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HomeMy WebLinkAboutProduct Approval 7/4/2015 Florida Building Code Online A Hoedca DepaI(me:jtq BCIS Home I Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search Busines (�) Professi real R►USER:PublApp'O VaI Regulation Product Approval Menu>Product or Application Search>Application List>Application Detail ` s t � t ya. FL# FL13010-R3 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 ekoss@cws.cc Authorized Signature Koss Erin ekoss@cws.cc Technical Representative Erin Koss Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 ekoss@cws.cc Quality Assurance Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 jlathrop@cws.cc Category (Z23 s Subcategory Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed Lucas A.Turner the Evaluation Report Florida License PE-58201 Quality.Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich, PE Validation Checklist- Hardcopy Received Certificate of Independence FL13010 R3 COI EvalReo CWS-3738(PW-8300. 120x48 IMP) Ddf Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440-05 2005 AAMA/WDMA/CSA 101/I.S.2/A440-08 2008 ASTM E1300-04 2004 ASTM E1886-05 2005 ASTM E1996-05 2005 PA TAS 201/202/203 1994 https://floridabuilding.org/pr/pr_app M.aspx?param=wGEVXOwtDgvQEb8FEH60Vrs5wFsWUkbayx8BEGDJ57PKaSsOeALf2A%3d%3d 1/3 7/4/2015 Florida Building Code Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/15/2015 Date Validated 04/21/2015 Date Pending FBC Approval 04/25/2015 Date Approved 06/22/2015 Summary of Products FL# Model, Number or Name Description 13010.1 PW-8150 PVC Fixed Window PW-8150 PVC Fig/Fin Fixed Window, 36"x 72". Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL13010 R3 II CWS-4338(PW-8150. 3602. IMP).odf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes I Created by Independent Third Party: Yes Design Pressure: +75/-75 Evaluation Reports Other: PW-81501 36"x 72", DP = +/-75 psf. Large Missile FL13010 R3 AE DuPont PVB NOA 13-0129 27.pdf Impact. In HVHZ may only be used up to 30ft above grade. FL13010 R3 AE EvalReo CWS-4338(PW-8150. 36x72. Glass complies to ASTM E1300-04. IMP). df FL13010 R3 AE Ouanex (Mikron) NOA 12-1017 02.odf Created by Independent Third Party: Yes 13010.2 PW-8150 PVC Fixed Window PW-8150 PVC Fig/Fin Fixed Window, Continuous Head&Sill. Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL13010 R3 II CWS-5108(PW-8150. CONTHDSL. IMP).odf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: +67.5/-67.5 Evaluation Reports Other: Large Missile, Dp = +/- 67.5 psf, Max. size 74 1/8"x FL13010 R3 AE DuPont PVB NOA 13-0129 27.1)df 72". Outer lite must be safety glass above 30 ft. in HVHZ. FL13010 R3 AE EvalReo CWS-510B (PW-8150. CONTHDSL. Glass complies to ASTM E1300-04. IMP). df FL13010 R3 AE Ouanex (Mikron) NOA 12-1017 02.odf Created by Independent Third Party: Yes 13010.3 PW-8300 PVC Fixed Window PW-8300 PVC Fixed Window, 120"x 48". Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13010 R3 II CWS-3738(PW-8300. 120x48. IMP).odf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: +70/-70 Evaluation Reports Other: PW-83001 120"x 48", DP = +/-70 psf. Large Missile FL13010 R3 AE DuPont SGP NOA 11-0624 02.odf Impact. Glass complies to ASTM E1300-04. FL13010 R3 AE EvalReo CWS-373B (PW-8300. 120x48. IMP).r)df FL13010 R3 AE Ouanex (Mikron) NOA 12-1017 02.odf Created by Inde endent Third Party: Yes 13010.4 PW-8300 PVC Fixed Window PW-8300 PVC Fig/Fin Fixed Window. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13010 R3 II CWS-159D(PW-8300 7206 IMP)odf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Large Missile Impact, See Installation Drawings for FL13010 R3 AE DuPont PVB NOA 13-0129 27.odf Max. size and DP's. Outer lite must be safety glass above 30 FL13010 R3 AE DuPont SGP NOA 11-0624 02.odf ft. in HVHZ. Glass complies to ASTM E1300-04. FL13010 R3 AE EvalReo CWS-159D(PW-8300. 72x76. IMP). df FL13010 R3 AE Ouanex (Mikron) NOA 12-1017 02.odf Created by Independent Third Party: Yes Contact Us:: 1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida. ::Privacy Statement::Accessibility Statement:: Refund Statement https://floridabuildirig.org/pr/pr_app od.aspx?param=wGEVXQwtDgvQEb8FEH6OVrs5wFsWUkbayx8BEGDJ57PKaSsOeALf2Ap/o3d°/g3d 2/3 7/4/2015 Florida Building Code Online 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 dick here. Product Approval Accepts: V® Ed sccurit >urr[ucs https://fioridabuilding.org/pr/pr_appdU.aspx?param=wGEVXQwtDgvQEb8FEH60Vrs5wFsWUkbayx8BEGDJ57PKaSsOeALP2A%3d%3d 313 URNER1239 Jabara Ave. North Port, FL 34288 ENGINEERING & Ph. 941-380-1574 TCONSULTING, INC. FBPE C.O.A. #29779 Evaluation Report 159D April 18,2015 roduct Description: Series 8300 PVC Fixed Window,Large Missile Impact,48"x 72"unit size DP55 or 72"x 76"unit size DP67.5 (DP65 outside HVHZ) Manufacturer: Custom Window Systems, Inc. 1900 SW 44`h Ave, Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the requirements of the 51h Edition(2014)Florida Building Code including the HVHZ. The product testing standards performed are outlined below. Technical Documentation: 1) This report,prepared by Lucas A.Turner, P.E.,at 1239 Jabara Ave.,North Port,FL 2) Approval drawing CWS-1591), signed and sealed by Lucas A.Turner,P.E. 3) Test Reports NCTL-210-3954-01 and -lA, and NCTL-210-3955-01 and-IA,from National Certified Testing Laboratories, Orlando, FL,with Testing Performed: AAMA/WDMA/CSA 101/I.S.2/A440-08,ASTM E1886-05, ASTM E1996-05/09 and TAS 201,202, 203 1994(TAS reports 3954-1A and 3955-1A signed and sealed by Gerard J. Ferrara, P.E.) 4) Supplemental Calculations to support CWS-1591), signed and sealed by Lucas A.Turner, P.E. Installation: Units must be installed according to approval document CWS-1591). Limitations of Use: This product: • May be used in O configuration in sizes up to 48"x 72"unit size at design pressures of+/-55 psf, or in sizes up to 72"x 76"unit size at design pressures of+/-67.5 psf in HVHZ or+/-65 psf outside the HVHZ,with max. glass daylight sizes as shown in CWS-159D • Is large missile impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires outer lite in I.G. to be safety glass when used in HVHZ above 30 ft of grade • Requires glazing as shown in CWS-159D,with Dupont SentryGlas Interlayer per Miami-Dade NOA 11-0624.021 in DP65 or 67.5 units or Dupont PVB Interlayer per Miami-Dade NOA 13- 0129.276 in DP55 units • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade NOA 12-1017.021 t I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the 5h Ed. (2014)Florida Building Code for use in this product. Certifica ion o ndependence: I do not have,nor do I intend to acquire,nor will I acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have,nor do I intend to acquire,nor will I acquire,a financial interest in any other entity involved in the testing or approval process of this product. v:• No 562{11 'fi'A a_ 4/18/2015 9Q: STATE OF :��iR Lucas A. Turner, P.E. 10 ".4* 0 p k�) ;. N2y�` FL PE#58201 •����S f�NA� GENERA PICTURE WINDOW - LARGE MISSILE IMPACT 1.THEP PRODUCT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SYSTEMS II\\yam//II TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT 1900 SW 44TH AVE. EDITION INCLUDING THE HIGH VELOCITY HURRINCANE ZONE(HVHZ) 1900 S FLORIDA E. AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS OCALA,CFLORI 34474 DEFINED IN ASTM E 1996 PER THE FBC. 4s 1/4' 73 1/4" 2.GLAZING OPTIONS:(SEE SHEET 3) FM S(b4 4" WIDTH MAX.OVERALL FLANGE WIDT 8300 PVC 48' 72• 3.CONFIGURATIONS:"O". ARCHITECTURAL SHAPES INCLUDE,BUT ARE PICTURE WINDOW MAX UNIT WIDTH MAX.UNIT WIDTH NOT LIMITED TO,THOSE SHOWN ON SHEET 2. 8 691/8' 4.DESIGN PRESSURE RATING: IMPACT GLASS DLO GLASS DLO -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND A ———— ————— ————— GLASS TABLES ASTM E-1300-04. v m _ -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER ------- — I I o rn m n F- INFILTRATION TEST PRESSURE AND GLASS TABLES , N o o r c� o c� ¢ I i I I I ASTM E-1300-04. 0 - 00 I I 771/4 I I 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED w g p p j MAX I I IN THE DESIGN OF THIS PRODUCT.SEE SHEET 8 FOR ANCHOR F- w ¢ ¢ m 731!4' I I OVERALL I I DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD z o W MAX. I I HEIGHT I I ANCHOR CALCULATIONS. m °-° m O LL Q LL U FF OVERALL B I I B I I 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT a m U HEIGHT I I 76• I I REQUIRED. ¢ w oma' z �p lyW O I I UNIT I O I 7.ALL FRAMES ARE FULLY WELDED. IL IL W ~_ 72' a 4 MAX. I I HEIGHT I I w °w F °w of UNIT 8.SERIES!MODEL DESIGNATION PW-8300. ¢ a < a HEIGHT I I I I a a a ° w II 73116' I I 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: > > I I O=FIXED SASH. ¢ zGLASS I DLO DLO I 8 I I 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS INA SIMILAR C I I LOCATION. %%0 itADREW�7j,Ii Pr e �J ..........G S EN SF G'P2t� I I I B I I No 58201 %P 8 A STATE OF '�4U F Al �O A% p �2.•` z; 4/11/2015 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: GENERAL NOTES AND TABLE OF CONTENTS ELEVATIONS GENERAL NOTES&ELEVATIONS.......1 Z�,IRN PRESSURE RATINGIMPACT RATING DRAWN BY: DATE: ARCHITECTURAL SHAPES...................2 ANY 48��X 72�� +/-85'P8ADE 05/05/07 GLAZING DETAILS.................................3 DWG#: REV.: SECTION VIEWS....................................4 N N_ +- LARGE MISSILE IMPACT EXTRUSIONS&B.O.M...........................5 .5 PSF SCALE:CWS-159 D ANCHOR SCHEDULE&NOTES.........6-7 M/HZ 72"X 76" +/-67 INSTALLATION DETAILS.......................8 SHEET 1:20 1 OF 8 WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA,FLORIDA 34474 W W W.CWS.CC 8300 PVC PICTURE WINDOW IMPACT FULL ELLIPSE("OVAL") n v co ---- o 0oorn io r.- FULLCIRCLE Q o o I- o Q TOMBSTONE `') I.o ❑ LL Y w w w ❑ ❑ 5-: r w ¢ ¢ m z o fA o wa mi Q mL U Q U m � N N WZ w K W Q Z Of w W V W a � a a a W 4 W O o a o w w 0 > > > > ❑ 1/2 CIRCLE ❑ U m ¢ Z OCTAGON — P;N� N S TRAPEZOID No 58201 '104 Z 9' STATE OF :�<U R NOTES: �'4;,IONA111114 ' 1.SEE SHEETS 6&7 FOR DETAILED ANCHOR INSTALLATION REQUIREMENTS. - 2.THRU FRAME-MASONRY,WOOD OR METAL OPENING. 4/11/2015 THRU FIN-WOOD OPENING. LUCAS A.TURNER,P.E. 3.OVERALL SIZE MUST NOT EXCEED THE MAX.WIDTH AND HEIGHT OF FL PE#58201 RECTANGULAR WINDOWS ON SHEET 1. 1239 JABARA AVE.NORTH PORT,FL 34288 4.ANCHOR SPACING FOR ARCHITECTUAL FLANGE AND FIN WINDOWS PH.941-380-1574 MUST FOLLOW THE LAYOUTS SHOWN ON SHEETS 6&7,WITH ANCHOR SHEET DESCRIPTION: SPACING MEASURED ALONG THE LENGTH OF THE PRODUCT. 114 CIRCLE TRIANGLE ARCHITECTURAL SHAPES DRAWN BY: DATE: ADE 05/05/07 DWG#; REV.: CWS-159 D SCALE: SHEET 1:1 2 OF 8 Qmmms 1900 SW 44TH AVE. OCALA,FLORIDA 34474 WWW.CWS.CC 8300 PVC PICTURE WINDOW IMPACT � o rn tO h 111 W p p } 1"OVERALL 1"OVERALL F W ¢ ¢ m z ° In 3116"ANNEALED or TEMPERED 3116"HEAT STRENGTH or TEMPERED ° LL Q LL U 0 112"AIR SPACE 3/8"AIRSPACE 5/16"LAMINATED 7/16"LAMI GLASS w u W uj z U Of a 118"ANNEALED3116•HEAT STRENGTH a0 C3 a d 0 .090 DUPONT PV INTERLAYER .090 SENTRY GLASS TONOPLAST INTERLAYER < a 4 a a W 1/8"ANNEALED 3116•HEAT STRENGTH > j � � p PURFECT GLAZE"H' PURFECT GLAZE"H' ❑ U m ¢ Z 6 SIKAFLEX 552 6 SIKAFLEX 552 �pP.1yDRE W 10 112"GLASS BITE 10 11 112"GLASS BITE `:GP�:• GE NSF 7 7 v: No 58201 '.P 1 �J� 1 �..J� G'9� STATE OF714f Qlz.40 . GLASS TYPE A GLASS TYPE B 4/1 1/2015 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: GLAZING DETAILS GLASS MAX SIZE DRAWN BY: DATE: ADE 05/05/07 DP+/-55 A 48 X72 DWG REV.: ' CWS-159 D SCALE: SHEET 1:1 3 OF 8 3 4 �!(YCYlU1lVlU/000f' /�(" WINDOW SYSTEMS I\�/I 1900 SW 44TH AVE. OCALA,FLORIDA 34474 www.cws.cc INTERIOR 7 6 8300 PVC s 9 9 6 PICTURE WINDOW 0 6 8 IMPACT 7 7 ,D I�'�I f`') N_ O O Q I r O In 0 ❑ W Y W W Fw- W Q Q ED 11 8 9 = w z SECTION VIEW B-B m m a O LL Q LL U _ 10 11 11 10 < LL O m (n W U W Z O a ¢ a a a a a a a N ❑a. ❑ o w a. o ❑ U m c O Z JVP:��G E hi gE.••2� v. No 58201 11 81 •,STATE OF '4l: L- 10 no z 4/11/2015 LUCAS A..TURNER,P.E. Q Q FL PE#58201 -- 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 7 6 SHEET DESCRIPTION: SECTION VIEW A-A SECTION VIEWS DRAWN BY: DATE: ALTERNATE FIN FRAME ADE 05/05/07 -DWG-#: REV.: CWS-159 D SCALE: SHEET 1:1.33 4 OF 8 PARTS LIST FRAME CORNER CONSTRUCTION ITEM PART# DESCRIPTION VENDOR MATERIAL wlNoow srsrE�s 1 H-6006B FRAME, PW, MAIN, HEAD MIKRON PVC 1900 SW 44TH AVE. OCALA,FLORIDA 34474 2 H-6006B FRAME, PW, MAIN, SILL MIKRON PVC WWW.CWS.cC 3 H-60068 FRAME, PW, MAIN, L.JAMB MIKRON PVC 4 H-6006B FRAME, PW, MAIN, R. JAMB MIKRON PVC CORNER WELD(ALL SIDES) 8300 PVC 5 H-6006A FRAME, PW, MAIN, FIN MIKRON PVC SCALE I:8 PICTURE WINDOW 6 P-3113 SCREW SUPPORT FOR PVC TEAM PLASTIC RUBBER IMPACT 7 P-3352 SET. BLK., 85 DUR., 1/8"x 5/8"x 2" LG. FRANK LOWE RUBBER 8 PURFECT GLAZE"H", SIKAFLEX552 HENKEL/SIKA SILICONEo .. 9 P-3752 CAP PLUG, 1/2" HOLE M&M SILICONE 10 S-6064 GLZ. BE., FXD. (1" O.A. I.G.) MIKRON PVCN�1'0: 0 11 GLASS SEE SHEET 3 w 1 o¢ ¢o IF, W CO. z o (n 0 0a 3 1/8" 3 1/8' LL a LL 0 O ❑ O w � W Z W W U W a a a a 1 2 3 4 5 Q w a w U o o W 2 1/16' 1/16' 1/16- > > > > ❑ O O U m Q Z L- 1�1 27/S •••oll"v DREWi��,. No 58201 ': a 1 1/2- PVC FRAME FLANGE-H-6006B G'9 STATE OF :�/U �On�';,CO R PVC FRAME FIN-H-6006A -�sS,ONA,"�;.G••• 1/4' Z� 4/11/2015 LUCAS A.TURNER,P.E. 1/16' }'112' 3' FL PE#58201 7/8' 10 1 1239 JABARA AVE. 1� 311U 6 NORTH PORT, 34288 T— PH.941-380-1-1 574 SHEET DESCRIPTION: PVC GLAZEBEAD-S-6064 SCREW SUPPORT-P-3113 EXTRUSIONS&B.O.M. DRAWN BY: DATE: ADE 05/05/07 DWG#: REV.: CWS-159 D SCALE: SHEET 1:1 50F8 14•MAX.O.C.(TYP.) UZEW 4'MAX( P.) 8'MAX.O.C.(TYP.) 6-MAX CFYP) SEE NOTE 2 4'MAX.(TY I I I S NOTE 2 1900 SW 44TH AVE. ) 6•MAX.(TYP.) OCALA,FLORIDA 34474 ---------- --------- WWW.CWS.CC I I I I I I I 8300 PVC PICTURE WINDOW MAX O.C. INSTALLATION (TYP.) I I INSTALLATION IMPACT 14' I I ANCHOR(TYP.) I I ANCHOR(TYP.) MAX O.C. N O O < O r O ❑ I I I I o o r I I I I I- w ¢ w ¢ m I I I I z a CID U O U Z o o LL m 3 > I I I I W � W , 0Of O ❑ a d IS F W of _____———_— Q Q ¢ ¢ (n w 7 j 7 j ❑ ANCHOR LAYOUT-(FLANGEI ANCHOR LAYOUT-(FIN) ❑ U m ¢ o DP+1-55 PSF DP+/-55 PSF Z . `..DREW'l�,��' No 58201 ��: NOTES: C9=. STATE OF .4U 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.ANCHOR SPACING APPLIES TO ALL SHAPES(SEE SHEET 2)ALONG ALL FRAME EDGES. SILL ANCHOR SPACING SAME AS HEAD. i,FS• 0 R 1 OA•'���� �4iS�ONM i 04 2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 1/4•. USE SHIMS WHERE SPACE GREATER THAN 1/16•IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. r 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 8. 4/11/2015 4. I SALLA O A CHORS UST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS A.TURNER,P.E. 8201 BE PROTECTED TO PREVENT REACTION. FL # A 1239 JABARA AVE.A 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT,FL 34288 SPECIFIED IN TABLE 1,SHEET 8. PH.941-380-1574 SHEET DESCRIPTION: 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE. ANCHOR SCHEDULE& INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL. DRAWN Br. DATE: ADE 05/05/07 8.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. DWG n: REV.: SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 8. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-159 D 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SCALE: SHEET FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMAANDMA 300(EXTERIOR DOORS) 1:20 6 OF 8 WINDOW SYSTEMS 4-M (TYP.) 8-MAX.O.C.(TYP.) 1900 SW 44TH AVE. 6"MAX(TY 7 5/8'MAX.O.C.(TYP.) SEE TE 2 4'MAX. P.) S NOTE 2 OCALA,FLORIDA 34474 6"MAX.(TYP.) W W W.CW S.CC ———————————————— ——————————————— I I 8300 PVC I I I I I I 8" I I PICTURE WINDOW 7 5/8' I I MAX O.C. I I IMPACT MAX .C. I I (iYP.) I I I I "' N O O F I I p INSTALLATION I I INSTALLATION r O ❑ ANCHOR(TYP.) I I ANCHOR(TYP.) u, Y w W w w ❑ ❑ Y I I I I F W Q Q m I I I I o 0 o w z I I I I O I LL o LL (n N ~ N 3 Z I I I I ffi ° Of w a I ❑ o O o N W 7 7 ❑ ❑ U m Q Z ANCHOR DP+eSPSFFLANGE) ANCHDP+/A65OSF (FIN) ,�� PpSDREW 'lG''�i JOp ENg ..P2t� v: No 58201 :-P u' ctt NOTES: 1. : STATE OF : u 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.ANCHOR SPACING APPLIES TO ALL SHAPES(SEE SHEET 2)ALONG ALL FRAME EDGES. SILL ANCHOR SPACING SAME AS HEAD. � S .......R, % 2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16'IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 8. 4/11/220115 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS A.TURNER,P.E. 8201 BE PROTECTED TO PREVENT REACTION. FL # A 1239 JABARA AVE.A 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT,FL 34288 SPECIFIED IN TABLE 1,SHEET 8. PH.941-380-1574 SHEET DESCRIPTION: 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE. ANCHOR SCHEDULE& INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL. DRAWN BY: DATE: ADE 05/05/07 8.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. DWG a: REV.: SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 8. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-159 D 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SCALE: SHEET FMAIAAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMAIWDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(E)CTERIOR DOORS) 120 7 OF 8 MIN.EMBEDMENT Qmmmsm �TYPICAL HEAD ANCHORAGE SUBSTRATE �IBY OTHERS 1/4'MAX.SHIM SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE 1900 SW 44TH AVE. FMIN.EDGE DIST. SEE TABLE 1 BY OTHERS OCALA,FLORIDA 34474 SEE TABLE 1 W Wy.CWS.CC SEE TABLE 1 1/4'MAX.SHIM SUBSTRATE BY OTHERS MIN.EDGE DIST.SEE TABLE 1 SEE TABLE 1 MIN.EMBEDMENT 8300 PVC PERIMETER SEALANT SEE TABLE 1 INSTALLATION ANCHOR BY INSTALLER SEE TABLET PICTURE WINDOW INSIDE AND OUT 0 MIN.EMBEDMENT SEE TABLE 1 IMPACT SEALANT BEHIND FLANGE BY INSTALLER 1/4'MAX.SHIM 0 o ornmrZ 0E- PERIMETER SEALANT M N o o F- PERIMETER SEALANT BY INSTALLER o 'o cel o BY INSTALLER INSIDE AND OUT INSIDE AND OUT INSTALLATION ANCHOR tl Y w w SEE TABLE 1 w O ❑ Y SEALANT BEHIND F- W Q Q m FLANGE BY INSTALLER SEALANT BEHIND z a FIN BY INSTALLER U o U z INSTALLATION ANCHOR , B \ HORIZONTAL SECTION �C� HORIZONTAL SECTION m U m LL SEE TABLE 1 8 TYPICAL JAMB ANCHORAGE 8 TYPICAL FIN ANCHORAGE a HEAD AND SILL SIMILAR FOR FIN INSTALLATION w Z > w v w O LU IL ¢ a a a W O W O LL Q ¢ Q ¢ U) ❑ a a a a w 1/4'MAX.SHIM O U m Q 0 SEALANT BEHIND z FLANGE BY INSTALLER O fl-re PERIMETER SEALANT BY INSTALLER MIN.EMBEDMENT 1�OQy' C E N S+c'•;p2 SEE TABLET jv:• No 58201 tn� INSIDE AND OUT •; SUBSTRATE BY OTHERS ff1 a� SEE TABLE 1 MIN.EDGE DIST. Z l) F STATE Of/[/Z SEE TABLE 1 SOT P •c��.` SEALANT UNDER SCREW - / H VERTICAL SECTION �i�Fs• O R p✓�(,��+ HEAD BY INSTALLER 8 TYPICAL SILL ANCHORAGE I4/11/2015 TURN TABLE 1:APPROVED INSTALLATION FASTENERS LUCAS A.TURNER,P.E. FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. FL PE#58201 FLANGE CONCRETE(2.0 KSI MIN.) 3/16"[TW TAPCON 1-1/2" 1-1/8' 1239 JABARA AVE. PERIMETER SEALANT NORTH PORT,FL 34288 FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"ITW TAPCON 1' 2' BY INSTALLER FLANGE CONCRETE 2.85 KSI MIN. 3/16"ELCO ULTRACON 1" 1" INSIDE AND OUT PH.941-380-1574 ( ) DD1 HORIZONTAL SECTION SHEET DESCRIPTION: FLANGE GROUT-FILLED CMU(ASTM C-90) 3/16'ELCO ULTRACON 1-1/4" 2-1/2" 8 BOX FRAME INSTALLATION FLANGE 2X MIN.SOUTHERN PINE(G=0.55) 3116"ITW TAPCON 1-3/8" 7/8" HEAD AND SILL SIMILAR FOR BOX INSTALLATION INSTALLATION DETAILS OR ELCO ULTRACON FLANGE 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 7/8" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY: DATE: FLANGE 16 GAUGE(0.060')MIN.STEEL STUD #10-16 HILTI KWIK-FLEXOR ITW FULL THREAD 7/18" UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: ADE 05/05/07 (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG#: REV.: 118'ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-159 D FLANGE 1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 7/16" PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SCALE: FIN 2X MIN.SOUTHERN PINE(G=0.55) #8 WOOD SCREW 1-1/2" 7/16" SHOWN FOR FLANGE WINDOWS. SHEET 1:2 SOF8 Florida Building Code Online Page 1 of 3 � g'�x„�st. C�'�o�i� .{9 a'A` PyY r r ¢ i w _ ` ti v,rr.. �� •, P ? R i „• Vh FlOftda DC'�ROIEf Tr� BCIS Home � Log In � User Registration Hot Topic � Submit Surcharge , Stats&Facts : Publications � FBC Staff � BCIS Site Map � Links j"Search j Busines � OUSER:rofessial Product Approval Public User Regulation 1 I:Ii71t�f7YL1Yf411 Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL15780-R6 Application Type Revision #5, 11, 17 Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Soft-Lite LLC Address/Phone/Email 10250 Philipp Parkway Streetsboro,OH 44241 (330)528-3400 Ext 1109 J ti n ke r@soft-I ite.cpm Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Double Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer (�{ Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F.Schmidt,P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity Farabaugh Engineering and Testing,Inc Quality Assurance Contract Expiration Date 12/31/2017 Validated By Ryan].King,P.E. 6�i Validation Checklist-Hardcopy Received Certificate of Independence FL15780 R6 COI CERTIFICATE OF INDEPENDENCE.odf Referenced Standard and Year(of Standard) Standard Year AAMA/W DMA/CSA 101/I.S.2/A440 2008 AAMA/W DMA/CSA 101/I.S.2/A440 2011 ASTM E1886 2005 ASTM E1996 2006 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgt3e 1 SAInEO... 7/20/2016 Florida Building Code Online Page 2 of 3 Product Approval Method Method 1 Option D Date Submitted 10/30/2015 Date Validated 10/30/2015 Date Pending FBC Approval 11/02/2015 Date Approved 12/15/2015 Summary of Products FL# Model,Number or Name Description 15780.1 a."Imperial LS DH12"Double Hung Extruded PVC Double Hung Window-(X/X Configuration) Window Limits of Use Installation Instructions Approved for use in HVHZ:No FL15780 R6 II INST 15780.1.1)df Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15780.1 for Design Pressure Ratings,any FL15780 R6 AE EVAL 15780.1.odf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15780.2 b."5400 DH54(G5405)"Double Extruded PVC Double Hung Window-(X/X Configuration) Hung Window Limits of Use Installation Instructions Approved for use in HVHZ:No FL15780 R6 II INST 15780.2.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15780.2 for Design Pressure Ratings,any FL15780 R6 AE EVAL 15780.2.odf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15780.3 7Hung 0 DH54(G5405)"Double Extruded PVC Double Hung Window-(X/X Configuration) indow Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15780 R6 II INST 15780.3.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15780.3 for Design Pressure Ratings,any FL15780 R6 AE Eval 15780.3.0df additional use limitations,installation instructions and Created by Independent Third Party:Yes product particu ars. 15780.4 d."5300 DH53(G5305)"Double Extruded PVC Double Hung Window-(X/X Configuration) Hung Window Limits of Use Installation Instructions Approved for use in HVHZ:No FL15780 R6 II Inst 15780.4.0f Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No, Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15780.4 for Design Pressure Ratings,any FL15780 R6 AE EVAL 15780.4.1)df additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15780.5 e."5300 DH53(G5305)"Double Extruded PVC Double Hung Window-(X/X Configuration) Hung Window Limits of Use Installation Instructions Approved for use in HVHZ:No FL1S780 R6 II Inst 15780.S.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15780.5 for Design Pressure Ratings,any FL15780 R6 AE EVAL 15780.5.odf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. Back Next Contact Us::2601 Blair Stone Road,Tallahassee Fl.32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.copyright 2007-2013 State of Florida.::privacy Statement::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 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgt3e 1 SA1nE0... 7/20/2016 Florida Building Code Online Page 3 of 3 electronic mall to this entity.Instead,contact the office by phone or by traditional mall.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 emalls 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 h9re. Product Approval Accepts: Credit Card Safe https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgt3e 1 SAInEO... 7/20/2016 R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O.Box 230 Valrico,FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Audrotization No.9813 / /n Repoil ReponNo.: i/ Oclober29,2015 Product Category Sub Category Manufacturer Product Name Soft-Lite LLC "5400 DH54(G5405)" Windows Double Hung 10250 Philipp Parkway Double Hung Window Streetsboro,OH 44241 'Impact' (330)5283400 Scope: This is a Product Evaluation report issued by R W Building Consultants,Inc.and Lyndon F.Schmidt P.E.(System ID#1998) for Soft-Lite LLC based on Rule Chapter No.61 G20-3,Method 1 D of the State of Florida Product Approval, Department of Business&Professional Regulation. RW Building Consultants and Lyndon F.Schmidt,P.E.do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with.the 5th Edition(2014)Florida Building Code(FBC)structural requirements including the"High Velocity Hurricane Zone". 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the"HVHZ"this product complies with Section 1626 of the Florida Building Code and does not require an impact resistant covering. 4. When used in areas outside of the"HVHZ'requiring wind bome debris protection this product complies with Section 1609.1.2 of the FBC and does not require an impact resistant covering.This product meets missile level"D"and includes Wind Zone 4 as defined in ASTM E1906 and Section 1609.1.2.2 of the FBC. 5. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL 15780.3 require further engineering analysis by a licensed engineer or registered architect. 7. This product meets the water infiltration requirements for"HVHZ'. 8. See drawing FL-15780.3 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard Testing Laboratory Signed by TEL 03001478 TAS 201,202&203-94 Testing Evaluation Lab.,lnc. William B.Shelton,P.E. TEL 03001302 TAS 201,202&203-94 Testing Evaluation Lab.,lnc. William B.Shelton,P.E. TEL 03001303 AAMA/WDMA/101/I.8.2/A440-08 Testing Evaluation Lab.,lnc. V.K.Wright TEL 03001304 ASTM E 1886-05/E 1996-06 Testing Evaluation Lab.,lnc. V.K.Wright 2. Miami Dade NOA Materials Testing 14-0423.16 Saflexa PVB Interlayer(Eastman Chemical Company) 15-0528.13 PVC Extrusions(Vision Extrusions Ltd.) 3. Drawing No. Prepared by Signed&Sealed by No.FL-15780.3 RW Building Consultants, Inc.(CA#9813) Lyndon F.Schmidt, P.E. 4. Calculations Prepared by Signed&Sealed by AnchoASTMring E1300 Glass Load LR donllding F.Schmidt,Consultants, Inc.(CA#9813) �OQ,LpO!daSC �PAg® Lyndon F.Schmidt,P.E. Y 0 `�o.o...o,•id`�1 pA 5. Quality Assurance evoS V- E R1 S+�••° odp Certificate of Participation issued by Farabaugh Engineering and iyo 43409 v Testing, Inc,certifying that Soft-Lite LLC is manufacturing products within a quality assurance program that complies with ISO/IEC o 17020 and Guide 53. o g ®-:0= STATE OF o Bc�Osse®00 84 0®�� LyndonF. Sc midi, P.E. F 10/30/2015 Sheet 1 of 1 va Ss Oft Z 4 Windows SEE CHART FOR FRAME SIZES ��i� '•.. ..••':4y�.� o m m 1,3rirtgin quafit;' In !'2grlt. ,����� P s��` z om o rrrr n us z 10250 PhTpp Parkway o.,a n.. Streetsboro,CNo 41241 e v i c z mvw "5400 DH54 (G5405)" "' o ; 4d m dad E 0 DOUBLE HUNG WINDOW X �Ta "IM PACT' y Z� GENERAL NOTES / w z 1. This product has been evaluated and is in compliance with the5th Edition(2014)Florid } Building Code(FBC)structural requirements including the"High Velocity Hurricane Zone" < J (HVHZ). �� i w L i w N 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to tx X �I o N base material shall be beyond wall dressing or stucco. g 6 a a a G 3. When used in the"HVHZ"this product complies with Section 1626 of the Florida Building Y y x} Code and does not require an impact resistant covering. "'m L 4. When used in areas outside of the"HVHZ"requiring wind bome debris protection this z T product complies with Section 1609.1.2 of the FBC and does not require an impact resistant _. a ...._................._ covering.This product meets missile level"a'and includes Wind Zone 4 as defined in ASTM o z Ell 996 and Section 1609.1.2.2 of the FBC. o 0 N 8 5. For 2x stud framing construction,anchoring of these units shall be the same as that shown c W for 2x buck masonry construction. �N 6. Site conditions that deviate from the details of this drawing require further engineering o o analysis by a licensed engineer or registered architect. ¢a' : ^h - a 4!2L11 7. This product meets water infi tration requirements for"HVHZ'. DESIGN PRESSURE(MJF) : aD TABLE OF CONTENTS DIMENSION' DIMENSION POSfi1VE NEGAD = wre_j124113 i 3 SHEEN DESCRIPTION 1 Typical elevations,design pressures and general notes 54.0"X 76.0" 45.1)"x32.311" G1,G2 +45,0 -50.0 sA: N.T.S. € 2 Horizontal cross sections M.BY. JK m 3 Vertical cross sections < 54.0"X 76.0" 45.0"x 32.31" G2 +60.00 •65,0• ;Z e* LFS 3 ek ek 4 Buck and frame anchoring c DROMO N0. 5 Bill of materials,components and glazing details •Aluminum bar reinforcement(Item#31)required FL-15780.3 0 for Design Pressures>+45/-50 psf. sNmr_L of s a' R.\Olents\Soft-Ute Permanent\A-Florida Product Appruvalffl.-15780 Double Hung\C-Drawings\FL 15780 Drawings(2014)\FL-15780.dwg,2.3 Ln J O S Q0 0�A O z zr 3-,30 _ � z Sa aCL 0N a. eel'-N� c A C- m n N 0 0 O D � 0 9 a o� O y ❑0 0 Z doo ww Cp m O N r N A �Z N N m Go ~ N ``—a ❑a o doo 3 A doo 0O w m N W m Z m ^ N m N ;o N eoo m rb m o m N .O m a J ttt1111111/// o N 00�:S. ...... / / No.43409 s$ Q PRODUCT: ooaummta Propend By: 'I SOFT-LITE WINDOWS Lyndon F. Schmidt I N Or P.E. No. 43409 //'\Y••"" IN � 0 2 10 3 10 29 15 ADD REINFORCEMENT OPTION JK m`' L -P 2 8 24 15 REVISE SIZE& DESIGN PRESSURE JK PART OR ASSEMBLY: mK(7 BUILDING CONSULTANTS, INC. I� O (n 1 4 21 15 UPDATE TO STN ED. 2014 FBC JK t!lil/1/ P.O. Boz 230, Valrico, FL 33595 NO DATE BY CROSS HORIZONTAL VY Phone No.:' o.:38 3.659.9'197 REVISIONS FBPE C.A. No. 9813 0 ZD13 R.W.BUILDING CaN9t1LTANT9 INC, 3:\0lents\Soft-Ute Permanent\A-Florida Product Approvals\FL-15780 Double Hung\C-Drawings\FL 15780 Drawings(2014)\FL-15780.dwg,3.3 1-1/4"MIN. >o EMB.(TYP.) O IA � O m N 0 �< v 0 rn�p ❑0 a09 n^ r7LT;a U R E; d O� a Z '° 0 A T • M N pp .D P ri) m r�i C N . ZO C A ZO P -432Kr-1r W A ��33 A �� '!3� z N O � - -O nD ° ❑ o3 ?3ri; M- 00 a = m a 0 O ryry C6, o 7 y � q o a N N N O m n OND N O V P C3 O r`3 tp F Z Z �c o O Goy A :r3a 1-1/4"MIN. � m EMB.(TYP.) -o- a c w s 3 D Q o M M a " o n. Qp 61 0 N ❑� 0- 0 0 O 0 n �o ig ° O � 0 Xn D p o O a 0 O Do OZ O N m Z z C m 1-1/4"MIN. oUUUu111///' EMB.(TYP. ``��vf�:SCHL;Jj����' 1-1/4"MIN. ���° EMB.(TYP.) / No.43409 :*= T T $y $ 4 PRODUCT: Docum.nL Pnpana By.. :• 9 Lyndon F. Schmidt .�O...... � SOFT-LITE WINDOWS Y i I rs rn P.E. No. 43409 \� Iw 3 10 29 15 ADD REINFORCEMENT OPTION JK //OfVAI;\\�%�� qr m •-Zi 2 8 24 15 REVISE SIZE& DESIGN PRESSURE JK PART OR ASSEMBLY: /m{�7, UILDING CONSULTANTS. INC. O (/1 —. 1 4 21 15 UPDATE TO 5TH ED. 2014 FBC JK rJ ti Ul(P.O./ Boz 230, VDlrico, FL 33595 NO DATE BY VERTICAL V Phone No.: 813.859.9197 REVISIONS CROSS SECTIONS FBPE C.A. No. 9813 0 2013 R.W.BUILDING CONSULTANTS INC. z f/O� ri ... O lllll I•I•\\\\ 0 o OD OO�g55'^ U N •;Z 2� Z mO 0 \ o°a 9 p`00. TYP. SASH 2X BUCK F a m M d a` a4 IX BUCK G \ • cz° BUCK ;r BUCK-f DIRECITO D uE N p, 1 FRAME MASONRY S .2 TYP.HEAD MEETING a JAMBS z — RAIL ------------------------ - 0 Z _ 'v MASONRY TYP.SILLONRY a _ OPEN NG SASH OPENING 2X BUCK K M 1X BUCK H w I o DIRECT TO C - MASONRY u! z Y 3 00 m YYYD- Ix =U ANCHORS THRU z IMPACT BLOCK FRAME ANCHORING 0X BUCKANCHORING Fa a oz0 F 0-14 (n i Z po z n AS r $ CONCRETE ANCHOR NOTES: o N 1.Concrete anchor locations at the comers may be adjusted to maintain the min. z rn edge distance to mortarjoints. N - 2.Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to maintain the min.edge distance to mortar joints,additional concrete anchors a z °z g' may be required to ensure the"MAX.ON CENTER"dimension ore not exceeded. F > 3. Concrete anchor table: m ^L'i < ANCHOR ANCHOR MIN -77 aMaN CLEARANCE MTN CLEARANCE _ TYPE STZEMBI;DMENT 70 MASONRY TO ADJACENT. z EDGE E; ANCHQR n a-Z o\TE. v 1TW ® 1/4" 1.1/4" 2" 4" 6 24 13 0 SCAM. N.T.S. € ELCOU LTRACON® 1/4" 1-1/4" 1" 4" Mr.13Y. JK M a+K ar. LFS 3 � WOOD SCREW INSTALLATION NOTES: DRANINC NO.: .91.Maintain a minimum 5/8"edge distance,1"end distance,&I"o.c.spacing of -' 16 wood screws to prevent the splitting of wood. FL-15780.3 N osxcer 4 or 5 BILL OF MATERIALS ��%%%`"` REM I DESCRIPTION MATERIA[ {.--2.31" c� �� .............•..•••• A 1X BUCK SG>=0.42 WOOD I ro B 2X BUCK SG>=0.42 WOOD ���� -SQA �__ C 1/4"MAX.SHIM SPACE 0. �135- D 0.08"�II II� �U g* 410 °n I�JI ��: 1/4"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL N D 0.065 :���•., `� E 301 OR HOLLOW MASONRY- BLOCK CONFORMING O ASTMPSI MIN.CONCRETE ING C OTO ACI CONCRETE 9 GLAZING BEAD 10 REINFORCEMENT ///iI'*' t `��` Z>m F #10 X 2-1/7'PPH WS STEEL md ' a N o Z G 1/4"X 3-1/4"PFH ELCO OR ITW CONCRETE SCREW STEEL PLAIN RAIL E m z m a v H 1/4"X 2-1/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 0 0`a J 114'X 1-3/4"PFH ELCO OR TTW CONCRETE SCREW STEEL m K #10 X 1-1/7'PFH SMS STEEL 2.75 ❑ " c° L #10 X I"PFH SMS SS 1•Bg r, 0 0.065 E a Z �� 1 FRAME` PVC 1— Pry a gra 4 HEAD ADAPTER` PVC U'io N o - 5 HANDLE RAIL` PVC 0 6 KEEPER RAIL` PVC 0a a 7 LOCK RAIL` PVC 0• �o 8 PLAIN RAIL` PVC Z $ 9 GLAZING BEAD` PVC ry0 7 LOCK RAIL SIUADAPTER 3 ''_ 10 REINFORCEMENT(6063-T5 ALUM.) ALUM. c-i 11 SILL ADAPTER` PVC a 20 PUSH BUTTON SWEEPLOCK ILL�JJI 0.98 F N 21 PUSH BUTTON SWEEPLOCK KEEPER 1.87' l 0 0 23 #7 X 3/8"PFH MS STEEL o 25 TILT LATCH 'OQ\ 0 a ° m 26 #6 X 1"PFH TEK SCREW STEEL �� o m 28 WEATHERSTRIP(0.250r'SINGLE FIN PILE) Q 30 1 14'X 7'X 6"LONG PLASTIC IMPACT BLOCK ABS y 31 REINFORCEMENT 0.25'X I.S'X 50"(6065-T5 ALUM) ALUM FRAME o o[m 0 THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY 1 4 HEAD ADAPTER ❑0� Z'o EXTRUDERS UCENSEES IN"AAMA CERTIFICATIONS PROGRAMS FOR RIGID PVC EXTRUSIONS'. I 0 N V) O W t A 0 5 HANDLE RAIL o w n 1"GLASS BITEG 7/8'THICKLu N 7/8"THICK I"GLASS BITE 1/8"ANNEALED 1/8'ANNEALED ^� e O 0.090"SAFLEX°PVB INTERLAYER O 0.090"SAFLEX'PVB INTERLAYER ix $ D 1/8"ANNEALED D 1/8'ANNEALED ^r a AIR SPACE AIR SPACE 0.2S' o o N N o ^ter m 1/8"ANNEALED 1/8'ANNEALED r n ` ° �' z 2 STEEL INTERCEPT t "'N Z e STEEL INTERCEPT SPACER _ ° 6124113 = S INSTANT GLAZE M(DOW) 2400 SAS(DOW) En j 1 ❑O O o SME- N.T.S. g Gl GLAZING DETAIL G2 GLAZING DETAIL / J- MO.By.- JK m i 1.76" cHK .- LFS 3 OPAWING NG: ¢ REINFORCEMENT KEEPER RAIL ^ © 31 6 FL-15780.3 0 N � SHEET $ OF S O Florida Building Code Online Page 1 of 3 9 Florida Departmentq BCIS Home i Log In User Registration Hot Topics 2 Submit Surcharge . Stats&Facts Publications FBC Staff t BCIS Site Map j Links Search Busines (� ; Product Professi nal " J USER:Public User Approval Regulation 19119112M IMll! Product Aooroval Menu>Product or Application Search>Application List>Application Detail ^` FL# FL15780-R6 Application Type Revision Code Version 2014 Application Status Approved Comments Archived i Product Manufacturer Soft-Lite LLC Address/Phone/Email 10250 Philipp Parkway Streetsboro,OH 44241 (330)528-3400 Ext 1109 jtinker@soft lite.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Double Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Wi Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F.Schmidt,P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity Farabaugh Engineering and Testing,Inc Quality Assurance Contract Expiration Date 12/31/2017 Validated By Ryan 1.King,P.E. Ij Validation Checklist-Hardcopy Received Certificate of Independence FL15780 R6 COI CERTIFICATE OF INDEPENDENCE.Ddf Referenced Standard and Year(of Standard) Standard Year AAMA/W D MA/CSA101/I.S.2/A440 2008 AAMA/W D MA/CSA 101/I.S.2/A440 2011 ASTM E1886 2005 ASTM E1996 2006 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code https://www.floridabuilding.org/pr/pi_app_dtl.aspx?param=wGEVXQwtDgt3el SA1nEO... 7/20/2016 Florida Building Code Online Page 2 of 3 Product Approval Method Method 1 Option D Date Submitted 10/30/2015 Date Validated 10/30/2015 Date Pending FBC Approval 11/02/2015 Date Approved 12/15/2015 SummarV of Products FL# Model,Number or Name Description 15780.1 a."Imperial LS DI-112"Double Hung Extruded PVC Double Hung Window-(X/X Configuration) Window Limits of Use Installation Instructions Approved for use in HVHZ:No FL15780 R6 II INST 15780.1.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15780.1 for Design Pressure Ratings,any FL15780 R6 AE EVAL 15780.1.odf additional use limitations,Installation instructions and Created by Independent Third Party:Yes product particulars. 15780.2 b."5400 DH54(G5405)"Double Extruded PVC Double Hung Window-(X/X Configuration) Hung Window Limits of Use Installation Instructions Approved for use in HVHZ:No FL15780 R6 II INST 15780.2.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15780.2 for Design Pressure Ratings,any FL15780 R6 AE EVAL 15780.2.odf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. Cadditional c."5400 DH54(G5405)"Double Extruded PVC Double Hung Window-(X/X Configuration) Hung Window f Use Installation Instructions ed for use in HVHZ:Yes FL15780 R6 II INST 15780.3.odf ed for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Resistant:Yes Created by Independent Third Party:Yes Pressure:N/A Evaluation Reports See INST 15780.3 for Design Pressure Ratings,any FL15780 R6 AE Eval 15780.3.pdf l use limitations,installation instructions and Created by Independent Third Party:Yespanic.ars. 15780.4 d."5300 DH53(G5305)"Double Extruded PVC Double Hung Window-(X/X Configuration) Hung Window Limits of Use Installation Instructions Approved for use in HVHZ:No FL15780 R6 IT Inst 15780.4.12df Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15780.4 for Design Pressure Ratings,any FL15780 R6 AE EVAL 15780.4.odf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15780.5 e."5300 DH53(G5305)"Double Extruded PVC Double Hung Window-(XIX Configuration) Hung Window Limits of Use Installation Instructions Approved for use in HVHZ:No FL15780 R6 II Inst 15780.5.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15780.5 for Design Pressure Ratings,any FL15780 R6 AE EVAL 15780.5.odf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::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 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgt3e 1 SA1nEO... 7/20/2016 Florida Building Code Online Page 3 of 3 electronic mall 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_mails 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. Product Approval Accepts: aq ® iCMd a Credit Card Safe https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgt3e 1 SAInEO... 7/20/2016 R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O.Box 230 Valrico,FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No.9813 Productl Report • J / it Dafe. October29,2015 Product Sub Category Manufacturer Product Name Category Soft-Lite LLC "5400 DH54(G5405)" Windows Double Hung 10250 Philipp Parkway Double Hung Window Streetsboro,OH 44241 "Impact' (330)528-3400 Scope: This is a Product Evaluation report issued by R W Building Consultants,Inc.and Lyndon F.Schmidt,P.E. (System ID#1998) for Soft-Lite LLC based on Rule Chapter No.61 G20-3,Method 1 D of the State of Florida Product Approval, Department of Business&Professional Regulation. RW Building Consultants and Lyndon F.Schmidt,P.E.do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 5th Edition(2014)Florida Building Code(FBC)structural requirements including the"High Velocity Hurricane Zone". 2• Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the"HVHZ"this product complies with Section 1626 of the Florida Building Code and does not require an impact resistant covering_ 4. When used in areas outside of the"HVHZ"requiring wind bome debris protection this product complies with Section 1609.1.2 of the FBC and does not require an.impact resistant covering.This product meets missile level"D"and includes Wind Zone 4 as defined in ASTM E1996 and Section 1609.1.2.2 of the FBC. 5. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL 15780.3 require further engineering analysis by a licensed engineer or registered architect. 7. This product meets the water infiltration requirements for"HVHZ". 8. See drawing FL-15780.3 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard Testing Laboratory Signed by TEL 03001478, TAS 201,202&203-94 Testing Evaluation Lab-Inc. William B.Shelton,P.E. TEL 03001302 TAS 201,202&203-94 Testing Evaluation Lab.,lnc. William B.Shelton,P.E. TEL 03001303 AAMA/WDMA/101/I.S.2/A440-08 Testing Evaluation Lab.,lnc. V.K.Wright TEL 03001304 ASTM E 1886-05/E 1996-06 Testing Evaluation Lab.,lnc. V.K.Wright 2. Miami Dade NOA Materials Testing 14-0423.16 Saflex°PVB Interlayer(Eastman Chemical Company) 15-0528.13 PVC Extrusions(Vision Extrusions Ltd.) 3. Drawing No. Prepared by Signed&Sealed by No.FL-15780.3 RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E. 4. Calculations Prepared by Signed&Sealed by ASTMrE 300 Glass Load ing RW radon BuiIF!Schmidt, Es;Inc. (CA#9813) �w%paa16C � 1AAgLyndon F.Schmidt,P.E. 5. Quality Assurance voo �;•' 1G N SSC°°, ©®� Certificate of Participation issued by Farabaugh Engineering and °e b Testing, Inc,certifying that Soft-Lite LLC is manufacturing products oda 43409 o�• within a quality assurance program that complies with ISO/IEC o 17020 and Guide 53. o ° ®9 STATE ®� o p©oB o`�s'�� LyndonFF.L PE mIIplvidt.P E. 88if06Q011`�t146 09 10/30/2015 Sheet 1 of 1 t- ----- Oft-Li t Z) _� , � x =� `Windows SEE CHART FOR z S- 410 z FRAME SIZES iii�•'••... '• ��� o m m Britigitig gt4ality to heft. it ti it r` i o�e 10250 Philipp Parkway 1 o n z Streetsboro,Ohio 44241 1 a x Z d ���••\... C z o a / Em 0 `oa "5400 DH54 (G5405)" '� o c* m da`� DOUBLE HUNG WINDOW X �W 8 3d "IMPACT' t y W w �01-O GENERAL NOTES 1. This product has been evaluated and is in compliance with the5th Edition(2014)Florid 3 R w ^ Building Code(FBC)structural requirements including the"High Velocity Hurricane Zone" a w m (HVHZ). 2. Product anchors shall be as fisted and spaced as shown on details.Anchor embedment to X base material shall be beyond wall dressing or stucco. o a a 4 $ a a 3. When used in the"HVHT'this product complies with Section 1626 of the Florida Buildingx Y Y> Code and does not require an impact resistant covering. /�� 4. When used in areas outside of the"HVHT'requiring wind borne debris protection this z product complies with Section 1609.1.2 of the FBC and does not require an impact resistant covering.This product meets missile level'b"and includes Wind Zone 4 as defined in ASTMLn o z s s Ell 996 and Section 1609.1.2.2 of the FBC. w�0 0 5. For 2x stud framing construction,anchoring of these units shall be the same as that shown o w for 2x buck masonry construction. Q rr y>v 6. Site conddions that deviate from the details of this drawing require further engineering o o analysis by a licensed engineer or registered architect. �' Z �^ m 7. This product meets water infiltration requirements for"HVHT'. N N N o AX-- MAX GIaSS DESIGN PRESSURE(PSFj * z FRAME DLO TYPE "'`'_z aD TABLE OF CONTENTS ENSI ME SIONPOStfIYE NEGATIVE' are 6 24 73 i s SHEETS DESCRIPTION 1 Typical elevations,design pressures and general notes 54.0"X 76.0" 45.0"x 32.31" G7,G2 +45.0 -50.0 �uE N.T.S. o E 2 Horizontal cross sections MG.er: JK m & 3 Vertical cross sections 54.0'X76.0" 45.0"x 32.31" G2 +60.04 -65.0' aa.e*+ LFS ; 4 Buck and frame anchoring DRWNG NO.: C 5 Bill of materials,components and gloang details `Aluminum bar reinforcement(Item#31)required FL-15780.3 0 n for Design Pressures>+45/-50 psf. sNtfr t of 5 " 15 K R:\Olents\Soft-Lite Pennanmt\A-Florida product Approvals\FL-15780 Double Hung\C-Drawings\FL 15780 Drawings(2014)\FL-15780.dwg,2.3 L J _ O yA G F Z o rF o z 3 N m Bn z 3 pr 0g c�e m n-N no O r ❑ \� �� Q O 70 T ❑e o e d� °'N X X w� doo ww N � m W A �•�\ `\\ ,p O -G •A V/ N m- �• y a v Z N N T N Z. �O oil 70 O N op o Cp 0 Oo o> o d� r Loo • O NA N Wn Z O N O Ln o o III(1'JI ^ a O n �e oil V♦ �n o °' N ❑o e❑ LSoo H doo N T o OD c -o tJ iNir o N No.43409 y$ PRODUCT: ooaumente Prepared er. SOFT-LITE WINDOWS Lyndon F. Schmidt �// � F•' `��� 1 rn P.E. No. 43409 ///••••/ ""' �� IN 3 10 29 15 ADD REINFORCEMENT OPTION JK m r- '-Zr 2 8 24 15 REVISE SIZE& DESIGN PRE!74 PART OR ASSEMBLY:HORIZONTAL /m��'/BUILDING CONSULTANTS, INC. 1 4 21 15 UPDATE TO 5TH ED. 2014 FrJ li UIl P.O. Boz 230, Valrico, FL 33595 I0 �+ w NO DATE CROSS SECTIONS V Phona No.: 813.859.9197 REVISIONS FBPE C.A. No. 9813 ®2013 R.W.fil11LaINa CONeu LTANTB INC. t:\Olents\Soft-Ute Pennanent\A-Flodda Product Approvals\FL-15780 Double Hung\C-Drawings\FL 15780 Drawings(2014)\FL-15780.dwg,3.3 1-1/4"MIN. io EMB.(TYP.) O IA O po m N A c o m 0 O 0-09 00 0o o pD9 s H - d o� .01 fr � A " T m N , O z O n N 0 OO o. r li .vO IMOD N ❑ W N ❑� � i O � i�3 70 �E3 !30 p �, -O n� j -0 rn vc() D ❑ c3m3SP BIG DD D A � 0 y o a R.- 0 p O N <n O a CD ^3 m F 3 0.4 0 Bob 1-1/4"MIN. =` m m EMB.(TYP.) v a c � c W � 3 0 Q a m m � m D 1� W A ❑ tl < D O 0 �T O �o �a D ❑ Da X n B ❑ °'A° 0 0 O O o DD �y Inn m tr Z O m N Z 0 c Z ZO w - � O J 11111111111 EMBY. (TYP. ````.`,v�:scHly�� 1-1/4"MIN. N� EMB.(TYP.) / e No.43409 *% C/oma•21-iT� Q Q PRODUCT. DoaumentL Prepared By. SOFT-LITE WINDOWS Lyndon F. Schmidt IW p P.E. No. 43409 3 10 29 15 ADD REINFORCEMENT OPTION JK mr y 2 8 24 15 REVISE SIZE& DESIGN PRESSURE JK PART OR ASSEMBLY: /m� BUILDING CONSULTANTS, INC. p (n 1 4 21 15 UPDATE TO 5TH ED. 2014 FBC JK 1/v P.O. Box 230, VDlriao, FL 33595 IO W wNO DATE BY RS SECTIONS Phone No.: 813.859.9197 CROSS REVISIONS FBPE C.A. No. 9813 0 2013 R.W.BUILDING 001,18-ANTS INC. \\\I 11 4" �` .. oon :Q=z to ZP. on z a _� Z G U D og d 20 0 2X BUCK TYP. SASH F a a a 1X BUCK G z° \ BUCK r BUCK DIRECTTO D 1 FRAME—'-- MASONRY o J a: b� TYP.HEAD MEETING 8 JAMBS Z — — — — —-- ----- ------ ------- RAIL --- ------------ --------- Ex ur 3 v e 'v MASONRY TYP.SILL a v i MASONRY OPENING OPENING 2X BUCK K — SASH 03 XU DIRECTTO J o MASONRYEn z Y 0 o 25 � m i. 2-(TYP. �� m t✓ ¢ N zn ]U i ANCHORS THRU z w o IMPACT BLOCK FRAMEANCHORING o BUCKANCHORING a a U N (n Z s C� O P U,.9 V $ CONCRETEa ANCHOR NOTES: 4 N 1.Concrete anchor locations at the comers may be adjusted to maintain the min. z v, edge distance to mortarjoints. H 2.Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to o o maintain the min.edge distance to mortarjoints,additional concrete anchors g may be required to ensure the MAX.ON CENTER"dimension ore not exceeded. = > 3. Concrete anchor table a N a ANCHOR ANCHOR MIN MIN CiEARANC� ;MIN,CLARANCI i0 MASONRYTOAD.... ;; z NCHOR ITW 1. /4" 2" 4" ah 6124113 1 / srw� N.T.S. ELCO DWG.BY.- JK 'm g ULTRACON® 1/4" auc W. LFS 3 d � WOOD SCREW INSTALLATION NOTES., DROING NO.: m 1.Maintain a minimum 5/8"edge distance,1"end distance,8 1"o.c.spacing of FL-15780.3 0 a wood screws to prevent the splitting of wood. sHm 4 OF 5 H 0 BILL OF MATERIALS �%%%�"� REM A DESCRIPTION MATERIAL 2.31" cQ�• ,••.•••• •0�� m A 1X BUCK SG 0.42 WOOD o o 1.32-� j,�. �' B 2X BUCK SG>=0.42 WOOD �-�� C 1/4"MAX.SHIM SPACE 0' 0.08" z D 114'X 2.3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL D 0,065 1,35 V'• ; `� =N n MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI E CONCRETE 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 J� 9 GLAZING BEAD �� REINFORCEMENT �i�����ll*I ' ``��� Z o m o o F #10 X 2-1/7'PPH WS STEEL c, a N•:Z G 1/4"X 3-1/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 0 8 PLAIN RAIL 1.76„ 1 w o w \ ` t L m 9 m @ H 114'X 2-1/4"PFH ELCO OR ITW CONCRETE SCREW STEEL v J iX 1-3/4"PFH ELCO OR ITW CONCRETEa SCREW STEEL Q e n o a /4" K #10 X 1-1/7'PFH SMS STEEL 2.75 4 m a a L #10X1"PFH SMS SS1.88" N a 0.065' � E 9z 1 FRAME' PVC `w 4 HEAD ADAPTER' PVC m o a d 5 HANDLE RAIL' PVC �� w o 0 N 12 12 6 KEEPER RAIL* PVC Z y aJ N 7 LOCK RAIL" PVC 0.065' o oars 8 PLAIN RAIL' PVC z �� 9 GLAZING BEAD' PVC N 0 LOCK RAIL �'z 10 REINFORCEMENT(6063 TS ALUM.) ALUM. El y �— T� SIUADAPIER = d 11 SILL ADAPTER' PVC p N I s 20 PUSH BUTTON SWEEPLOCK 0.9g' o � 21 PUSH BUTTON SWEEPLOCK KEEPER o o� 23 #7 X 3/8"PFH MS STEEL , 1.87° &I o 25 TILT LATCH O12 L D o N 26 #6 X 1"PFH TEK SCREW STEEL o >>it>- 28 WEATHERSTRIP(0.25(Y"SINGLE FIN PILE) �J T- 30 30 1/4"X 7'X 6"LONG PLASTIC IMPACT BLOCK ABS EnEn 31 1 REINFORCEMENT 0.25'X 1.5'X 5U'(6065-T5 ALUM) ALUM FRAME o o N *THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY 4 HEAD ADAPTER L ❑o� a o EXTRUDERS UCENSEES IN"AAMA CERTIFICATIONS PROGRAMS FOR RIGID PVC EXTRUSIONS". II I v N rn 1.51" w pp O 0 o S HANDLE RAIL o w N I"GLASS BITE 1"GLASS BITE UO o 7/8"THICK 7/8"THICK z m 2 1/9-ANNEALED 1/8"ANNEALEDEn e O O 0.090 D(°SAR PVB INTERLAYER O 0.090 SAFLEX'PVB INTERLAYER ¢ l $ D 1/8"ANNEALED O 1/8"ANNEALED y w z AIR SPACE AIR SPACE 0.25'� o 1/8"ANNEALED 1/8"ANNEALED • n N o m T �i z STEEL INTERCEPT SPACER STEEL INTERCEPT SPACER T -F �' Z ° 5 I o 6124 113 zo INSTANT GLAZE III(DOW) 24005A5(DOW) h L ❑Oo o srur N.T.S. o GLAZING DETAILGLAZING DETAIL I i Mr.er: JK m g G7 G2 L i 11C CHK ae LFS 3 DwanNG No.: ¢ e © 31 REINFORCEMENT r,"\KEEPER RAIL o FL-15780.3 n SHEET 5 of 5 N 0 7/4/2015 Florida Building Code Online #v�� A./V' 'R• > ..'""A Rkfp� $ +Y~�4�s .(q., �i ry hg"� � -� _� e 1 VA011�m'" -201- .j. tc=is, Flodda Department! BCIS Home Log In user Registration i Hot Topics ; Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search Busines 'D Professi rral } "'),ProductER:Pubic User al USER:Public User Regulation Product Aooroval Menu>Product or Aoolication Search>Application List>Application Detail CIr ar ? sL ' $ FL# FL15781-RS Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Soft-Lite LLC Address/Phone/Email 10250 Philipp Parkway Streetsboro, OH 44241 (330) 528-3400 Ext 1109 jtinker@soft-lite.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Horizontal Slider Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity Farabaugh Engineering and Testing, Inc Quality Assurance Contract Expiration Date 12/31/2016 Validated By Ryan J. King, P.E. Validation Checklist- Hardcopy Received Certificate of Independence FL15781 R5 COI CERTIFICATE of INDEPENDENCE.odf Referenced Standard and Year(of Standard) Standard Year AAMA/W DMA/CSA101/I.S.2/A440 2011 AA M A/W DMA/CSA 101/I.S.2/A440 2008 ASTM E1300 2004 ASTM E1886 2005 ASTM E1996 2006 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Sections from the Code hftps:/Ifloridabuilding.org/pr/pr_app o.aspx?param=wGEVXQwtDgt3eiSAInEOW9Taf7MFDxJQVotb9tNgzgrfLEou%2fbEojgp/o3dp/o3d 1/3 7/412015 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/06/2015 Date Approved 06/22/2015 Summary of Products FL# Model,Number or Name Description 1 15781.1 a. "Imperial LS DSL12" Double Extruded PVC Double Horizontal Sliding Window- (XX Slider Window Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15781 R5 II Inst 15781.1.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See INST 15781.1 for Design Pressure Ratings, any FL15781 R5 AE Eval 15781.1.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15781.2 b. "Imperial LS TSL12"Triple Slider Extruded PVC Triple Horizontal Sliding Window- (XOX Window Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15781 R5 II Inst 15781.2.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST-15781.2 for Design Pressure Ratings, any FL15781 R5 AE Eval 15781.2.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15781.3 c. "5300 DSL53(G5352)" Double Extruded PVC Double Horizontal Sliding Window- (XX Slider Window Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15781 R5 II Inst 15781.3.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See INST 15781.3 for Design Pressure Ratings, any FL15781 R5 AE Eval 15781.3.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15781.4 d. "5300 DSL53 (G5352)" Double Extruded PVC Double Horizontal Sliding Window-(XX Slider Window I Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15781 R5 II Inst 15781.4.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15781.4 for Design Pressure Ratings, any FL15781 R5 AE Eva] 15781.4.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15781.5 e. "5400 SSL54(G5402)"Single Extruded PVC Single Horizontal Sliding Window- (OX or XO Slider Window Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15781 RS II Inst 15781.5.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See INST 15781.5 for Design Pressure Ratings, any FL15781 R5 AE Eval 15781.5.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15781.6 f. "5400 SSL54(G5402)"Single Extruded PVC Single Horizontal Sliding Window- (OX or XO Slider Window Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15781 R5 II Inst 15781.6.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409 hftps://fioridabuilding.org/pr/pr_app dtl.aspx?param=w 1 nEOW9Tat7MFDx o g—rfLEou%2fbEcjg%3d0o 2/3 7/4/2015 i Building Code O i Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15781.6 for Design Pressure Ratings, any FL15781 R5 AE Eval 15781.6.Ddf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15781.7 g. .5400 TSLF54"Triple Slider Extruded PVC Triple Horizontal Sliding Window- (XOX Window Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15781 R5 II Inst 15781.7.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15781.7 for Design Pressure Ratings, any FL15781 R5 AE Eval 15781.7.Ddf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15781.8 h. "5400 TSLF54"Triple Slider Extruded PVC Triple Horizontal Sliding Window- (XOX Window Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15781 R5 II Inst 15781.8.Ddf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See INST 15781.8 for Design Pressure Ratings, any FL15781 R5 AE Eva] 15781.8.Ddf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. iivL e,t 4. i Contact Us:: 1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida. :: Privacy Statement::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. Product Approval Accepts: W19 FEo—q ibz sccu r1 t Y.m};'r'Yt`IC,'5'r https://floridabuilding.org/pr/pr_app dd.aspx?param=wGEVXQwtDgt3eiSAInEOW9Taf7MFDxJQVotbgtNgzgrfLEou%2fbEojg%3d%3d 3/3 R R W Building Consultants, Inc. W Consulting and Engineering,Services for the Building Industry B P.0,130%"0 Valtice.171,33595 Ph=913.659,9197 CFlwida Bc=d of Professional Enginesn Certificate ofAuUturizatioa No.9913 FL-1578L6 4. ProductEvaluation Report 1 Date. April 29 101.5 Product Sub Category Manufacturer Product Name Category Soft-Lite LLC "5400 SSL64(G5402)" W4tindows Horizontal Slider 10250 Philipp Parkway Single Slider Window Strentsboro,OH 44241 "Impact" (3301 528 3444 scope: This is a Product Evaluation report issued by R W Building Consultants,Inc.and Lyndon F.Schmidt,P,E.(System ID#f1998) for Soft-Lite LLC based on Rule Chapter No.61G20-3, Method 1 D of the State of.Florida Product Approval,Department of Business&ProfessionabRegulation. RW Building Consultants and Lyndon F.Schmitt,P,E,do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1,This product has been evaluated and is in compliance with the 5th Edition(2014)Florida Building Code(FBC)structural requirements including the"High Velocity Hurricane Zone". 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material shall be beyond wall dressing or stucco. 3.When-used in the`HVHZ°'this product complies with Section 1626 of the Florida Building Codeanddoes not require an impact resistant covering: 4.When used in areas,outside of the"HVHZ"requiring wind f oms debris protection this product complies with'Section 1609,1,2 of the FBC and does not require an Impact resistant covering.'this product meets missile level`Q"and includes Wind Zone 4 as defined in ASTM E1996 and Section 1609.1.2.2 of the FBC. 5. For 2x stud framing construction,anchoring of t ese units.shall be the same as that shown for 2x buck masonry construction 6. Site conditions that deviate from the details of drawing FL 15781,6 require further engineering analysis by a licensed engineer or 7.This product m�ts water infiltration requirements for"HVHZ". . u In m n dI f r 's cements of FBC Section 2003, 9.Sea drawing FL-15781.6 forsize•and design pressure limitations. Supporting Documents: 1, Test Report No. Test Standard Testing Laboratory Signed b TEL 03001201 TAS 201,202&203-94 Testing t:valuation Lab. William Shelton,RE 2. Miami Dade NOA Materials Testing 13-0129.27 DuPont Butacitea PVD Interlayer 14.0$20.11 PVC Extrusions(Vision Extrusions Ltd.) 3. Drawing No. prepared by SLgned&Sealed by No.FL-15781.6 RW Building Consultants.Inc.(CA#9813) Lyndon F.Schmidt,P.E. c." 4, Calculations Prepared to xi'-Signed&-Sealed bV Anchoring RW Building Consultants,Inc(CA#9813) Lyndon F.Schmidt RE. ASTM E1300 Glass Load Lyndon F.Schmidt,P.E. r 5. Quality Assurance Certificate of Participation issued by Farabaugh Engineering and Testing,Inc,certifying that Soft-Lite LLC Is manufacturing; 'roducts r --� u within a quality,assurance program that complies with IS(IEC b u 17420 and Guide 53. Lyndon F.Schmidt,P.E. FL PE No.43409 4129/2015 Sheet 1 of 1 windows Z ;�i��ZZ� 0 rte/ �•••.. 1�t Bringing quality to light. '�., 1 �%% o m Z10250 PMipp Parkway a N•: Streetsboro,Ohio 44241 SEE CHART FOR FRAME SIZES p v_ n c z 4 N Em z m o0 v A a o V o`o Wa �t m a d LL '15400 SSL54 (G5402)" ° `z Sin le Slider Window Jia 9 H N � �O 'IMPACT' 3 of GENERAL NOTES Z X l. This product has been evaluated and is in compliance with the 5th Edition(2014)Florida - O m Building Code(FBC)structural requirements Including the"High Velocity Hurricane Zone" _ J� (HVHZ). w � 2. Product anchors shallbe as fated and spaced as shown on details.Anchor embedment to o base material shall be beyond wall dressing or stucco. a a 3. When used in the"HVHT'this product complies with Section 1626 of the Florida Building Code >?m and does not require an impact resistant covering. / U 4. When used in areas outside of the"HVHT'requiring wind bome debris protection this product compries with Section 1609.1.2 of the FBC and does not require on impact resistant covering. v This product meets missile level"D"and includes Wind Zone 4 as defined in ASTM El 996 and N d N Section 1609.1.2.2 of the FBC. Z z 0 5. For 2x stud framing construction,anchoring of these units shall be the some as that shown for 2x buck masonry construction. o c, 6. Site conditions that deviate from the details of this drawing require further engineering analysis o ti by a licensed engineer or registered architect. Z 7. This product meets water infiltration requirements for"HVHT'. AZ 8. Aluminum components,including fasteners,shall meet the requirements of FBC Section 2003. 0 0 TABLE OF CONTENTS DIMENSfON_ DIMENSION,; TYPE POSRIYE NEGATNF i' vATe 6/19/13 SHEET# DESCRIPTIONs-m- N.T.S. o 1 Typicalelevations,design pressures and general notes 73.0"X 63.0" 31.875"x57.312" Gl +50.0 -50.0 BY.- JK :3 2 Horizontal and vertical cross sections CHK,BY. LFS 3 3 Buck and frame anchoring NOTE:In the"HVHT,this product is not to be installed over 30 H.height atwve r d. DRAWING NO.: n 4 Bill of materials,components End glozing details FL-15781.6 G SHEET—L OF ¢ d R:�Oients\Soft-Ute PermanenttFlorida product Approvals\FL-15781 Horizontal 5111-DrawNgs\FL Current Drawings(2014)\FL-15781.5-6.dwg,2.6 O N r o p M o 0 0 000 `yam v C) CD CL O W> 2 O 7 �y �? X T ❑ F-1 m \\ 00 �O Qa M n-A A A N / O NW NN m U N z � a d � oo tlf p A N A 0 O A --I 1u, r N W N N p A 00 a 9 'C A U X 0 O m A n p A ><y D 3 os nZ m n z O Z p m a m m w to C� n rs v x 0 x O Om >• �� V. cA Q O w►a,x emu, Zr D H m u u� O 004 O Z O �I-1/4"MIN. T O •O T 1-1/4"MIN. EMB.(tYP.) A EMB.(TYPJ 1 til 11117�� �� V,.•'VCENfBg••.�• �� No.43409 •:*� IT4 PRODUCT: Documents Prepored By:i r"T F `+ H SOFT—LITE WINDOWS Lyndon F. Schmidt ��is.• OR1D�`.%•G\`���` IN I LL�� rn P.E. No. 43409 y ra —4/2-1/1-5 2 UPDATE 70 5TH ED. 2014 FBC JK PART OR ASSEMBLY: /m{' BUILDING CONSULTANTS, INC. fn —. 1 12/15/14 REVISED DRAWING NO. JK t/v�P.O. Box 230, Valrlco, FL 33595 I� a NO DATEHORIZONTAL AND VERTICAL Phone No.: 813.659.9197 REVISIONS CROSS SECTIONS FBPE C.A. No. 9813 ®2013 R.W.BUILDING CONSUL—TS INC. BY 41 oil i�y? z rc�,•GJ��z m n 14"MAX. ''i� '•...... •••�5�. o m m rINP I O.C.(TYP.) 1 ''''�/dill n5`� `,``` o a m z° (NP.I z m z \ \v Oa JCS 00. I I J F I 1 I V LL mda� I I III s o z I I TYP, III p 2X BUCK o a I I � — II I III G 1X BUCK I I BUCK III DIRECT TO z 9 BUCK FRAME _ III MASONRY _ 3 U X N MASONRY I I MASONRY III TMP _z Q OPENING I I OPENING III 3 > I � III —O 5 N o 8 I I a L? z —O III Fo Q b-• I I ^ .' + I I III I I } I 0 m 71 e BUCK ANCHORING FRAME ANCHORING 4 o N z Z 3 W Z V) x 3 CONCRETE ANCHOR NOTES: r' t.Concrete anchor locations at the comers may be adjusted to maintain the min. o edge distance to mortar joints. 1 y Z Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to . maintain the min.edge distance to mortarjoinfs,additional concrete anchors X 7YP.®HEAD AND SILL "M b maybe required to ensure the AX.ON CENTER"dimension are not exceeded. �v F 3 Concrete anchor table: F a $ ANCHOR ANCHOR. MIN INCLEAPA MfN CIEAttANCE. N N TYPE 3RE EMBEDMENT; 70 MASONRY TO ADJACENT * i .... EDGE :ANCHOR w z o° 4" DATE 6119113 i EC ELCOsr m- N.T.S. ULTRACON 1/4" MG.BY.. JK Ei g WOOD SCREW INSTALLATION NOTES: cxx.BY. LFS 3 1.Maintain a minimum 5/8"edge distance,I"end distance,&I"o.c.spacing ofDwa we NO- wood awood screws to prevent the spriffing of wood. FL-15781.6 n FL-15781.6 0 _SHEET 3 or 4 N 0 a ``'%JIT BILL OF MATERIALS 3.77' ��%``` ... * DEME DESCRIPTION MATERIAL +as{ o A 1X BUCK SG 0.55 WOOD B 2X BUCK SG>=0.55 WOOD C 1/4"MAX.SHIM SPACE - %N'� z D 1/4"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL y`� s O"' E MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE / 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 ��///��TI I I ������� z o m o On z F #10 X 2-1/7'PPH SMS STEELo x G 1/4"X 3 3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL P� \ Q E m ?m°a v X #B X 3"PPH SMS W/RUBBER WASHER STEEL r 1 MAIN FRAME' PVC `1 a y a 'm a a T 2 LOCK STILE' PVC �Fl E o z 3 PULL STILE' PVC 0.06, – o ui 4 MEETING STILE' PVC 5 GLAZING BEAD' PVC z 7 REINFORCEMENT(6063-T5 ALUM.) ALUM w z 9 RAIL` PVC I 3 as 20 PUSH BUTTON SWEEPLOCK 3 o u o 21PUSH BUTTON SWEEPLOCK KEEPER T MAIN FRAME Z 23 #7 X 3/8"PFH MS STEEL 2.31" -1- 26 #6 X 1"PFH TEK SCREW STEEL ❑ •THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY EXTRUDERS LICENSEES IN"AAMA CERTIFICATIONS PROGRAMS FOR RIGID PVC EXTRUSIONS'. En o z o0.07— 0.0T'-- ^ o M u� o NEXT GENERATION(DOW)OR © 0.065' --1.17 INSTANT GLAZE III(DOW) 0'0� 135 . I"GLASS BITE I '--{ a 7/8"THICK REINFORCEMENT $ GLAZING BEAD 2 LOCKSDIE y o En z z 2.31" 3 w 1/8"ANNEALED 1.51" 00 w 0.090'DuPONT Butacite® ~ PVB INTERLAYER 2.58" a 1/8"ANNEALED 0.07" OD =a m 0 Iu i D F 1/8"ANNEALED L O.OT' 0.1 —0.065" I DAM 6/19/13 i cn L SCX. N.T.S. 5 O c.BY. JK m IR STSPACER GLA77NG DETAIL a+K EM LFS MG. G1 3 PDLL STILE DPAWMC NO.: m 9 RAIL 4 MEEDNG S71LE FL-15781.6 SHEEP_�L OF q, N 7/4/2015 Florida Building Code Online 7orda Deparment4 SCIS Home Log In 1 User Registration Hot Topics Submit Surcharge Stats&Fads Publications FBC Staff ' BCIS Site Map Links 3 Search Bus'nes (�) �"ry ;}Product Approval Professi ria __. USER:Public User Regulation Product Approval Menu>Product or Aoolication Search>Application List>Application Detail 9fi FL# FL11103-R2 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 ekoss@cws.cc Authorized Signature Koss Erin ekoss@cws.cc Technical Representative Erin Koss Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 ekoss@cws.cc Quality Assurance Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 jlathrop@cws.cc Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed Lucas A.Turner the Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich, PE Validation Checklist- Hardcopy Received Certificate of Independence FL11103 R2 COI EvalReD CWS-2988(SGD-8900. IMP).Ddf Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440-05 2005 ASTM E1300-04 2004 ASTM E1886-02 2002 ASTM E1996-02 2002 TAS 201/202/203 1994 Equivalence of Product Standards https://floridabuilding.org/pr/pr_appdtl.aspx?param=wGEVXQwtDgttaGslp3GvutOCRBKBPq%2fDPvnFimWAkdS3N3YofrjggA%3d°/pad 1/2 7/4/2015 Florida Building Code Online Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/20/2015 Date Validated 04/23/2015 Date Pending FBC Approval 04/25/2015 Date Approved 06/23/2015 FFASTME1300-04. ar of Products Model,Number or Name Description .1 SGD-8900 PVC Sliding Glass Door. SGD-8900 PVC Sliding Glass Door. .....................— of Use Installation Instructions oved for use in HVHZ:Yes FL11103 R2 II CWS-2988(SGD-8900. IMP).odoved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 ct Resistant:Yes Created by Independent Third Party: Yes n Pressure: +60/-60 Evaluation Reports r: Large Missile, DP = +/-60 psf, Max. panel size 4'x FL11103 R2 AE DuPont SGP NOA 11-0624 02.Ddf nfig. include OXXO, OXO, OX, XO. Glass complies to FL11103 R2 AE EvaIReD CWS-2988 (SGD-8900. IMP).DdE1300-04. FL11103 R2 AE Ouanex (Mikron) NOA 12-1017 02.Ddf Created by Independent Third Party: Yes 0 Contact Us:: 1940 North Monroe Street.Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida. ::Privacy Statement::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 d°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. Product Approval Accepts: ® eChesk M Sccurit VNf.rmc https://floridabuildirtg.org/pr/pr_appO.aspx?param=wGEVXQwtDgttaGslp3GvutOCRBKBPq%2fDPvnFimWAkdS3N3YofrjggA%3d%3d 2/2 URNER 1239 Jabara Ave. North Port, FL 34288 TENGINEERING & Ph. 941-380-1574 CONSULTING, INC. FBPE C.O.A. #29779 Evaluation Report 298B April 18, 2015 roduct Description: Series 8900 PVC Sliding Glass Door, LM Impact, 4'x8' nominal panel size max. Manufacturer: Custom Window Systems, Inc. 1900 SW 44th Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the requirements of the 5th Edition(2014) Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report, prepared by Lucas A. Turner, P.E., at 1239 Jabara Ave.,North Port, FL 2) Approval drawing CWS-298B, signed and sealed by Lucas A. Turner, P.E. 3) Test Reports NCTL-210-3506-1 and-lA, from National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara, P.E. a. Testing Performed: TAS 201/202/203 1994, AAMA/WDMA/CSA 101/I.S.2/A440-2005, and ASTM E 1886/1996 2002 4) Supplemental Calcs. to support CWS-298B, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS-298B. Limitations of Use: This product: • May be used in up to 48 7/8"x 93 1/2" panel sizes (96"max. door height), with glass types and max. glass daylight sizes as shown in CWS-298B • Achieves design pressures of+/-60 psf • Is Large Missile Impact Resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires Dupont SentryGlas (SGP) Interlayer per Miami-Dade NOA#11-0624.021 • Requires Quanex (Mikron)white rigid PVC extrusions per NOA#12-1017.021 t I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the 5th Ed. (2014)Florida Building Code for use in this product. Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in any other entity involved in the testing or approval process of this product. �,�++►�+����,� p,fiAORE4trT��i�. v No 58201 4/18/2015 :.t► a Lucas A. Turner, P.E. . STATE OF 0 . ���: FL PE#58201 i�-"',,,ON Ail``t�� GENERAL NOTES: SLIDING GLASS DOOR - IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO WINDOW SYSTEMS COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT EDITION AND IS RATED FOR IMPACT USE IN WIND ZONE 4 AND HIGH VELOCITY 1900 SW 44TH AVE. HURRICANE ZONE(HVHZ)AREAS AS DEFINED IN ASTM E 1996 PER THE FBC. OCALA,FLORIDA 34474 191 1/8' W W W.CW S.CC 48 7/8• MAX UNIT WIDTH 2.GLAZING DETAIL:(SEE SHEET 2) PA WIDTH A 3.APPROVED CONFIGURATIONS:"OXXO",'OXO",'XO',"OX' 8900 PVC 4.DESIGN PRESSURES: SLIDING GLASS --413/4'— -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS DOOR-IMPACT 96" GLASS I TABLES ASTM E-1300-04. MAX __DLO __ __ _! -POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE,WATER UNIT INFILTRATION TEST PRESSURE,AND GLASS TABLES ASTM E-1300-04. n N HEIGHT O X O 5.ANCHORAGE:THE 33 113%STRESS INCREASE HAS NOT BEEN USED IN THE N o FW 93 1/2' 86 318- DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR INSTALLATION DETAIL o o O mAx PANEL B GLOSS B WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR Y HEIGHT CALCULATIONS. Y a p B W m 6 6.PRODUCTS APPROVED FOR IMPACT RESISTANCE.SHUTTERS ARE NOT C REQUIRED, m m p 6 LL 7.ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER.VENTS FULLY WELDED. $ Z A q W o 6 8.SERIES/MODEL DESIGNATION:SGD-8900. a o d w f 96. 9.THE DESIGNATION XAND O STAND FOR THE FOLLOWING: P < 14513/16' MAX UNIT WID7H X=OPERABLE SASH,O=FIXED SASH. o a w MAX UNIT WIDTH a O 48 7/8 8 718' MAX 10.SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS. PANEL DTHI PANELWIDTH m ¢ Z I � 11.EXTERNAL WEEP SLOT=1/4 x 1"LOCATED 4"FROM BOTH ENDS. --41314-- -413/4"- G 1 3/4" PNORE41r GLASS 193112' GLASS +SGP . �G6lJSF•.'�y4 DLO 96"MAX __DLO __ LINT _ _ __ v:• No 58201 •�p UNIT *' * •:* HEIGHT '.�: ,q-. 93112" D 863/8.O xx O D Z9 STATE OF .4UPNAX GLOSS ELEOXGHT �i s •• U�� HEIGHT G86 318" LASS DLO y� C 4/3/2015 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: GENERAL NOTES AND TABLE OF CONTENTS MAX. PANEL DESIGN PRESSURE ELEVATIONS CONFIG. MAX. UNIT SIZE IMPACT RATING DRAWN BY: DATE: GENERAL NOTES&ELEVATIONS.....................1 ADE 06/03/08 SECTION VIEWS OXXO&GLAZING DETAIL....2 XO 96"x96" +/-60 PSF LARGE MISSILE IMPACT SECTION VIEWS OXO&XO................................3 DWG#: REV.: EXTRUSIONS&B.O.M.........................................4 „x 96„ 48 „ CWS-298 B ANCHOR SCHEDULE&NOTES............................5 „ „ scALE: SHEET INSTALLATION DETAILS.....................................6 exxe191 68 PSF LARGE MISSILE MPACT 1:33.33 1 OF 6 WIN\Ss�MS 25 18 264 7 3 21 0 8 16 33 1900 SW 44TH AVE. OCALA,FLORIDA 34474 W W W.CWS.CC r 0 8900 PVC ❑ ❑ SLIDING GLASS 6 0 DOOR-IMPACT N O W N � r O O ❑ w } W m 1 1 30 33 6 4 19 2 9 1 U U Z m0 SECTION B-B c N N Z W 17 1"OVERALL w a O 1 fT a ® 3/16'TEMPERED W w L) SAp8�1 r 318"AIRSPACE G p u1 2 1JJ 11\ 7116'LAMINATED GLASS 4 3116^ANNEALED GLASS m Q Z ILS I 23 .090 SENTRY GLASS IONOPLAST INTERLAYER �p��� DRE W Fra 12 8 3/16^ANNEALED GLASS PAIR OF ANCHORS AT EACH CLIP. Lo ^�•J`�Q`�PiGfi�js Gpy ' � 13 ❑ SEE SHT 6 FOR SPACING v No 58201 d 59• STATE OF -411 Z 4(1 33 'O A. P'2� 13 PURFECTLA GLAZE H^ . ���•qsS O . SIKAFLEX S %`��`` 13116^GLASS BITE Xz 30 4/3/2015 13 SECTION C-C LUCAS A.TURNER,P.E. 30 J 1 FIXED PANEL ATTACHMENT FL PE#58201 4 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-38b-1574 14 NOTE: 37 I —�� I tp STALLATION WITH NO SILL RISER ALLOWED ONLY WHERE SHEET DESCRIPTION: WATER INFILTRATION RESISTANCE IS NOT REQUIRED. SECTION VIEWS-OXXO to AND GLAZING DETAIL 31 7 DRAWN BY: DATE: 9 ADE 06/03/08 " DWG#: REV.: 3 15 1:1.33 CWS-296 B SCALE: SHEET 1:2.63 2 OF 6 fflWINDOW SYSTEMS 1900 SIN 44TH AVE. OCALA,FLORIDA 34474 WWW.CWS.CC 33 16 8 0 1 3 13 7 4 26 18 5 8900 PVC (� o o El SLIDING GLASS ❑❑ a DOOR-IMPACT a 1q N 0 I 1� w m 2) LL LL O < o (q 1 2 9 35 34 19 4 6 30 1N N Z W SECTION D-D o o a r 0 0 a p m Q Z 25 18 6 24 7 33 23 JOP:4\CElJSF•,�P,L4 v f ko 58201 'b• # 4�' ❑ LLL„���/// �9 STATE dF :44t OR1?p F a •4ONA SS•� ' n 4/3/2015 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. 1 1 30 33 6 24 19 2 NORTH PORT,FL 34288 PH.941-380-1574 SECTION E-E SHEET DESCRIPTION: SECTION VIEWS-OXO AND XO/OX DRAWN BY: DATE: NOTES; ADE 06/03/08 1.ITEMS NOT SHOWN FOR CLARITY:10,26-32 DWG S: REV.: 2.VERTICAL SECTION CAN BE SEEN ON SHEET 2. CWS-298 B SCALE: SHEET 1:2.63 3 OF 6 PARTS LIST 515116^ -{ FRAME CONSTRUCTION ITEM PART NO.DESCRIPTION VENDOR MATERIAL I1 5/8' \`s'lnhtL(YIIU 1 H-6042 FRAME,MAIN,SGD MIKRON PVC }- 2 S-6040 THRESHOLD/FILLER, SGD MIKRON PVC O t WINDOW SYSTEMS 3 S-1722 SUPPORT BLOCK,FIXED,SGD a KEYMARK ALUM DO 24 1900 SW 44TH AVE. 4 H-6059 PANEL TOP/BOTTOM RAIL, SGD MIKRON PVC 17/8" (� 11 211116" 1/8° WW.www. FLORIDA 34474 f U t/8" CWS.CC 5 H-6033 PANEL SIDE RAIL,SGD MIKRON PVC I Ll -j LiI--'��❑n� ` 6 H-6033 PANEL,INTERLOCK,FIXED MIKRON PVC L I—JI—JU LJ L 7 H-6060 PANEL,INTERLOCK,OPERABLE MIKRON PVC PVC OUTER FRAME-6042 REINF.-1993 8900 PVC 8 H-6061 INTERLOCK,SNAP-ON MIKRON PVC 9 H-6043 ASTRAGAL,SGD, MIKRON PVC SLIDING GLASS 10 P-3142 ROLLER,TANDEM SULLIVANESTEEL 1 718"�{ 1 7/8"--} 1 7/&'--} SCREWED TOGETHER DOOR-IMPACT FRAME CORNERS 11 P-3342 SEAM SEALER,SM-5504 SCHNEE I 1:10 12 P-3039 SET.BLOCK,85 DUR.1/8"X7/8"X2' FRANK LOWE RUBBER 13 P-3438 SIKAFLEX552 OR PURFECT GLAZE°H" SIKA/HENKEL 4 6 VENT CONSTRUCTION 14 P-3429 WSTP.,0.270 X.187,BACK FINSEAL ULTRAFAB 7 5 N Fw- 15 P-3539 98 X 3/4"QUAD PHILIPS,TEK FASTENAL ZINC o o 16 P-3557 #10 x 2,HEXHEAD,TEK FASTENAL ZINC 3 9116• 3 9116• 3 9/16" Y 17 P-3752 CAP PLUG,1/2"HOLE M&M NYLON 118" w m 18 P-3767 #10 X 1'HEX WASHER HEAD,TEK FASTENAL ZINC 19 P-3789 LOCK&HANDLE KIT,PVC,SGD AMESBURY STEEL 1/8" U) 1/8 A crr wv Z 20 P-3792 3/4"KEEPER AMESBURY SS m m O 21 P-3793 MORTISE LOCK HS&D SS < �_ 22 P-4136 #10 x 2,PAN HEAD PHIL,SMS FASTENAL STEEL N N z > PVC PNL INTERLOCK-6060 PVC PNL LOCKSTILE-6059 PVC PNL INTERLOCK-6033 VENTS FULLY WELDED O u1 23 S-1775 REINFORCEMENT,ALUM.,PANEL KEYMARK ALUM w w 24 H-1993 REINFORCEMENT,ALUM.,PANEL KEYMARK ALUM 1'10 a ao a 25 P-4295 FIXED PANEL CLIP KEYMARK ALUM U 26 S-1597 COVER,FIXED PANEL CLIP KEYMARK ALUM 11/16' rn UJ 27 S-1930 PANEL TRACK,ALUMINUM,SGD,SILL KEYMARK ALUM 1/2 2" 21/16" a 28 S-1726 REINFORCEMENT,ASTRAGAL,SGD KEYMARK ALUM 1 55/8" 9� 29 S-1737 HIGHRISE SILL,ALUMINUM KEYMARK ALUM a 5 28 m Q Z 30 S-6037 GLAZING BEAD 1.00",SGD MIKRON PVC 3 ���puugpp 31 S-6041 TRACK,SCREEN,SGD MIKRON PVC 213/16• Pp7D ` y REw 32 S-6046 SUPPORT WELD,SGD MIKRON PVC 33/16 1/16• 31/16" 25/8' 115/16" Q•; ... .. Q 33 GLASS(SEE SHEET 2) 1116' "V >~ F"N 2��g t/8' 34 H-6044 SCREEN CHANNEL MIKRON PVC �y tl16• No 58201 35 S-6045 SCREEEN ADAPTOR MIKRON PVC I I # 36 P-0278 WSTP.,0.2'X 1.25"DUST PLUG ULTRAFAB IL JI Z-0. :2 t 37 S-1764 SILL THRESHOLD COVER(8900) KEYMARK ALUM Z9 STATE OF :kj C 38 P�366 WSTWS'P.,1"X7.1"X0.7"DUST PLUG ULTRAFAB PVC INTERLOCK SNAP-6061 FIXED PNL CLIP-4295 FIXED PNL COVER-1597 REINF.-1775 HIGHRISE-1737 '��c ,� O R 1 pP;\�a�� 40 P 4479 WE P HOLE COVER,BACK FIN SULLIVAN PVC 2 11/16"� 2119' 3/4" 2 ,'��'SS��NA/OW. %0N 37 1/16' 32 z� 3 3/8'--"f �--.}—518" 1l2"—{ 95 13/8" 13/16"7",- 51/16" IIv1s' � t 3/4• 4/3/2015 3/4' lits• L1116• LUCAS A.TURNER,P.E. s 28 L ROLLER TRACK-1930 FL PE#58201 SILL THRESH COVER-1764PVC SCREEN ADAPTOR-6045 1239 JABARA AVE. PVC WELD SUPPORT-6046 NORTH PORT,FL 34288 7/8" 2 1/i 6" PH.941-380-1574 2 3/16' SHEET DESCRIPTION: 4 OO a� 4 3l8' 1/9' 7/16• (� 5/8' 1a BOM AND EXTRUSIONS 1112' '� 9/16"1 vTIFE.- L 18 11 118' DRAWN BY: DATE: 118' 1FIXED PNL SUPPORT-1722 tns• 1/16• ADE 06/03/08 PVC SCREEN CHANNEL-6044 PVC TRACK FILLER-6040 PVC SCREEN TRACK-6041 DWG#: REV.: oa�i CWS-298 B NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE SPECIFIED. PVC GLAZING BEAD-6037 SCALE:PVC ASTRAGAL-6043 REINF.-1726 SHEET 1:2 4 OF 6 8'(lYP) 6'MAX. "M O.C. I 4"(fYP) I WINDOW SYSTEMS (TYP) I I I (TYP) 1900 SW 44TH AVE. OCALA,FLORIDA 34474 6"MAX. 8900 PVC (TMP) 18"MAX.O.C. (TYP) SLIDING GLASS DOOR-IMPACT I LL) N N � 1- N o O W m m u) U Z LL m O y o (A N NZ > W O W w a H a o a w w 65 a a w m ¢ z I Illy -— %% 2A0 RE W v i No 58201 --io ANCHOR LAYOUT NOTES: "'. .0:. L9 STATE OF :4f, 1.INSTALL TWO ANCHORS AT EACH LOCATION. SILL ANCHOR SPACING SAME AS HEAD. O R IOP, 4. :t=� 2.SHIM AS REO'D AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT. LOAD BEARING SHIMS SHALL 4Si'ONA BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWING ,SEE T BL 1 SHE T 4 13/2015 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE LUCAS A.TURNER,P.E. PROTECTED TO PREVENT REACTION. FL PE#58201 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM 1239 JABARA AVE. SPECIFIED IN TABLE 1,SHEET 6. NORTH PORT,FL 34288 PH.941-380-1574 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE. INSTALLATIONS SHEET DESCRIPTION: TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS ANCHOR SCHEDULE AND BETWEEN THE PRODUCT AND SUBSTRATE. NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 2"FOR MASONRY,1"FOR WOOD AND METAL. DRAWN BY: DATE: 8.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. ADE 06/03/08 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE 1,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWG#; REV.: 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: CWS-298 B FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS),FMA/WDMA 250(BOX WINDOWS),FMA/AAMAANDMA 300(EXTERIOR DOORS). SCALE: SHEET 1.20 5 OF 6 TYPICAL HEAD ANCHORAGE 2 7/16"MIN. MIN.EDGE DIST. 1/4"MAX SHIM SEE TABLE I cwmffl INTERIOR' MIN.EMBEDMENT 1900 SW 44TH AVE. SEE TABLE 1 OCALA,FLORIDA 34474 W W W.CWS.CC SUBSTRATE BY OTHERS MIN.EMBEDMENT SEE TABLE 1 SEE TABLE 1 8900 PVC PERIMETER SEALANT a 9 1/4"MAX.SHIM SLIDING GLASS BYINSTALLER ❑ DOOR-IMPACT IN AND OUT 2 7116"MIN. f O W INTERIOR o o INSTALLATION ANCHOR SEE TABLE 1 Y MIN.EDGE DIST. W o}0 SEE TABLE 1 SEALANT BETWEEN U) SILL RISER AND FRAME O U Z n BYINSTALLER m m 0 4u PERIMETER SEALANT BY INSTALLER INSIDE AND OUT ry N Z > PERIMETER SEALANT �Q �� SUBSTRATE BY OTHERS Ir w O ir BY INSTALLER SEE TABLE 1 a a ~ INSIDE AND OUT p w DO NOT COVER B HORIZONTAL SECTION F r U WEEP HOLES 6 TYPICAL JAMB ANCHORAGE ¢ o N MIN.EMBEDMENT p w SEE TABLE 1 a ❑ SUBSTRATE BY OTHERS SEE TABLE 1 INSTALLATION ANCHOR m Q O SEE TABLE 1 Z TWO ANCHORS PERFIXED 2 7/16MIN.EDGE DIST. PRE-DRILLED HOLES H " ♦J♦���SDRE W'���i� SEALANT UNDER SCREW ♦ , l � HEAD BY INSTALLER MIN. SEE TABLE 1 P `♦♦GQy4 E NSF A VERTICAL SECTION 1/4"MAX SHIM 6 TYPICAL SILL ANCHORAGE FIXED PANEL '• No 59201 •:���� MIN.EMBEDMENT SEE TABLET � z. L9: STATE OF til: 0 4u TABLE 1:APPROVED INSTALLATION FASTENERS FIXED EDGE DIST PANEL '��i'1400"/ON S 4 O SUBSTRATETYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. 12" SEETABLEI ��� #soft I p S tJ♦. CONCRETE(2.0 KSI MIN.) 3/16'ITW TAPCON 1" 3' '�7j�1111� CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1-314" 1" ❑ �� HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"ITW TAPCON 1" 3" 4/3/2015 17 7/8" HOLLOW OR GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4- 2-1/2' MAX.O.C. LUCAS A.TURNER,P.E. 2X MIN.SOUTHERN PINE(G=0.55) 3/16"ITW TAPCON 1-3/8" 1" FL PE#58201 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-318" 1' NORTH JABARA AVE. 16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILT(KWIK-FLEX OR ITW FULL THREAD FIXED PANEL CLIP NORTH PORT,-1 34288 7/16" CLIP ANCHORS MUST PH.941-360-1574 (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" BE LOCATED A MINIMUM SHEET DESCRIPTION: 1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD (STANCE OF 3"AWAY 1!8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 7/16" FROM ANY MAIN FRAME GENERAL NOTES AND NCHOR. ELEVATIONS FLIED PANEL CLIP ANCHORS INTO: CONCRETE(2.0 KSI MIN.)OR 3116"ITW TAPCON V. 3" INSTALLATION DRAWN BY: DATE: HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) NCHOR(TYP) ADE 06/03/08 HORIZONTAL SECTION FIXED PANEL CLIP ANCHORS INTO: FIXED PANEL CLIP DETAIL 6 FIXED PANEL ANCHORAGE DWG#: REV.: CONCRETE(2.85 KSI MIN.)OR 3/16"ELCO ULTRACON 1-1/4" 2-1/2" CWS-298 B HOLLOW OR GROUT-FILLED CMU(ASTM C-90) scALE: SHEET NOTE:FIXED PANEL CLIP ANCHORS INTO WOOD OR METAL SHALL FOLLOW THE ANCHOR TYPE,MIN.EMBEDMENT AND MIN.EDGE DISTANCE LISTED IN TABLE 1. 1:2.67 6 OF 6 L 1 �� - � MIA1NXI DU ADE CONTY,FLORIDA =+�- •-•°1 : PRODUCT CONTROL,SECTION DEPARTMENT OF REGULATORY AND ECONO\•I1C RESOURCES(RER) 11805 SN 26 Street,Room 208 BOARD AND CODE ADXIIMSTRATION DIVISION T(786)315-2590 F(786)315-2599 TANCE NOA wvnv.ndainidadL.gov/econoffiy 6mscopr 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 F r' •i e D +SC I N: Clipped Extruded Aluminum Tube Mullion w/and'Wo Steel Reinforcement--L.M.I. PROVAL DOCUMENT: Drawing No. LAW—Mi,-1001, title "Ahiminum Tu e u Lions S eets OI through 10 of 10, dated 04/27/10 with revision "B" dated 08/01/14, prepared by manufacturer, signed and sealed by Thomas J. Sotos,P.E., bearing the Miami—Dade County Product Control Section Revision starup with the Notice of Acceptance number and Expiration date by the Miami—Dade County Product Control S + I A T T are n Si nal iss'le m ac R i tar t LABELING: Each unit shall bear a permanent label with tine 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 tine Building Official. This NOA revises NOA No. 12-0127.07 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon,P.E. NOA No. 14-0908.08 MIAMI DADS COUNTY Sur Bxpiration Date: May 30,2017 €J Approval Date: November 06,2014 Page 1 Lawson Industries,Inc.' NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. 'Manufacturer's die drawings and sections. (Submitted under previous NOA's No.'s 02-0501.05 and 95-1212.09) 2. Drawing No. LAW--ML-1001, titled "Aluminum Tube Mullions" Sheets 01 through 10 of 10, dated 04/27/10 with revision `B" dated 08/01/14, prepared by manufacturer, signed and sealed by Thomas J. Sotos,P. E. B. TESTS 1. Tensile Test report on 0.10"thick wall aluminum tube mullion,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-02T071, dated 09/16/02,tested per ASTM E8, signed and sealed by Rafael E.Droz—Seda,P. E. (Submitted under previous NOA No. 02-0501.05) 2. Test report on: 1) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 along with marked—up drawings and installation diagram of 120" span aluminum tube mullions with C4 x 4.5 steel channel reinforcement, prepared by Hurricane Engineering &Testing, Inc., Test Report No. HETI-02-1714, dated 08/27/02, signed and sealed by Rafael E. Droz—Seda,P. E. (Submitted under previous NOA No. 02-0501.05) 3. Test report 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 120 inch span aluminum tube mullions with C4 x 4.5 steel channel reinforcement, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-02-1716, dated 8/27/02, signed and sealed by Rafael E. Droz—Seda,P. E. (Submitted under previous NOA No. 02-0501.05) 4. Test report 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 ahuniniun sliding glass door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-02-1718, dated 8/27/02, signed and sealed by Rafael E.Droz—Seda,P. E. (Submitted under previous NOA No. 02---0501.05) 5. Test report on: 1) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 along with marked—up drawings and installation diagram of an aluminum sliding glass door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-02-1717, dated 08/27/02,signed and sealed by Rafael E. Drop--Seda,P. E. (Submitted under previous NDA No. 02-0501.05) Jaime D.Gascon,P.E. Product Control Section Supervisor MOA No. 14-0908.08 Expiration Date: May 30,2017 Approval Date: November 06,2014 E-1 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINL UED) 6. Test report on: 1) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 along with marked—up drawings and installation diagram of an aluminum sliding glass door,prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTL--1376, dated 01/31/96,signed and sealed by Gilbert Diamond, P. E. (Sub►tiitted under previous NOA No. 95-1212.09) 7. Test report on: 1) Uniform Static Ai Pressure Test,Loading per FBC, TAS 202-94 along with marked—up drawings and installation diagram of two aluminum horizontal sliding windows mulled at top with a 90—inch span mullion and a 45-inch high fixed window on top,prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTL--1383,dated 02/13/96, signed and sealed by Gilbert Diamond,P.E. (Submitter/under previous NOA No. 95-1212.09) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2010, prepared by manufacturer, dated 05/17/10 and updated on 01/25/12, prepared, signed and sealed by Thomas J. Sotos,P.E. (Submitted under previous NOA No. 12-0127.07) 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. None. F. STATEMENTS 1. Statement letter of conformance to and complying with FBC 5"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 to and complying with FBC-2010, issued by manufacturer, dated 01/25/12, signed and sealed by Thomas J. Sotos,P.E. (Submitted under previous NOA No. 12-0127.07) 4. Statement letter of no financial interest, issued by manufacturer, dated 05/20/12, signed and sealed by Thomas J. Sotos,P.E. (Submitted under previous NOA No. 12-0127.07) Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No. 14-0908.08 Expiration Date: May 30,2017 Approval Date: November 06,201,4 E-2 Lawson Industries,Inc. NOTICE OF ACCEPTANCE; EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 5. Notification of Successor Engineer for manufacturer's NOA document per Section 61G15-27.001 of the Florida Administrative Code, notifying original engineer that the successor engineer is assuming full professional and legal responsibility for all engineering documents pertaining to the NOA's No.'s 06-0620.17 and 06-0620.18, dated 05/20/10, signed and sealed by Thomas J. Sotos,P.E. (Stibnzitled under previous NDA No. 10-0610.02) 6. Laboratory compliance letter for Test Reports No.'s HETI-02-1714, HETI-024716, HETI-02-1717, HETI-02-1718, dated 8/27/02 and HETI-02 T071, dated 09/16/02, all issued by Hurricane Engineering & Testing,Inc., signed and sealed by Rafael E. Droz—Seda,R E. (Submitted under previous NOA No. 02-0501.05) 7. Laboratory compliance letter for Test Reports No.'s FTL-1376, dated 01/31/96, and FTL-1383, dated 02/13/96, both issued by Fenestration Testing Laboratory, Inc., signed and sealed by Gilbert Diamond, P. E. (Submitted under previous NOA No. 02-0501 05) G. OTHERS 1. Notice of Acceptance No. 12-0127.07, issued to Lawson Industries, Inc. for their Series "Clipped Aluminum Tube Mullion w/ and w/o Steel Reinforcement —L.M.I.", approved on 03/29/12 and expiring on 05/30/17. Jaime D.Gascon,P.E. Product Control Section Supervisor. NOA No. 14-0908.08 Expiration Date: May 30,2017 Approval Date: November 06,2014 E-3 THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT y F+ AND CAN BE USED WITH ALL LAWSON'S MIAMI—DADE a ANCHOR/CLIP ANCHOR/CLIP COUNTY APPROVED IMPACT AND NON—IMPACT PRODUCTS. °o GLAZING HORIZONTAL MULLION moo w PRODUCT 3 RECTANGULAR ALUMINUM TUBE MULLIONS t� USING MULLION PROPERTIES ONLY M'i r7 e ANCHOR/CLIP HORIZONTAL MULLION GLAZING m v 3 PRODUCT _ o c q + a GENERAL NOTES: a,o o - c4 1. THIS PRODUCT HAS BEEN DESIGNED TO COMPLY WITH THE 3 4 ro z $ C 3 3 REQUIREMENTS OF THE FLORIDA BUILDING CODE 2014 EDITION INCLUDING +'cam HIGH VELOCITY HURRICANE ZONE (HVHZ). !tI z q z �t VERTICALVERTICAL II 2.ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE N S x W o MULLION MULLION 3 APPLICABLE FLORIDA BLDG. CODE REQUIREMENTS LE: WIND LOAD,WATER m:2 INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. I II 3. MULLIONS ARE APPROVED FOR IMPACT AND NON—IMPACT APPLICATIONS, p � p 2 cv _ INCLUDING WINDOWS, DOORS OR COMBINATIONS MAY BE MULLED. GLAZING GLAZING GLAZING 0 GLAZING 3 W rri 4.WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER PRODUCT PRODUCT PRODUCT CL n PRODUCT E 5 � LOADS TO THE STRUCTURE. `•yt E,., 0 S.ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS _ EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ®b ### ANCHOR/CLIP 6. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS Hhts ARE NOT PART OF THIS APPROVAL m' 7.A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN Of N o WOOD ANCHORS ONLY. 8. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL OR METAL SCREWS, HN w1 W2 W3 THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET yj F MULLION SPAN THE REQUIREMENTS OF THE 2014 FLORIDA BLDG.CODE —SECTION 2003.8.4. MULLION SPAN N WIDTH (W) = W1 + W2 + W3 MULLION & CLIP NOTES: �Q 2 1. FOR MULLIONS WITHOUT REINFORCEMENT REFER TO SHEET z 2 OF 10 FOR DETAILS AND NOTES. ANCHOR/CLIP ANCHOR/CLIP ' REFER TO SHEET 3 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS o HORIZONTAL MULLION 2. FOR MULLIONS WITH STEEL REINFORCEMENT REFER TO SHEET N N / - 4 OF 10 FOR DETAILS AND NOTES. GLAZING ' REFER TO SHEET 5 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS r r g VERTICAL PRODUCT ���; 3. FOR CLIP TYPES AND ANCHOR CONDITIONS REFER TO SHEETS 3 6, 7, 8, & 9 OF 10 FOR DETAILS AND NOTES. g g MULLION + a + REFER TO SHEET 10 OF 10 FOR MAX. ANCHOR DESIGN PRESSURE CHARTS z 3 a a GLAZING GLAZING H '5 x z PRODUCT PRODUCT Dcn GLAZING GLAZING II PRODUCT PRODUCT ?zz 3 g 3 a $ VERTICAL DO _ ANCHOR/CLI MULLION ANCHOR/CLIP3. o W1 W2 W1 W2 CJ r IN I MULLION SPAN ' PRODUCTRBVISBD - nscomplyingwilesllwl'Ioelda �� ` _ `•_N WIDTH (W) wt + wz = w1 + wz 8uilding Codc Q p WIDTH (W) Z ncwulnncuNo 8 2 'u7An a Qa LI TYPICAL MULLION ARRANGEMENTS ' riisilf�J•i Product C'oniwl A 1.690 03 a .062 1.500 O .156 TYP. 'Or 62 .125 q 1.500 NMl� y Vl 3.000 062 1.405 1.732 4.000 4A00 ,115 �IF o q z N 3.000 3.062 3.000 115 I o zz 2 X 4 TYPICAL 3 4 v y L z.0oo z ao62 zo0o i <5 h--4,500 �I S7D. TUBE WINDOW FRAMEL I Z Oq z U MULLION _III w S a O o L E 2X MULLION CLIP I I I I 6063-16 .188x1 .702 F1A00^i .156-I .102- 1.000+4 356T .0713 -1'- 1.1-026;f 6.000 .1062 7.188. Ib w62 1.188 1062 .� Z NOTCH 'L• 2 X 6 1 X 4 1 X 3 1 X 3 1 X 2 1 X 2 W e �•L' ol>noNAL STD. TUBE y CUSTOM MULLION CUSTOM MULLION CUSTOM MULLION CUSTOM MULLION CUSTOM MULLION yIR w MULL 6063-T6 6063-T6 6063-T6 6063-T6 6063-T6 ul Ixx: 2.070 ink Ixx: 1.000 in! Ixx: 0.950 in Ixx: 0.370 ink Ixx: 0.330 ink () 0 a Sxx: 1.035 in3 Sxx: 0.667 in3 Sxx: 0.633 in3 Sxx: 0.370 0 Sxx: 0.330 in Zi �D a # (FLANGE FRAME) (FIN FRAME) (FLANGE FRAME) '(FIN FRAME), NGE FRAME) ® m '" m j STANDARD TUBULAR SHAPES �2.000� i wInplyi0 % I TYP.WALL- .125'ALL BuH IHa DbitdA T4 'I BdluD Co 1...1.000 Ac,01A.1ce l ALLOY= 6063-T6 I .125 ExpI D .750 :j TYPICAL GLAZING PRODUCT 1.00 ,124 r 0� 1inl�ni U2d;, roducl CbtirO C• U '`j� N w 1.000 �a0o0� 1.000 2AGG .125 2256 _ r-- .125 �A 4.DDD z H r 6.000 3A00 I .725 2.000 M o 4,500 4.000 iu �j c 1X MULLION CLIP 2000 3.000 4.000 am LLi 6063-T6 1 X 4 1 X 3 1 X 2 MULLIONS CONTAINING STD. TUBE MULLION STD. TUBE MULLION STO. TUBE MULLION a r o TYPICAL GLAZING PRODUCTS 6063-T6 Cow-T6 sow-T6 { a NOTCH 2 X 6 2 X ¢ 4 4 4 x o- OPTIONAL HORIZONTAL OR VERTICALL Ixx: 2L .070 ink Ixx: 0.950 i 4 Ixx: 0.330 in, r STD. TUBE MULLION S,Ip. TUBE MULLION Sxx: 1.035 in. Sxx: 0.633 in. Sxx: 0.330 a a SEE WINDOW OR DOOR APPROVAL FOR c 6063-T6 6063-T8 v FASTENERS SIZES AND SPARING 4 4 u°1i Z x a a Ixx: 8.280 in. Ixx: 2.980 in• > Sxx: 2.760 0 Sxx: 1.490 in3 x L L, CLIP LENGTH RECTANGULAR ALUMINUM TUBE MULLIONS < l° MULL "L„ INSTRUCTIONS: USING MULLION PROPERTIES ONLY 3 USE CHARTS AND GRAPHS AS FOLLOWS. THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT '1`'+.• 1 X 2 1.688' AND CAN BE USED WITH ALL LAWSON'S MIAMI-DADE STEP 1 DETERMINE DESIGN LOAD REQUIRED FOR PARTICULAR OPENING. 1 X 3 2.688' COUNTY APPROVED IMPACT AND NON-IMPACT PRODUCTS. STEP 2 USE APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD NOTCH I. X 4 3.688' REOUIREMENTS. OPTIONAL 3 STEP USE CONNECTION TO MULUON AS PER PRODUCT APPROVALyAa uS 2 X 4 3.688' . .125 MIN. 2 X 6 5.688' STEP 4 SPECIFY MAXIMUM SHIM SPACING. 1. REFER TO THE GENERAL NOTES ON SHEET {�U " acDo USING CHARTS ON SHEET 3 OF 10 SELECT MULLION SIZE 1 OF 10 FOR BUILDING CODE COMPLIANCE. l_ 1. ALL CLIPS AND ANGLES ARE TO FIT STEP 5 WT H DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED 2. MULLIONS MAY BE ORIENTED VERTICALLY OR *' f SNUG INTO TUBE MULLIONS. IN STEP I ABOVE HORIZONTALLY. ANGLE CLIP 2. WHERE ANGLES ARE NOT FIT SNUG USING ANCHOR TYPES ON SHEET 6 THRU 9 AND ANCHOR CHARTS -2000 6063-T6 INTO TUBE MULLIONS, SEE OPTIONAL STEP 6 ON SHEET 9,SELECT ANCHOR TYPE WITH DESIGN RATING 3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULLION ANCHOR DETAIL AT SHEET 9 OF 10. MORE THAN THE DESIGN LOADS SPECInEO IN STEP 1 ABOVE. ARRANGEMENTS OR STACK CONFIGURATIONS. A T F-MULLIONS TUBE MULLIONS TUBE MULLIONS Width(w) MULLSPAN 1X2 1X3 1X4 2X4 2X6 VVidth(wfl MULLSPAN 1X2 1X3 1X4 2X4 2X6 Width(w MULLSPAN 1X2 1X3 1X4 2X4 2X6 y O 18 150.0 150.0 150.0 150.0 150.0 28.3 81.5 150.0 150.0 150.0 18 19.3 42.1 60.5 150.0 o z 150.0 150.0 150.0 150.0 24 21.2 61.1 '133.2 150.0 150.0 24 31.5 45.4 126.2 D o C4 30 #1,2,3,4 123.0 150.0 150.0 150.0 150.0 30 17.0 48.9 106.5 150.0 150.0 30 25.2 36.3 100.9 °m 102.6 150.0 150.0 150.0 36 - 40.7 88.8 127.8 150.0 36 21.0 30.3 84.1 n o 42 87.9 150.0 150.0 150.0 150.0 42 34.9 76.1 109.5 150.0 42 18.0 25.9 72.1 v~c V o 48 38.318" 76.9 150.0 150.0 150.0 150.0 48 744/4" 30.6 66.6 95.8 150.0 48 120" 15.8 22.7 63.1 0 0 ;. Z 54 68.3 137.6 150.0 150.0 150.0 54 27.2 69.2 85.2 150.0 54 20.2 56.1 3 4 alsM y �+ 60 61.5 123.9 150.0 150.0 150.0 60 - 24.4 53.3 76.7 144.2 60 18.2 50.5 = R V) 66 55.9 112.6 150.0 150.0 150.0 66 22.2 48.4 69.7 131.1 66 16.5 45.9 i o Z 72 51.3 103.2 150.0 150.0 150.0 72 20.4 44.4 83.9 120.2 72 15.1 42.1 N w= .� o 78 47.3 95.3 150.0 150.0 150.0 78 18.8 41.0 59.0 110.9 78 - 36.8 '0 a R 18 89.3 150.0 150.0 150.0 150.0 18 56.3 122.6 150.0 150.0 18 31.6 45.5 126.4 r 24 67.0 150.0 150.0 150.0 150.0 24 42.2 92.0 1324 150.0 24 23.7 34.1 94.8 30 53.6 142.3 150.0 150.0 150.0 30 33.8 73.6 105.9 150.0 30 19.0 27.3 75.8 (W� a 36 44.6 118.6 150.0 150.0 150.0 36 28.1 61.3 88.3 150.0 36 15.8 22.7 63.2 a M 42 38.3 101.7 150.0 150.0 150.0 42 24.1 52.6 75.7 150.0 42 19.5 54.2 E" 48 50 618" 33.5 89.0 145.4 150.0 150.0 48 84" 21.1 46.0 66.2 140.8 48 132" 17.1 47.4 D 3 q 54 29.8 79.1 129.2 150.0 150.0 64 18.8 40.9 58.6 1252 64 15.2 42.1 ������III z w 60 26.8 71.2 116.3 150.0 150.0 60 16.9 36.8 53.0 112.7 60 37.9 ®~ a 66 24A 64.7 105.7 150.0 150.0 66 15.3 33.4 48.1 1024 66 34.5 a a 72 22.3 59.3 96.9 139.5 150.0 72 - 30.7 44.1 93.9 72 31.6 ril-(n o 6 78 20.6 54.7 89.5 128.8 150.0 78 - 28.3 40.7 86.7 78 29.2 W WWa 18 62.6 150.0 150.0 150.0 150.0 18 37.7 82.1 118.3 150.0 18 24.3 35.0 97.4 a a 24 46.9 135.1 150.0 150.0 150.0 24 28.3 61.6 88.7 150.0 24 18.3 26.3 73.0 E, 30 37.5 108.1 150.0 150.0 150.0 30 22.6 49.3 71.0 150.0 30 21.0 58.4 36 31.3 90.1 150.0 150.0 150.0 36 18.8 41.1 59.1 143.8 36 17.5 48.7 Z o 42 26.8 77.2 131.1 150.0 150.0 42 16.2 35.2 50.7 123.2 42 15.0 41.7 48 57 23.5 67.5 114.7 150.0 150.0 48 96" 30.8 44.3 107.8 48 144" - 36.5 ,z 64 20.9 60.0 101.9 146.8 150.0 54 27.4 39.4 95.8 54 32.5 �{ 60 18.8 54.0 91.7 132.1 150.0 60 24.6 35.5 86.3 60 29.2 66 17.1 49.1 83.4 120.1 150.0 66 22.4 32.3 78A 66 26.8 72 15.6 45.0 76.5 110.1 150.0 72 20.5 29.6 71.9 72 24.3 " u E 78 41.6 70.6 101.6 150.0 78 19.0 27.3 66.3 78 22.5 4 8 o 18 46.3 133.4 150.0 150.0 150.0 18 26.5 57.7 83.1 150.0 18 31.0 86.1 24 34.8 100.0 150.0 150.0 150.0 24 19.9 43.3 62.3 150.0 24 23.3 64.6 30 27.8P40.0 150.0 150.0 150.0 30 15.9 34.6 49.8 136.3 30 18.6 51.7 H .9 36 23.2 125.2 150.0 150.0 36 28.8 41.5 113.6 36 15.5 43.1 y $ 42 19.9 107.3 150.0 150.0 42 24.7 35.6 97.4 42 36.9 v 48 63 17.4 93.9 135.1 150.0 48 108" 21.6 31.1 85.2 48 150" 32.3 r a y{ 15.4 83.4 120.1 150.0 64 19.2 27.7 75.7 64 28.7 z 60 #14&15 7 .1 106.1 150.0 60 17.3 24.9 68.1 60 25866 68.3 98.3 150.0 66 15.7 22.7 62.0 66 23.572 62.6 90.1 150.0 72 20.8 56.8 72 21.5 a 78 30.8 57.8 832 150.0 78 19.2 52.4 78 19.9 HORIZONTAL MULLION %'GLAZING TYPICAL MULLION ARRANGEMENTS VERTICAL PRODUCT ��� 3 m ••m' MULLION ARCHES TO BE INSCRIBED " •}O INSIDE RECTANGULAR SHAPE GL42ING GLAZING �Q NOTE: PRODUCT PRODUCT a MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED rRoOucrRsveeBn t? •- ' �N a .5mplying%vialOnNlarwa c�� - _ °n 3 VERTICALLY OR HORIZONTALLY. i3uildinllCad GLAZING CLA2INC AcctplMct 110 INTERPOLATION BETWEEN WIDTHS ALLOWED ��� PRODUCT PRODUCT � � Expifi.n tele oA� Off'."�';,,•- • WIDTH W W1 + w2 4iamTDader-total +r.:y;I:isLS't H Wt W2 MULLION SPAN 2 q 1.690 L ,125 1.000 .062 AGO �{ I'��12 1.000 1.500 .125 062 I I .688 O iH•0 .156 TYP. -' TT 5 .125 3.000 1.732 1.405 4.000 •115 rn Q p C! W o 3.000 O i-. 4,000 00 2bee 3.000 3.062 O C9 d 2 X 4 4A013,625 o STD. TUBE MULLION TYPICAL F•- 4.500 -1 WINDOW FRAME O o Z q O 2X MULLION CLIP ]- Lr �-1.000-� 00'A a o 6063-T6 •188 II 102 .156 I to z II1� 1 X 3 1.1se x 2 X 6 F�IA62 L1.063 6.000 STD. TUBE 1 X 4 STD. TUBE MULLION 1 X 3 4 o 1 X 4 6063-T6 �•L' OPT11oTNAl ,L UAI LLION STD. TUBE MULLION 1 X 3 ('USTOM MULLION W CUSTOM MULLION 6063-T6 CUSTOM MULLION 6063-76 4 6063-T6 '7 y ' 6063-Te y Ixx: 2.168 int Ixx: 2.218 int �' zo Ixx: 4.709 in. xx: 4.709 in. Ixx: 2.168 in. 3 3 a 3 Sxx: 1.445 in. Sxx: 1.479 in. •. x Sxx: 2.355 in. Sxx: 2.355 in. Sxx: 1.445 in. I"-2'000 (FLANGE FRAME) (FLANGE FRAME) (FIN FRAME) rn ®1"1 STANOA ,I SHAPES o�aowTYP.WALL=.125'ALL ALLOY-6063-T6 1.58p'. 0; �] .7S0 II .1 TYPICAL GLAZING PRODUCT H CFi FC4. 2.000 .125 2�0 : �0 I 1.625 Q t ,.DDD N i 6.000 S.M.S. D.C. 4A00 .125 c 4.500 g 1X MULLION CLIP 3.000 4.00o 3.625 8063-T6 I,? MULLIONS CONTAINING d y 4 S ,L• NOTCH ,L, TYPICAL GLAZING PRODUCTS y OPTIONAL HORIZONTAL OR VERTICAL PRODUCT*REVISED wwtuplyiuSWLUItheFlorida N SEE WINDOW OR DOOR APPROVAL FOR 2 X 6 2 X 4 Buildings WWSo, FASTENERS SIZES AND SPACING UypIwU t�o 8, �8• z o STD. TUBE MULLION STD. TUBE MULLION A 6063-Tfi 6063-Tfi 2 L�z d z a Ixx:19.648 int Ixx: 7.649 int Ni xullroducLComral ' 8i' ' '� L L,� CLIP LENGTH Sxx: 6.549 ini Sxx: 3.825 in3 RECTANGULAR ALUMINUM TUBE MULLIONS a m INSTRUCTIONS: USING MULLION PROPERTIES ONLY \ MULL "L" t,1111�r1r: USE CHARTS AND GRAPHS AS FOLLOWS. 1 x z L6Be' � .ri THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT „. STEP 1 DETERMNE DESIGN DAD REQUIRED FOR PARTICULAR OPENING, AND CAN BE USED WITH ALL LAWSON'S MIAMI-DADE " �� '% 1 X 3 2.688' n y STEP 7.USE APPROVED GLAZING PRODUCTS MEETING ABOVE IDM COUNTY APPROVED IMPACT AND NON-IMPACT PRODUCTS. 0� :_ ,::� NOTCH 1 X 4 3.688' REOUIREMEMS. 80 ., OPTIONAL USE CONNECTION TO MULLION AS PER PRODUCT rn i'ti •' 2 X 4 3.688' STEP 3APPROVAL NOTES: .y`�' •� y' �L 2 X 6 5.688' STEP 4 SPECIFY MAXIMUM SHIM SPACING. 1. REFER TO THE GENERAL NOTES ON SHEETorT�� - zd'oo USING CHARTS ON SHEET 5 OF 10 SELECT MULLION SIZE 1 OF 10 FOR BUILDING CODE COMPLIANCE. o 1. ALL CUPS AND ANGLES ARE TO FIT STEP 5 mn DESIGN RATING MORE THAN DESIGN LOM SPECIFIED 2. MULLIONS MAY BE ORIENTED VERTICALLY OR L SNUG INTO TUBE MULLIONS. IN STEP 1 ABOVE. HORIZONTALLY. ANGLE CLIP 2. WHERE ANGLES ARE NOT FIT SNUG USING ANCHOR TYPES ON SHEET 6 THRU 9 AND ANCHOR CHARTS a 6063-Tfi INTO TUBE MULLIONS, SEE OPTIONAL STEP 6 ON SHEET 9,SELECT ANCHOR TYPE WITH DESIGN RATING3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULLION ANCHOR DETAIL AT SHEET 9 OF 10. MORE THAN THE DESIGN LOADS SPECIRED IN STEP 1 ABOVE. ARRANGEMENTS OR STACK CONFIGURATIONS. A STEEL REINFORCED TUBE MULLIONS STEEL REINFORCED TUBE MULLIONS STEEL REINFORCED TUBE MULLIONS m fy Width w. MULLSPAN I 1 X3 1 1 X4 2X4 I 2X6 Width w MULL SPAN 1X3 1X4 2X4 2XG Width(W)l MULLSPAN 1 X3 1 X4 2X4 2 X 6 18 150.0 150.0 150.0 150.0 18 150.0 150.0 150.0 1 18 44.0 95.7 150.0 150.0 o z 24 150.0 150.0 150.0 150.0 24 139.5 150.0 150.0 150.0 24 33.0 71.8 116.6 150.0 30 150.0 150.0 150.0 150.0 30 111.6 150.0 150.0 150.0 30 26.4 57.4 93.2 150.0 00 In y 36 150.0 150.0 150.0 150.0 36 93.0 150.0 150.0 150.0 36 22.0 47.8 77.7 150.0 M 1 o 42 150.0 150.0 150.0 150.0 42 79.7 150.0 150.0 150.0 42 18.9 41.0 66.6 150.0 v~i ao e v o 48 38.318" 150.0 150.0 150.0 150.0 1 48 74-1/4 69.7 150.0 150.0 150.0 48 120" 16.5 35.9 58.3 149.7 0 C4 Q N 54 150.0 150.0 150.0 150.0 54 62.0 134.6 150.0 150.0 54 31.9 1 51.8 133.1 3 M y a 60 150.0 150.0 150.0 150.0 60 55.8 121.2 150.0 150.0 60 28.7 46.6 119.8 66 150.0 150.0 150.0 150.0 66 50.7 110.1 150.0 150.0 66 26.1 42.4 108.9 Zz c Z 72 150.0 150.0 150.0 150.0 72 46.5 101.0 150.0 150.0 72 23.9 38.9 99.8 N W= > 0 o 78 150.0 150.0 150.0 150.0 78 42.9 93.2 150.0 150.0 78 22.1 35.9 92.1 m 7 n R 18 150.0 150.0 150.0 150-0 18 128.4, 150.0 150.0 150.0 18 33.1 71.9 116.8 150.0 24 150.0 150.0 150.0 1 150.0 24 96.3 150.0 150.0 150.0 24 24.8 53.9 87.6 150.0 > 30 150.0 150.0 150.0 150.0 30 77.1 150.0 150.0 150.0 30 19.9 43.1 70.1 150.0 m w 36 150.0 1 150.0 150.0 150.0 36 64.2 139.5 150.0 150.0 36 16.5 35.9 58.4 150.0 42 150.0 150.0 150.0 150.0 42 55.0 119.5 150.0 150.0 42 - 30.8 50.0 128.5 48 50S/B" 150.0 150.0 150.0 150.0 48 84" 48.2 104.6 150.0 150.0 48 132" 27.0 43.8 112.5 ya 54 150.0 150.0 150.0 150.0 54 42.8 93.0 150.0 150.0 54 24.0 38.9 100.0 71 C 60 150.0 150.0 150.0 150-0 60 38.5 63.7 135.9 150.0 60 21.6 35.0 90.0 ® o o 66 147.7 150.0 150.0 150.0 66 35.0 76.1 123.6 1 150.0 66 19.6 31.8 81.8 U1 c a 72 135.3 150.0 150.0 150.0 72 32.1 69.7 113.3 150.0 72 18.0 29.2 75.0 C 78 124.9 150.0 150.0 150.0 78 29.6 64.4 104.6 150.0 78 16.6 26.9 69.2 W 18 150.0 150.0 150.0 150.0 18 86.0 150.0 150.0 150.0 18 25.5 55.4 89.9 150.0 a N 24 150.0 150.0 150.0 150.0 24 64.5 140.1 150.0 150.0 24 19.1 41.5 67.5 150.0 ti 30 150.0 150.0 150.0 150.0 30 51.6 112.1 150.0 150.0 30 15.3 33.2 54.0 138.6 36 150.0 150.0 150.0 150.0 36 1 43.0 93.4 150.0 150.0 36 27.7 45.0 115.5 42 150.0 150.0 150.0 150.0 42 36.9 80.1 130.1 150.0 42 23.7 38.5 99.0 ] o 48 57" 150.0 150.0 150.0 150.0 48 96" 32.3 70.1 113.8 150.0 48 144" 20.8 33.7 86.6 54 137.0 150.0 150.0 150.0 64 28.7 62.3 101.2 150.0 54 18.5 30.0 77.0 60 123.3 150.0 150.0 150.0 60 25.8 56.1 91.1 150.0 60 16.6 27.0 69.3 66 112.1 150.0 150.0 150.0 66 23.5 51.0 82.8 150.0 66 15.1 24.5 63.0 i 72 102.8 150.0 150.0 150.0 72 21.5 46.7 75.9 150.0 72 22.5 57.8 " 78 94.8 150.0 150.0 150.0 78 19.9 43.1 70.0 150.0 78 20.8 53.3is li 18 150.0 150.0 150.0 150.0 18 60.4 131.2 150.0 150.0 18 22.6 49.0 79.6 150.0 s°. 24 150.0 150.0 150.0 150.0 24 45.3 98.4 150.0 150.0 24 16.9 36.7 59.7 150.0 30 150.0 150.0 150.0 150.0 30 36.3 78.7 127.9 150.0E36 - 29.4 47.7 122.6 " o " 4 36 150.0 150.0 150.0 150.0 36 30.2 65.6 106.6 150.0 24.5 39.8 102.242 130.5 150.0 150.0 150.0 42 25.9 56.2 91.4 150.0 21.0 34.1 87.6 48 63" 114.2 150.0 150.0 150.0 48 108" 22.7 49.2 79.9 150.0 150" 18.4 29.8 76.654 101.5 150.0 150.0 150.0 54 20.1 43.7 1.1 150.0 16.3 26.60 91.3 150.0 150.0 150.0 60 18.1 39.4 84.0 150.0 23.966 83.0 150.0150.0150.0 66 18.535.8 58.1 j7.0 21.7 72 76.1 142.4 150.0 150.0 72 15.1 32.8 53.3 4.8 72 19.978 70.2 131.4 150.0 150.0 78 30.3 49.2 4.4 78 18.4 47.2 HORIZONTAL MULLION l�ti1tL11111lITfZ B %'cLAzwc �A- PRODUCT TYPICAL MULLION ARRANGEMENTVERTICAL I ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE [SJ-RTI.�A ZI Q NOTE: PRODUCPREVISED 0- MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED av-niplyingwdithis Mori& 3 VERTICALLY OR HORIZONTALLY. B"DdingCode cuzlNc cuzlNc INTERPOLATION BETWEEN WIDTHS ALLOWED AcceplmTw No 7108.08 o�'O PRODUCT PRODUCT U�Ptilion of - �rZO � � WIDTH (W) = Wt + W2 viiamit)od'ehoducl Control W1 V42 I MULLION SPAN I 2 A 5/16'TAPCONS 5/16'TAPCONSMIN. EDGE DIST. - 1 1/4" MIN. 1-1/2"MIN.WOOD PENETRATION 1-1/2•MIN.WOOD PENETRATION 2-3/16" CONCRETE OR 03 EDGE DIST. 2 PER CUP(1 ON EACH WING) 1 PER AN 4" OLLOW BLOCK 5INT TAPCONS 5INTO TAPCONS C 1-3/4'MIN.EMBED INTO AUSONRY 1-3/4"MIN.EMBED INTO MASONRY C 4 3/4" 4 PER CLIP(2 ON EACH WING) 2 PER ANCLE y rc MIN I < I I `v I I ro 0D tj z 10 F1 O C q 7 m II II 1 1 3 4 v y 0 Z' 0 11 z a �L_ul II II 2 7/16" II II 11 11 oo w --------- 2 x 2 x 1/a' Ii I I I I I oo S a. o I 1 1 1X FLOATING CLIP II II ALUM ANGLE '� MIN. IL__� II II iV 1 I \2. 1 I LI U 1 BYII II I I 2 X 2 X 1/8' - WOOD BUCK I I WOOD BUCK l 1X FLOATING CLIP Ll ILII ALUM ANGLE [a I I 1 I I I I 1 1 1 I I 1 ti w z $ E y 3/4" MIN. 5/16'TAPCONS ANCHORS TYPE 'D' (INTO BLOCK) U ] m EDGE DIST. 1-1/2'MIN.W0001PPER ANGLN ANCHORS TYPE 'G' (INTO CONCRETE) ®z z 4 ANCHORS THRU 1X BUCK w ALL CLIPS AND ANGLES TO FIT SNUG INTO CONCRETE OR BLOCK 1t' iv INTO TUBE MULLIONS. 1"x4" & 2"x4" MULL N TAPCONS MAY BE HEX OR FLAT HEAD. to MIN. EDGE DIST. N ta 0 1 1 1 1 2-3/16" CONCRETE OR a i i l i i i 4" HOLLOW BLO K 5/16'TAPCONS SONRY 5INTO TAPOONS z 1 1 I I I I 1-3/4'MIN.EMBED[INTO MASONRY 1-3/4'MIN.EMBED INTO MASONRY 1 1 2 B! ''1 I I 2 x 2 X 1/6' 2 PER CLIP(1 ON EACH WING) 1 PER ANGLE I'-•---------i WOOD BUCK L I I ALUM ANGLE ALL CUPS AND ANGLES TO FIT SNUG •• m ALTERNATE INTO TUBE MULLIONS. ANCHOR LOCATION TAPCONS MAY BE HEX OR FLAT HEAD. ANCHORS TYPE 'A' n n III v 2 ANCHORS INTO WOOD X 1BY It 2 x 2 x 1/8- ---------- WOOD BUCK 1 1X FLOATING CUP II II ALUM ANGLE a a O O 5/16'TAPCONS 5/16'TAPCONS N I I I 1 1 LI e a TWa3 nWaJ 1 1/4" MIN. 1-1/2'MIN.WOOD PENETRATION 1-1/2'MIN.WOOD PENETRATION I 1 I 1 I I r E GE DI 4 PER CUP(2 ON EACH WINC) 2 PER ANGLE 1 1 I I I I i ti X I I o a _ ANCHORS TYPE 'C' (INTO BLOCK) ; ANCHORS TYPE 'F' (INTO CONCRETE) a 2 ANCHORS THRU 1X BUCK `` 11tLT1TTrTrr 1 INTO CONCRETE OR BLOCK � �� ."1•' •� 2 x 1/8' 1 1 •' ,"•.• .'� I L-J ------------ I 1 FLOATING CUP 11 I I ALUM ANGLE ; N U \ I I WOOD BACK I I I 1 PRODUCT REVISGD ' -T 2 BY U U 1 1 w wmplyingwi111 dw Florida O.IA".'•-1 •,� I 1 I I I I 11-----------1 BuildinG I I I � AcccpinnccaN6o �.-JO��O�� �.�,Fyt"" y ANCHORS TYPE 'B' 00 ALTERNATE )'- �� •�s'' 4 ANCHORS INTO WOOD ANCNOR LOCATION Niarnl�adel'ToductCanlml ''f.; +: Q MIN. EDGE DIST. 5/16'TAPCONSMIN. EDGE DIST. e 2-3/16" CONCRETE OR 1-3/4'LAIN.EMBED INTO MASONRY 2-3/16" CONCRETE OR a 4HOLLOW BLO K 2 PER 3U1(4"ON EACH WING) 5/16'TAPC S 4' OLLOW BL CK 5/16'TAPCONS 5/16'TAPCONS 0 N / 1-3/4'MIN.EMBED INTO NRY1-3/4'MIN.EMBED INTO MASONRY 1-3/4'MIN.EMBED INTO MASONRY p C MIN. I P ANGLE 3/4" 4 PER CUP(2 ON EACH WING) 2 PER ANGLE O .r �� IN. Mau y z 4 f. v� 1' o .z .z •1 M •1 'I. '1 I :1• •M •I '1 I 0 K N q r • O W LL q CO �• ••II,•11 •11.11 ..I I's;'1� `I°1+ ZOZ q U3 Q II 11 II II II II II I O _ ,Z O I 11 II I II 1 I 11 X 11 11 CONCR OR II I� X IL II CONCRETE OR H 1 m °• yyy O IL_A _ II CEMENT BLOCK II 1 CRETE OR � CEME BLOCK II I --------- , I I' z x z x LE I I I 2 x z x LE CEI BLOCK I 1 I I IJ ALUM ANGLE -- --------YF-LOATING 11 ALUM ANGLE .`N 1 I I 1 FL NG CUP U N I 2 7/16CLIP 1 LI LI I 1 1 I I 1 I I I 1 I I ti I I 1 1 I I I MIN. I I 1 p111 'C "FFF.f 3 PAULL MIN. z � 53 MULL H ANCHORS PE 'C' INTO BLOCK) ANCHORS TYPE 'D' INTO BL K W + ANCHORS TYPE INTO CONCRETE ANCHORS TYPE 'G' (INTO CONCRE a 2 ANCHORS INTO CONCR OR CEMENT BLOCK 4 ANCHORS INTO CONCRETE OR CEMENT BLOCK Ei o I 1 i 1"x4" b 2'x4" MULL ] v r_________ ALTERNATE MULL ANCHOR LOCATION Q IAULL I I I I I ________ FLOATING H _ I 1 I o A 1 I CONCRETE OR — II 1 I I N CEML3fT BLOCK II it II 1it • 5/16 ONS I "� ' • I I .+ ••"+ � •I..••�•• � W W 1-3/4' N.EA D I • a 1'• '-1•• - M 1 Tv .•.1..- o X '4 0 MASON 4= 2 PER CUP I I !I 4y 1 ON EACH WING) 5/16'TAPCONS a 12 SMS 1-3/4'LAIN. ED INTO MASONRY 4g j j I I 2 PER ANGLE 4 P UPAB(2 ON EACH WING) 2 I e I I I 8 44 8 m X55 p', \ i t 11 ALL CUPS AND ANGLES TO FIT UG INTO TUBE MULLIONS. " `h" TAPCONS MAY BE HEX OR FLAT HEAD. b � ' •� PRODUCT RGVISGD .1 ! r f os calnplyjD6 No W 1,Ph Flulida / V .. �, IPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED I Auc 1lantw _ �O ` •08 - • 1 M I 1 W ALKALI-RESISTANT COATINGS,1SUCH.AS BITUMINOUS PAINT OR o DD /ZO,Z� z `�:.•'� - WAT -WHITE METHACRYLATE LACQUER. �• °' �•� '' 5/16'TMCONS 1-3 /4'MIN.EMBED Nil 3adoProdumCantro - �� INTO MASONRY_ I PER ANGLE A MIN. EDGE DIST. MIN. EDGE DIST. 2-3/16" CONCRETE OR 2- 16" CONCRETE OR y HOLLOW BLO K 5/16'TAPCONS 4" OLLOW BLO K 3-3/4" 5/ts'inacoNs 3-3/4" 1-3/4•LAIN.EMBED INTO MASONRY O 1-J/4'MIN.EMBED INTO MASONRY MIN. o rn MIN. 4 PER CUP(2 ON EACH WING) 4 PER CLIP(2 ON EACH WING) C 03 CLIP LE TH NL tb o �i o L.. m MULL "L" moo w 2 X 4 3.688' zr R PZ 2 6 5.688' �l z° q z 9 C3 N M ICK 2X6 MULL 16'TAPCONS N YOOD BUCK 'a E -3/4•MIN.EMBED INTO 7MSONRY \ 2%6 MU 5/16'TAPCONS 4 PER CUP(2 ON EACH TYING) 4 PER•MIN.CUP EMEEO INTO EACH YANG) W Zo 3 I I 1 3/4' 4 MIN. ------------------ ---------- 1 3/4" F i MIN. U y 3/4" ' a b'i � � w O O 2%6 MULL _ r`' a CLIP LENGTH zxfi MULL w 2X6 MULL H ---------- c 2 X 4 3.688' ------ E' 0 z 5.688' IT •.J J. i� w O Y 3-3/4' J 4 d m MIN. J m r 5 11/16" ALL�LIPJSj3EANMUANDLES TO FIT SN ANCHORS TYPE 'E' (INTO BLOCK)INLNs. ANCHORS TYPE 'H' (INTO CONCRETE) OD BUCKNCHORS TYPE 'E' (INTO BLOCK) TAPAY BE HEX OR FLA HEAD. $ 4 ANCHORS THRU 1X BUCK b p Q Q INTO CONCRETE OR BLOCK 'WyJ� p]WZ ANCHORS TYPE 'H' (INTO CONCRETE) CLIPS OR ANGLES CONNECTED DIRECTLY TO MASIARY TO BE PROTECTED 2"X6" MULL SHOWN 5 ANCHORS INTO CONCRETE or BLOCK WITH ALKALI-RESISTANT COATINGS, SUCH BITUMINOUS PAINT OR n 2"X6" MULL SHOWN WATER-WHITE METHACRYLATE LACQUER. yz c �1;17 i:7/Li:(fff Z N '.] PRODULTRRVISRD ��,; t- aacnmplyiupvfll:7lhololida H .; Ruildign,Cad. �y),7 Atiamll-3a1:Pwdnsi Control r A MIN. EDGE DIST. 5/16"TAPCONS 2-3/16" CONCRETE OR 1-3/4-MIN.EMBED INTO LASONRY 3-3/4" CLIP LENGTH GO -a 4' HOLLOW BLOK fi4�.TOTAL(2 ON EACH WIND) MIN. IcN MULL Q rj) '0 _E- I X 2 1,688' w 0 to z s. I X 3 2.6BB' 1 X 4 3.688- o C, W W) W o0 4 ,0 .2 X 4 3.688' moo W Lf_X 6 5.688- 0 1. ALL CLIPS AND ANGLES ARE TO FIT z 2 -7/16" MIN. SNUG INTO TUBE MULLIONS z 0 2 XA4' W X 2 X ALUM 2. WHERE ANGLES ARE NOT FIT SNUG 2 IL ///�2x4 or 2x6 Mull Li Li AN INTO TUBE MULLIONS, SEE OPTIONAL ANCHOR(DETAIL AT SHEET 9 OF 10. p 14 'Z S.M.S. CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED 2/CHANNEL TUBE MULLION WITH ALKALI-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR I I WATER-WHITE METHACRYLATE LACQUER. I I 1>6 t; ------ -- ---- z MIN. EDGE DIST. A 2-3/16" CONCRETE OR 4 HOLLOW 91K j12 F.H.S.M.S. - 2 SIDE I I 1/8-THICK ALUM CHANNEL LENGTH TO FIT SNUG INTO MULLION I I TUBE MULLION 0 TUBES MAY BE NOTCHED AS SHOWN TO ALLOW INSTALLATION FOF CLIP ANGLE CAULK JOINT AFTER ASSEMBLY In LOCATION OF SCREWS CONNECTING ANGLES TO TUBES WHERE ANGLES #14 FM SMS ARE NOT FIT SNUG INTO TUBE 2 P MIN. ACCESS HOLE 2"D.C. MULLIONS. 5/8"(2) CLIP ----- 5/16-TAPCONS #14 SMS 1-3/4-MIN.EMBED INTO MASONRY 4 PER ANGLE 2 PER ANGLE ------ ------- --------- 3e �TS-IGE to CHANNEL 'T SNUG MULLION TLIEIE MUI 0 2 X 2% 1/8- THIS SCREW CAN LTE 1 1 12 FH SMS ALUM ANGLE CL INSTALLED IN EITHER DIRECTION 2 PER CUP 11RECTION 1"D.C.MIN. y y IV Ir 1-3/4 X 2'X 1/8*(FOR 20Y TUBE)) M3/4:x 2'x 1/8-FOR(TOY E2 TUB ALUM ANG CUT TO FIT SNUG INSIDE TUBE "w-w ANCHORS TYPE METAL TO METAL CONNECTION k. 0 USE CHARTS FOR ANCHOR TYPE T TO VERIFY CAPACITY OF CONNECTION M • TODUCTRI-.VISED 0 complying rjlb(lie Flolida ni.Whig,C d., 3-3/4" ALL CLIPS AND ANGLES TO FIT SNUG MIN. INTO TUBE MULLIONS. TAPCONS MAY BE HEX OR FLAT HEAD. M 1 3/4" OPTIONAL ANCHOR DETAIL , MIN. 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A dS$'`dq4+S . 8 kV(n NN WAmVVO�QO OO +�—SG�•�_�_. ` i,I' R+u4ten XM+r 'A'-No ehnn a thls sheet '�/�]� ]� T 6@'/96/ 1`�jY/ 8501 N.W. 90 ST. ' 'B'-Revised ate for the PBC-2014 MEDLEY, FLORIDA 33766 T(1 ZNDL:TSTIZ £ C, PH No. (305) 696-8660 AlAIVUFACTUR&R OF QUALITY ALUdfINUM WrNDOWS AND CLASS DOORS N.ERnaO aw. td ALUMINUM TUBE MULLIONS .y;zcu+ R�u(ME 8ScX. CLOP/ANCHORS DESIGN PRESSURE CHARTS AND GENERAL NOTES oe di 1 nomee ee,u.x�a.� DARE �_{ °" ` XOR LAW—ML-1001 sa..a 10 OF 10 R• �`'H`