 0 0 0 0 0 0 0 0 (2 0000000 O o o 0 0 O O O O O O O O o o 0 o O O O O O O o 0 o O O O O O O O (/1 J J V J V J V J V J V J V J V J J V V V J J V J V V V J J J J J V J V V V J V \ k O O O O O O O O O O O O P. O O o 0 O o O O O O O O O O O O O O O O O 0 0 0 C-)O 0 00 O O O o 0 0 0 0 0 o O o O o o O O 0 0 0 0 O O O O O O 0 0 0 O O O o 0 0 0 N � O J V J V J J V J V V V J J J J J J V J J V V J V V + y 5 00 O 00 00 o0 o0 000 O o 0 o 0 o 000 0 00 000 Oo 0 00 000 00 (� O O O o 0 O O 0 0 0 0 ca o o O O O O 0 0 0 0 O o 0 0 o 0 O O O O O O o o O O N N f3 -i 0 V V J V V V V J J V J V V J J V V J V V V V J V V V V J V V J V J J J J V J V ' = t O O O O O O O O O O O O O O O O O O O O O O O O O O O O O 0 0 0 O O O O O O O 00 O Oo o0 oo00 o 0 o o 00 00 0000 O o0 000 o00 00 000 00 �.N OD OD co co W co co co OD w ww W w ww ww Coww www co co co www ww + y O O O 0 0 0 0 0 0 0 0 0 0 0 O o o o o o o o O O O O O O O O O O O O O O O O y 0 0 O 0o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a o o O o o o 0 0 0 0 0 O o 0 0 0 0 0 wwwwwwwwwwwwwwwwwww cowwwoowwwww000oEoco00 w 0000000000000000000 , 00o0000o00000000000sc,0000000000000000000 o0o0000000000000w w w w w w w w w w w woo w w w w w w w w w w w w w w w w w ww0000000000000000 00000000) 00000o00 O O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O o 0 o 0 0 0 0 0 0 0 0 0 0 0 o w w w w w w w w w w w w ww w w w w w 00 w w w w w w OD w w w w w ww000000000000000000 000000000000000000000000000000oo0 0000000000000000 N M •A• -a"isen mte col the FBC-zoto 8501 N.W. 90 ST. LA WS ON j1/;., _ � •B•-a•tis•e mt•vow th•rec-zou MEDLEY, FLORIDA 33166 �`�% t 6 •. S'�'� a c.md •• vec s n Emu• (zou) e _+ (I 1,jT5X-YS r PH No. (305) 696-8660 Q J2?J D.C-pli c•./IBC Bin EdW-(7017) .r • '� r Aee.a�..w�� /�..7,— A(ANUFACTURNR OF QUALITY ALUMINUM WINDOWS AND CLASS DOORS r,• ? ej N.Kwo �oe/ao/Dv HS-8700 HORIZONTAL ROILING FLANGE IMPACT WINDOW ;) TA L'f 'lV. +„w M n.r•..,(..r DESIGN LOAD CHART 1FITH GLASS OPTIONS (XO or OX) ?"z N.ouzo a nAv P. w—�+..� "�"'v"""'. 1.8700-0901 a or 10 DATY'i• "Y" DESIGN LOAD CAPACITY PSF -XOX WINDOWS with Un-Equal Lite 1/4112-114 +I-Pro ursss y o FRAME SIZE Jamb s H&S Glass T e"B" '2 lass Type"C" •2 Glass Type"D" •2 Glass Type"E" '3 Glass Type"F" •3 G lass Typ WIDTH HEIGHT Anchors Anchors +oafoaf +Dsf - sf + sf sf + s( sfr52.0 sf sf + sf sf „g o z 60 24 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 65.0 75.072 24 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.00 52.0 65.0 75.084 24 3 8 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.00 52.0 65.0 75.096 24 3 10 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.00 52.0 65.0 75.0 108 24 11 80.0 60.0 80.0 80. 65.0 75.0 65. 75. 52.0 65.0 75.0 ; n r' o 60 36 3 7 80.0 80.0 80.0 80.0 1 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 = d o 72 36 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 o= c 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 0 d R+: g 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 a �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 y $ 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 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 96 48 4 10 52.0 52.0 1 65.0 75.0 65.0 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 Z 60 60 5 7 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 O _ N E 72 60 5 7 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 r, o a q 84 60 5 8 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 x s 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 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 = { 74 26 3 7 80.0 80.0 80.0 80.0 65.0 1 75.0 65.0 75.0 1 52.0 52.0 65.0 75.0 ? m a t 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 `CTI 74 50.625 4 7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 ll 74 58 5 7 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 ��ll 74 63 5 7 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 26 3 9 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 1 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 1 75.0 S ' 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 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 y li 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 2 f 106.25 26 3 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 106.25 38.375 4 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 S 106.25 50.625 4Ml 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 A M 106.25 58 5 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 NI e s 106.25 63 5 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 ¢ _ 111 26 3 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 && r } 111 38.375 4 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0111 50.625 4 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 111 58 5 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.05 52.0 52.0 65. 75.0 65.0 75.0 52 U 52.0 65.0 1 75.0 t�µ�ji1101�1irr� `s •a3.4, Notes (*): 1.) 364 SHEET 9 FOR GLAZING TYPES. DETAILS tr SQICONE OPTIONS. 6 2.) STANDARD 3111 USED ON WINDOWS WRLL +70.0 DP AND BELOW � '� (WINDOWS WITH GLASS TYPES -A, B, C, k D-) S.) HI RISE SQA.ARB FGR WINDOWS ABOVE +70.0 DP j/� j�/ ,�/ PR mp,'vi s wa t,n (WINDOWS WITH GLASS TYPES '6, k F' AND +80.0 DP NAR. /.• /.• /.• t,a°otPCO wi:i; Florida "� td:n:ding Code - o SEE BI RISE SUL DETAIL'Bl'AT SHEEP 3 OF 10. D % 4.) ADDrMNAL ANCHORS REQUIRED AT FRAME HEAD A SILL ON F%:pi:_tirm Uw. WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) 5.) WINDOWS WITH GLASS TYPE A. C, OR G'INSTALUM ABOVE SOFT. Product IN THE HVH2, THE I.G. INTERIOR LSHALL B6 TEMPERED. Y�_ Un-e�yL[tta b4m RE DESIGN LOAD CAPACITY(PSF)-XOX WINDOWS with Equal Lite(1/3-1/3-1/3) +/-Pressures(pst) FRAME SIZE #Jamb #H 8 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) WIDTH HEIGHT Anchors Anchors +psf -psf + psf -psf +psf •psf + pst psf +psf pst +psf -psf H m 60 24 3 7 80.0 80.0 80.0 800 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 3 F a 72 24 3 9 80.0 800 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 ¢ z m m p n 2 a 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 0 < 60 36 3 7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 i o z 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 o z m 84 36 3 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 m i a w o ~orn 60 48 4 7 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 c5 72 48 4 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 650 750 z o 84 48 4 9 52.0 52.0 65.0 750 65.0 75.0 52.0 520 650 75.0 0 60 60 5 7 52.0 52.0 650 75.0 65.0 75.0 52.0 520 65.0 75.0 F 72 60 5 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 v 84 60 5 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 O v o 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 LV o � 53.125 38.375 4 6 80.0 80.0 80.0 80.0' 65.0 75.0 65.0 75.0 520 52.0 65.0 75.0 S 53.125 50.625 4 6 700 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0z 53 125 58 5 6 520 520 65.0 75.0 65.0 75.0 52.0 520 650 75.0 0 wl 53 125 1 63 5 1 6 - - 52.0 52.0 650 750 65.0 75.0 52.0 52.0 650 75.0 j co I wo 74 26 3 9 800 80.0 800 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 x 74 38.375 4 9 - - 52.0 520 650 75.0 65.0 75.0 52.0 520 65.0 75.0 t, 74 50.625 4 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 58 5 9 520 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 750 $ 74 63 5 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 R r 79.5 26 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 520 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 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 52.0 520 65.0 75.0 sq 79.5 58 5 9 52.0 52.0 65.0 750 65.0 75.0 52.0 52.0 65.0 75.0 ;"g�g 79.5 63 5 9 - - 52.0 520 650 75.0 65.0 750 52.0 52.0 65.0 75.0 a 84 26 3 9 70.0 75.0 70.0 75.0 65.0 750 65.0 75.0 52.0 52.0 65.0 75.0 �u 84 38.375 4 9 70.0 75.0 52.0 520 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 €2 x 84 50.625 4 9 - 52.0 52.0 1 650 75.0 65.0 1 75.0 52.0 52.0 650 75.0 84 58 5 9 52.0 520 65.0 75.0 65.0 75.0 52.0 520 65.0 75.0 84 63 5 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 1 65.0 75.0 i�t!rFtva4y. 4n- Notes (i) 1.) SEE SHEET 9 FOR GLAZING TYPES, DETADS x SILICONE OPTIONS h 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW ' (WINDOWS WITH CLASS TYPES -A, B, C, k D-) PRODUCTREViSS13 '�•• �� i / �,cr+tnplyi»g 3.) Fit RISE SDL ARE FOR WINDOWS ABOVE +70.0 DP \ �. � � N 4h the Floridastair od- z (WLNDOWS WITH GLASS TYPES 'E, k F-) AND +80.0 DP NAR. SEE ID RISE SHL DETAIL -BI- AT SHEET 3 OF 10. \ tq E�CPun;.e llk" -O DF .j�q �, 4.) ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD h SILL ON WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) By. � 1°e' 5.) WINDOWS WITH GLASS TYPES -A, C, OR G- INSTAI.I.ED ABOVE 30FT. Miami ads Truduct ' IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. xOx -eyi llt�`- ..e.•547� , D 12 X 3/4'SDS BS-8700 FLANGE FRAME WINDOW BILL OF MATERIALS 3 71 19 ALUMINUM MULLION FLAT HEAD,PHILLIPS. q i 34 SEE MULLION APPROVALS FOR (SEE ElEVA710N Ai SHEET/1 rmm 0 PAU/ REQD. DESCRIPTION EH(♦RL8 C MULLION TYPE.SIZE AND MAX. FOR MAX FAST04M SPACDC AND U CE OP .10TION•, DESIGN PRESSURE LIMITATIONS. DP TABLES FOR QUANTITY) I L-7703 I FRAME HEAD 6063-T6 ALUMINUM � DNOW CON"a" (ALUM.0.078•MM.THICK) 2 L-8701 1 FRAME SILL 6063-T6 ALUMINUM o u C q 0.6w TMOICO SPECTRA 3 L-7701 1 FRAME FXD.JAMB 6063-T6 ALUMINUM ") o o ♦ GIS CO11PO8I170N - TYPE B NOTE'THE LOWER PRESSURES OF GLAZING DEPTH THE WINDOW OR ANLL SHALL GOVERN INTERIOR 4 L_7704 I FRAME FIXED MEETING RAIL 6063-T6 ALUMINUM Dina cum mempre l■tu<�,� �Dompnom 5 L-7705 1 VENT MEETING RAIL 6063-T6 ALUMINUM g rc n 3 0 I Ire'A1aOLLCD GLA! `¢��C Y' Qi' 6 L-7707 1 VENT TOP/BOTTOM RAIL 6063-T6 ALUMINUM 3 a A � E�� a �J 7 L-8703 1 FRAME VENT ,IAMB 6063-T6 ALUMINUM Z a R o 8 L-7706 I VENT JAMB LATCH RAIL 6063-T6 ALUMINUM z LAMATED GLASS CO -TYPE D 9 L-8702 1 FRAME SILL TRACK 6063-T5 ALUMINUM m i pD lt>01 dAm DfDMsrQtn• mum IAIOIAts 000RIOM 10 L-8705 I FRAME SILL RETAINING CLIP 6063-T5 ALUMINUM I I/6'NEAT-FrREHORrErcn GLATS __-�1ROSD*GL PV• --------- II L-7708 AS REQ'D. GLAZING DEAD( 3/8'> 6063-T5 ALUMINUM 8 P 0090'PLASTIC IMFERLAYER FrC� 3 vs'MEAT-siREMortbEn-n �� y Mw(ce,tnc 12 FS-006 AS REO'D. FRMS ASSEMBLY SCREWS R8 X 3/4'P.FL PHILLIPS y < H EXTERIOR('RADE YANDOw FRAME 13 FS-040 AS READ. INSTALLATION SCREWS R14 SMS F.FL/PHIL. L"3NATED G CO N - ■ PERIMETER CAULKING EXTERIOR 34 L-7531 AS REO'A VINYL BULB f/4'DIA BULB 113033 f z Dd I ®v BRML YIOU" 15 PWS-003 AS REO'D. FIN SEAL VEATHERSTRIP .187'w x 230'h Ire•HEAT-STaEw(mcD ILA" ©2 FRAMER M r.i.rNr DET 11. __TIC INTEILIYER MILL%ave 16 PWS-005 AS REG11 FIN SEAL WEATHERSTRIP .187' ■ x.350'h 3 Ire'HEAr STIEIORD ,GLASS y�p C �Eutwen G3rMc.N eo 17 PVS-009 AS REO'D. FIN SEAL WEATHERSTRIP .187'r x.310'h O p 18 L-7711 AS REO'D. GLAZING BEAD( INSULATED) 6063-T5 ALUMINUM c IAMATED GIAISS COMPOSITION --TYPE F APPROVALS I<DR 19 PVS-001 AS REO'I PILE!GLAZING HEAD .187'r x.150'h Ny MASS Dn7rteos DasAa � jDjEW E.SIZE MRO MAX. C SURE LIMITATIONS. 20 ■ ■ ■ ■ D O SaWLIV PLAALEDSTIC QJSS - OTE:THE LOWER PRESSURES OF F P 0.090'PLAsnE MTEaIAYER --•� �M Gry E WINDOW OR MULL SMALL GOVERN 21 L-7539 2 VENT EXTRUDED SPRING LATCH 6063-TS ALUMINUM V v N4earny A-H.,6•c 3 Ire'ANNEALED SLAW NHsw MAX, If 12 S.D.S.X I 1/4•L 22 HC-057-1 2 VENT MOLDED SPRING LATCH MOLDED NYLON e M (SEE ELEVATION AT SHEET/2 23 L-7523 1 x LATCH LATCH SPRING STAINLESS STEEL 1 R FOR MNK FASTENER SPACING) 19 ,H 24 ■ 2 SILL/JAMB JOWT GASKET 1/76.0.0SED CELL FOAM 25 FS-041 2 SILL RAIL ASSEMBLY SCREW 08 X 2 1/4' PH./PHIL. S• 26.1 HC-044-1 2 VEEP FLAP&BAFFLE ■ 'SLI-c cars" 9 26.2 FM- 1 %VEEP SEN CELL FOAM PAD 1/2'%f/2'%2•L SCH �NN9 27 NC-040-1 2 SASH ROLLER A ROUSING E SOeNE-1�liJFAD 5731 33 GLA2aC DEPTH TRE)ICO SPECTRUM P 28 FIC-026-1 I SCREEN FRAME t MESH • a NW-UM ♦ GLASS CO ON A 29 ■ 1 ATTACHMENT SCREW f CLIP N8 X 5/8' S.D.S. a= GW®MNCMM s DBFAL LMS 30 FIC-058-1 2 VENT SWEEP LATCH MOLDED NYLON I Ire'ANNEALED GLASS _ _ -�1 31 HC-059-1 2 VENT SWEEP LATCH DIE CAST METAL 2 a09m PLASTIC MrERLAYER ® SAF'LEz PVD M PERIMETER RAME NOTE: 32 L-8830 X Atvch FRAME SILL ANCH(Tt CLIP 6063-T5 ALUMINUM 3 tre'ASUI-LTD AN Eub ChM AI co. SEAI.AHT 1.ALL STEEL M CONTACT WITH 33 ■ 2 LAMINATED GLASS See Detaas B L.M.of sheet 9 Z St y • v.•DRSLLATEn AN SPACE EXTERIOR ALUM.TO BE PARRIED OR PLATED. G C 6 1T ANNEALED(LAss(U 2.METAL STRUCTURES: 34 ■ AS REQ D. GLAZING SILICONE See Detolts B LM of Duvet 9 y 88a INSIDIATO IaMMTn OW98 CO C (STEEL STEEL 16 GA MIN.THICK-OA487 35 L-8301 1 FRAME SILL 6063-T6 ALUMINUM ai tla CAN NKMPBW �� I♦IOUTf 8)ALU MUM 6063-T5 MN. 36 L-8302 1 FRAME SILL RETAINING CLIP 6063-TS ALUMINUM i I I Ire'wREAtED OL.A9E (ALUM.0.076'MM.THICK) 37 OPTIONAL AS REQ'D. COLONIAL FALSE MUMTIN ALUMINUM °? : r 2 aa9PAStC INTERLAYER IMAL STRr38 JOINT SEALANT • `i o 6 d 3 1/0'AIIIEALm GLASS TROSIrn."by 39 ■ AS REO'D. PERIMETER ACRYLIC CAUL( DST POLYSEAMSEAL ... !�' I�oror Awerks,Inc A,`AtA ll 4 1/4'INSULATED AO SPACE S 1/D'ANNEALID MASS(h f � A9M' A•jsfilI/e INSULATED LAMINACLASS CO ON TYPE O ...... Ltd mA®npmr9OM eb,1BFAd IAImM1s I LL•b'. EOI90'�PLASSTTC DRERLAYER _l PRODUCT'FEVISf:D :� O P: 3 1/B'NUT-STHE/ORE)ED PILINS - _® '(7'TROSSGL PVB M CA aA cmyN yiug will The Florida z N UI ¢. 4 v4•pS1AATCD AO>pA� K1fOe'r R""'"`"' OuUUexg CodeI w F O• s I/C ANEALED FAAS9 cn Nur Ar<ept�a ' O 2 �' E:.,ir>di Dais (•. (■)VINOOVS tVRH GLASS TYPES'M C.OR W INSTALLED ABOVE SOFT. IN THE INIQ,THE IL EXTERIOR LITE SWILL BE TEIPERED. IL I • e M14ielni Adt Pradlct � Z GLAZING DETAILS AND OPTIONS •,�� •....pA``,,��A `:YF 14,14% FRAM HEAD L-7703t27o FRAME VENT JAMB - SILL TRACK L-87O 'S L-8702 Ip O q e0 = lO O O FRAME TOP CORNER C 0 m n O N ! $IIJ. RETAIN CLIP I L-8705 J 10 t ir y W i7 E .Ode Q 4 sada •� .sir ma rfto� ALA M i3 0 FRASILL FRAME HR SILL L-8701 L-8301 SU RETAINING CLIP a O O2 35 L-8302 p; 36 O O E b FRME BOTTOM CORNER XWE-MEEMr: ¢wsr O D O M s" ° `T aa�a r^ o 0 FU» x a , \ V 1 AU von w1e awe \ \ 0 S74 R 0 VENT SPRING LATCH "Tix I L-7539 apt aa�s i VENT INTERLOCK RAIL FRAME FRED JAMB rJ�x 8 a L-7705 L-7701 I O N'A' ^ S S sa�R a A" 4 y��fOY AML 1 ! FRAME SILL/ MEETING RAIL VENT TOP/BOTTOY .� RAIL JKt '� L-7707 M BOTTOM CORNER S Y �-- 1 r FRAME & SASH CORNER ASSEMBLY DETAILS VENT JAMB RAIL FD(ED YELPING RAD, SHL ANCHOR CLIP j L-7708 L-7704 L-8830 GLAZING BEAD ���fuffnq� L-7711 5.. O 32 y� GLAZING SHAD L-7708 O romPilC)ul't2gw�i'5t7) Flom. ••a!,. 11 ,�uildingCoN _ _ cv cv O•. t F�:tirstiwt DW w t ue �.e I rm ae� of [3y ProductC �.Gj 1.504 Mierti