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Home My WebLink AboutPRODUCT APPROVAL PANEL WALLSL� lUJ L�, � U l� •��' MAR 0 5 2018 sfr t 1 < �� 9E M, rge < Stats & Facts Publications FBC Staff BCIS Site Map Links 1 Search i Product Approval r dbpr A USER: Public User ' S—A. LUCK. Chi` ir:.T., .►•uTP r; .; . ;'IS?LlN :<ri FEYL� J.;3 �,Oi�rn. i, sib Produq,Appro_v_al Menu. > Product or Application Search > Application List > Application Detail , F-EviEwE B rt4 " FL # Fu6 - DATE a ,.• �'� ;; Application Type Affirmation PLANS PE T-MUST BE KEPT ON JOB Code Version 2017 OR NO INSPECTION WILL BE MADE. Application Status Approved Comments Archived THESE PLANS AM ALL PROPOSED WORK Product Manufacturer Custom Window SAASSUBJECT TO AN1' CORRECTIONS Address/Phone/Email 19SW 44th Ave Ocala, FL 34474 LURED BY FIELD INSPECTORS THAT (352) 368-6922 IBE NECESBA'RY IN ORDER TO/� q kpine@cws.cc COMKY WITH iAJ . APPWARW COI�81 f Authorized Signature Kevin Pine kpine@cws.cc Technical Representative Erin Koss COHCE�Z FASTENERS OR ATTACHRENTS Address/Phone/Email 1900 SW 44th Ave. ARE THE WONSISIl1TY OF THE Ocala, FL 34474 (352) 22 Ext 291 ekoss@@cawsc CONTRACTOR OF RECORD cws.c Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code ]ay Lathrop 1900 SW 44th Ave. Ocala, FL 34474 (352)368-6922 Ext291 jlathrop@cws.cc Windows Single Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 1 Evaluation Report - Hardcopy Received Lucas A. Turner PE-58201 Keystone Certifications, Inc. 02/23/2025 Steven M. Urich, PE -J Validation Checklist - Hardcopy Received FL163 R7 C I EvaIReD CWS=466D1SH-500).ndf Standard_ Year .ANSI/AAMA/ 101 /IS2/A440'-05 2005 ASTM E 1300-04 2004 FILFCOP Y . r.' I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in I compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity"'-,Yes 'Yes ' .%No N/A 1 FL163 R7 CDC 6thEdFBC-FL163pdf r+ + ; f , d t . -• Product Approval lvlethod �. Method 1 Option D Y Fr n f.. J is +•y' P} V Date Submitted,, *! r t r 08/09/2017 Date Validated i • , 08/09/2017 -Date. Pending ;FBC Approval ;1 Date Approved + 08/15/2017 li:I. Summa o PProducts FL # Model, Number or Name Description 1 3.1 -n. 3500 Single Hung 3500 Single Hung of Use I Installation Instructions ,,Approvddfor;use VH Ln•HZ: No Approved us for e HVHZ: Yes FL163 R7._II_CWS-466D (SH_3500�..pdf Verified By: Lucas A. Turner 58201 outside ,I,Tp`act Resistant' Not, Created by Independent Third Party: Yes Design Pressure N/A, I O'ther:13500 Single Hunb Equal Lite H-C35 56"x 91"; 3500 Evaluation Reports FL163 R7 AE EvalRep CWS-466D (SH-3500).Ddf Singlg Hung,Oriel;H,:C35 56"x 91". Created by Independent Third Party: Yes j'.. i . • • The State of Florida is an AA/EEO •• 1•' i Under; Flarida.1 w, email addresses are pt •i'. I..1 •..1 (' ' mail'to this entity. Instead, contact the o (1), Florida Statutes, effective October 1, emails provided may be used for official a please provide the Department with an e Ik �_�'.: �S [v�. 1,J.� t` ' •.fit j ,t .. tact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 oyer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement records. If you do not want your a -mail address released in response to a public -records request, do not send electronic by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275 2, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The unication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, 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: Credtil, Card Safe SINGLE HUNG ELEVATION (NON -IMPACT) 571/4" MAX. OVERALL FLANGE WIDTH 56" MAX. UNIT WIDTH -53 1 8" GLASS DLO - 92 1 /4" MAX. OVERALL FLANGE HEIGHT 91" O MAX. --------_-- UNIT - -- -HEIGHT___ 03 15/16„ MAX. SASH HEIGHT i Ld 51 11 1 " GLASS DLO ORIEL SEE NOTE 10 TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS ..... 1 GLAZING DETAILS ..............................2 DP CHARTS......................................3-5 SECTION VIEWS & ALT FRAME ......... 6 EXTRUSIONS & B.O.M........................7 ANCHOR SCHEDULE & NOTES ...... 8-9 INSTALLATION DETAIL................10-11 58 5/16" GLASS DLO GLASS DLO 92 1/4" MAX. OVERALL FLANGE 571/4" MAX. OVERALL FLANGE WIDTH 56" MAX. UNIT WIDTH -53 1/8" GLASS DLO - yl ,. O MAX. UNIT HEIGHT M I+II v MAX.X. SASH EQUAL SPLIT SEE NOTE 11 GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND OW SYSTEMS 6l MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE W 44TH AVE. (FBC), CURRENT EDITION. LOCALA,FLORIDA 34474 - .GWS.CC 2. GLAZING OPTIONS: (SEE SHEET 2)' 3. CONFIGURATIONS: "O/X". 4. DESIGN PRESSURE RATING (SEE SHEETS 3-5): ' -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04. ` -POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300-04. 5. ANCHORAGE: THE 33 1/3 % STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 10-12 FOR INSTALLATION DETAIL. WIND LOAD DURATION FACTOR Cd=1. WAS USED FOR WOOD ANCHOR CALCULATIONS. GLASS 6. NOT APPROVED FOR IMPACT RESISTANCE. IMPACT PROTECTIVE DLO SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. 7. ALL FRAMES SCREWED TOGETHER. SMALL JOINT SEAM SEALANT USED AT ALL FRAME JOINTS. 8. SERIES / MODEL DESIGNATION SH-3500. 9. THEDESIGNATION X.AND O STAND FOR THE FOLLOWING: X = OPERABLE SASH, 0 = FIXED SASH: - 41 1 SS GLASS 10. ORIEL UNITS AS SHOWN UP TO 56" x 91" ARE RATED ±35 PSF. DLO FOR DESIGN PRESSURES OF VARIOUS SIZES BASED ON QUALIFIED GLASS TYPES, SEE COMPARATIVE ANALYSIS. REFER j TOSHEETS 5&9. 11. EQUAL UNITS AS SHOWN UP TO 56" x 91" ARE RATED ±35 PSF. FOR DESIGN PRESSURES OF VARIOUS SIZES BASED ON QUALIFIED GLASS TYPES, SEE COMPARATIVE ANALYSIS. REFER TO SHEETS 3,4 & 8. 12. SECTION CALLOUTS FROM ELEVATIONS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. Lucas A. Turner 2015-02-23 16:14-05:00 3500 ALUM. SINGLE HUNG NON -IMPACT �I�2 �2 cor2t2 0 0 0 O 4 No 58201 9 STATE OF : 4ti Z 2/23/2015 LUCAS A: TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 GENERAL NOTES AND ELEVATIONS AIDE I 03/16/09 CWS-466 D ALE: SHEET - 1:25 1 OF 11 -i r 1/8" ANNEALED it INSTAGLAZE 3 PURFECT GLAZE "H' 67 TREMGLAZE S500 1/2" GLASS BITE e C- GLASS TYPE A 1/8" ANNEALED 3/8" AIRSPACE 118" ANNEALED I INSTAGLAZE 3 PURFECT GLAZE "H' 67 TREMGLAZE S500 F SS SITE e GLASS TYPE E - 1/8" TEMPERED GLASS TYPE B GLASS TYPE F INSTAGLAZE 3 PURFECT GLAZE "H' TREMGLAZE S500 1/2" GLASS BITE 5/8" OVERALL 1/8" TEMPERED 3/8" AIRSPACE 1/8" TEMPERED INSTAGLAZE 3 PURFECT GLAZE "H' /1TREMGLAZE S500 1AACCl�bXY110 I [-' 3/16" ANNEALED INSTAGLAZE 3 PURFECT GLAZE "H' 67 TREMGLAZE S500 112" GLASS BITE . ail8 GLASS TYPE C 5/8" OVERALL 3/16" ANNEALED 1/4" AIRSPACE ' 3/16" ANNEALED INSTAGLAZE 3 PURFECT GLAZE "H' 4TRE S500 112" S BITE GLASS TYPE G j---3/16" TEMPERED INSTAGLAZE 3 PURFECT GLAZE"H' 6 TREMGLAZE S500 L GLASS BITE 6 GLASS TYPE H 5!8" OVERALL 3/16" TEMPERED 114" AIRSPACE- - 3/16" TEMPERED INSTAGLAZE 3 PURFECT GLAZE "H' 67 TREMGLAZE S500 1/2" SS BITE WINDOW SYSTEMS kL� 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CWS.CC 3500 ALUM. SINGLE HUNG NON -IMPACT iI7 M N O O O O n a a- o N a o Z w w 0 N Q' 0 o w o = m' w r a U w w U Q 2 °C p w Z) o o o U m ¢ O Z 00 IDREby v i No 58201 •��, I Z 9O ,STATE OF : 4u uz i 2/23/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: GLAZING DETAIL )RAWN BY: DATE: ADE 03/16/09 )WG#: REV.: CWS-466 D 'GALE: SHEET 1:1 2 OF -I , DP CHART: EQUAL SPLIT W/CLIPS DESIGN PRESSURES FOR EQUAL SPLIT CONFIGURATION WITH ANCHOR CLIP (SEE NOTE 2) Overall Flange Unit Overall Flange Width 24.750 26.750 28.750 32.750 0 40.750 44.750 48.750 53.125 1 57.250 28.750 32.750 36.750 40.750 44.750 48.750 50.625 52.750 56.750 60.750 63.000 66.750 68.750 72-750 76.000 80.750 84.750 88.750 92.250 Height Unit Width 23.500 25.500 27.500 31.500 .750 39.500 43,500 47.500 51.875 56.000 27.500 GlassTypeA +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/.-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-69.1 +50.0/-64.6 _ Glass Type B, C, D, E, F, G, H +50.0/-70.0 +50-D/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-69.1 +50.0/-64.6 FIGURE 3.1 (SEE NOTE 2) EXAMPLE 36"x62"THRU FRAMEITHRUCLIP COMBINATION 31.500 GlassTypeA +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.01-70.0 +50.0/-69.0 +50.0/-64.0 +50.0/-59.3 +50.0/-55.5 Glass Type B, C, D, E, F, G, H +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +S0.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-69.0 +50.0/-64.0 +50.0/-59.3 +50.0/-55.5 LEFT'JAMB: USING'INSTALLATION CLIP ANCHORS 35.500 GlassTypeA _ +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +5_0.0/-7_0.0 +So_.o/-69_.9 +5.0.0/-61.9 +50.0/-57.0 +50.0/-53.5 +50.0_/-50.1 •+48.4/-48.4 GIas 7 D,E,F,G,H +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 - .0/-61.9 +50.0/-57.0 +50.0/-53.5 +50.0/-50.1 +48.4/-48.4 RIGHT JAMB- ANCHORS THRU FRAME 7125 Glas peA _ - +50.0/-70_0_ +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50 -66.8 50.0/-59.8 +50.0/,54.1_ +50.0/-50.2 - +4E8/-46.8 - +44.8/-44_8 - _ ass Type B, C, D, E, F, G, H +50.0/-70.0 +S0.0/-70.0 +50.0/-70.0 --" +50.0/-70. 50.0/-66.8 _ +50.0/-59.8 +50.0/-54.1 +50.0/-50.2 +46.8/-46.8 +44.8/-44.8 HEAD: ANCHORS THRU FRAME SILL: USING INSTALLATION CLIP ANCHORS 39.500 GlassTypeA +50.01-70.0 +50.0/-70.0 +50.0/-70.0 +5_0.0/-6_8.3 +50.0/-_62.0 +50.0/-57.2 +50.0/-51.5 +47.3/-47.3 +42.9/-429 +40.7/-40.7 Glass Type B, C, D, E, F, G, H +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-68.3 +50.0/-62.0 +50.0/-57.2 +50.0/-51.5 +47.3/-47.3 +42.9/-42.9 +40.7/-40.7 6" MAX. 18" MAX. O.C. 43.500 -lass - GTypeA +50.0/-70.0_ - - +50.0/-70.0 +50.0/-66.9 - +50.0/-60.6 +_50.0/-55.0 +50.0/-50.9 +47.2/-47.2 - +44.0/-44.0 - +39.8/-39._8 +36.9/-36.9 Glass Type B, C, D, E, F, G, H +50.0/-70.0 +50.0/-70.0 +50.0/-66.9 +50.0/-60.6 +50.0/-55.0 +50.0/-50.9 +47.2/-47.2 +44.0/-44.0 +39.8/-39.8 +36.9/-36.9 L 47.500 GlassTypeA +50A/-70_0 .+50.0/-70.0 +50.0/-66.9 +50.0/-60.6 +50.0/_55.0 .+50.0/-50.9 +49.4/-49.4 +44.0/-44.0 +38.9/-38_9 +35.2/-35_2 Glass Type B, C, D, E, F, G, H +50.0/-70.0 +S0.0/-70.0 +50.0/-66.9 +50.0/-60.6 +50.0/-55.0 +50.0/-50.9 +49.4/-49.4 +44.0/-44.0 +38.9/-38.9 +35.2/-35.2 6" MAX. 6" MAX. -� 49.375 GlassTypeA, +50.0/_70_0 +50.0/-70_0 +50.0/-66.9 +50.0/-60.6 +50.0/_55.0+50.0/_50.9 +49.3/-49.3 +43.9/-43.9 +38.8/-38.8 +35.1/-35.1 Glass Type B, C, D, E, F, G, H +50.0/-70.0 +50.0/-70.0 +50.0/-66.9 +S0.0/-60.6 +50.0/-55.0 +50.0/-50.9 +49.3/-49.3 +43.9/-43.9 +38.8/-38.8 +35.1/-35.1 8- MAX. O.C. -�- 18"MAX. O.C. slsao GlassTypeA -- - +50.0/-70.0 +50.0/-70.0 - +50.0/-66.9 - - +50.0/-60.6 '- - +50.0/-55.0 - --' +50.0/-50.9 - - - +49.1/-49.1 - +43.9/-43.9 - +39.0/-39.0 +35.1/-35.1 Glass Type B,-C,-D,- E, F; G, H +50.0/-70.0 0.0 +50.0/-70.0 +50.0/-66.9 +50.0/-60.6 +50.0/-55.0 +50.0/-50.9 +49.1/-49.1 +43.9/-43.9 +39.0/-39.0 +35.1/-35.1 55.500 GlassTypeA _ _- +50.0/-70.0 +50.0/-70.0 +50.0/-66_9 +50.0/_60.6 +50.0/_55.0 +50.0/_50.9 +48.4/-48.4 +43.7/-43.7 +38.9/-38.9 +35.4/-35.4 Glass Type B, C, D, E, F, G, H +50.0/-70.0 +50.0/-70.0 +50.0/-66.9 +50.0/-60.6 +50.0/-55.0 -+50.0/-50.9 +48.4/-48.4 +43.7/-43.7 +38.9/-38.9 +35.4/-35.4 59.500 GlassTypeA +50.0/-70.0 +50.0/-70.0 +50.0/-66.5 +50.0/-60.6 +50.0/-55.0 +50.0/-50.9 +47.5/-47.5 +42.8/=42.8 +38.7/-38.7 +35.3/-35.3 Glass Type B, C, D, E, F, G, H +50.0/-70.0 +50.0/-70.0 +50.0/-66.5 +50.0/-60.6 +50.0/-55.0 +50.0/-50.9 +47.5/-47.5 +42.8/-42.8 +38.7/-38.7 +35.3/-353 -- - - - -------- -___ __ _ 61.750 GlassTypeA +SD.OJ-70.0 +50.0/-67.0 +50.0/-63.4 +50.0/-57.8 +50.0/-53.0 +49.4/-49.4 +46.0/-46.0 +42.1/-42.1 +38.4/-38.4 +35.2/-35.2 Glass Type B, C, D, E, F, G, H +50.0/-70.0 +S0.0/-67.0 +50.0/-63.4 +50.0/-57.8 +50.0/-53.0 +49.4/-49.4 +46.0/-46.0 +42.1/-42.1 +38.4/-38.4 +35.2/-35.2 65.500 GlassTypeA _- _ +50_0/-66_3 +50.0/-62.3 +50.0/_58.8 +50.0/-53.4 +49.0/_49.0 +45.7/45.7 +42.7/-42.7+40.0/-40.0_ +37.4/-37.4 +34.7/-34.7 Glass Type B, C, D, E, F, G, H +50.0/-66.3 +50.0/-62.3 +50.0/-S8.8 +S0.0/-53.4 +49.0/-49.0 +45.7/-45.7 +42.7/-42.7 +40.0/-40.0 +37.4/-37.4 +34.7/-34.7 67.500 GlassTypeA _ +50.0/-63.9 +50.0/-60.0 +50.0/-56.6 +_50.0/-5_1.4 +47.1/-_47.1 -+44.0/-44.0 +41.1/-41.1 +38.S/-38.5 +36.1/-36.1 +34.0/-34.0 Glass Type B, C, D, E, F, G, H +50.0/-63.9 +50.0/-60.0 +50.0/-56.6 +50.0/-51.4 +47.1/-47.1 +44.0/-44.0 +41.1/-41.1 +38.5/-38.5 +36.1/-36.1 +34.0/-34.0 71.500 GlassTypeA +50.0/_63.9 +50.01-60_0 +50.0/-56.6 +50.0/-51.4 +47.1/-47.1 .+44.0/_44.0 +41.11-41.1 +38.5/-38.5- +35.5/-35_5 +32.8/-32.-8 Glass Type B, C, D, E, F, G, H +50.0/-63.9 +50.0/-60.0 +50.0/-56.6 +50.0/-51.4 +47.1/-47.1 +44.0/-44.0 +41.1/-41.1 +38.5/-38.5 +35.5/-35.5 +32.8/-32.8 - 74.750 GlassTypeA +50.0/-60.2 +50.0/-57.7 +50.0/-55.8 +50.0/-51.4 +47.1/-47.1 +43.5/-43.5 +40.1/-40.1 +37.4/-37.4 +34.2/-34.2 +31.6/-31.6 Glass Type B, C, D, E, F, G, H +50.0/-60.2 +50.0/-57.7 +50.0/-5S.8 +50.0/-51.4 +47.1/-47.1 +43.5/-43.S +40.1/-40.1 +37.4/-37.4 +34.2/-34.2 +31.6/-31.6 6" MAX. 18"MAX. O.C. 79.500 GlassTypeA - _ +50.0/-55.1 .+50.0/-52.6 +50.0/ 50.7 +47.9/_47.9 +45.0/-45.0 +41.2/_41.2 +38.1/-38_1_ +35.5/-35.5 +32.1/-32.1 +30.1/-301 Glass Type 8, C, D, E, F, G, H +50.0/-55.1 +50.0/-52.6 +50.0/-S0.7 +47.9/-47.9 +45.0/-45.0 +41.2/-41.2 +38.1/-38.1 +35.5/-35.5 +32.1/-32.1 +30.1/-30.1 83.500 GlassTypeA +50.0/-51.4 +49.0/-49.0 +47.1/-47.1 +44.2/-44.2 +42.4/-42.4 +39.6/-39.6 +36.6/-36.6 +33.7/-33.7 +30.7/-30.7 +28.8/-28.8 Glass Type B, C, D, E, F, G, H +50.0/-51.4 +49.0/-49.0 +47.1/-47.1 +44.2/-44.2 +42.4/-42.4 +39.6/-39.6 +36.6/-36.6 +33.7/-33.7 +30.7/-30.7 +30.0/-30.0 87.500 GlassTypeA - +48.2/-48_2 .+45_8/-45.8 +43_9/_43_9 +41.1/-4L1 +39.2/_39.2 .+38.1/_38.1 +35.2/.35.2 +32.1/-32.1 +29.5/-29.5 +27.6/-27_6 Glass Type B, C, D, E, F, G, H +48.2/-48.2 +45.8/-45.8 +43.9/-43.9 +41.1/41A +39.2/-39.2 +38.1/-38.1 +35.2/-35.2 +32.1/-32.1 +30.0/-30.0 +30.0/-30.0 91.000 GlassTypeA +45.7/-45.7 +43.4/-43.4 +41.5/-41.5 +38.7/-38.7 +36.7/-36.7 +35.6/-35.6 +33.7/-33.7 +30.9/-30.9 +28.4/-28.4 +26.6/-26.6 Glass Type B, C, D, E, F, G, H +45.7/-45.7 +43.4/-43.4 +41.5/-41.5 +38.7/-38.7 +36.7/-36.7 +35.6/-35.6 +33.7/-33.7 +30.9/-30.9 +30.0/-30.0 +30.0/-30.0 NOTES: 1. IF SIZE INTENDED IS NOT SHOWN, USE NEXT LARGER SIZE. 2. THRU FRAME OR THRU CLIP ANCHORS MAY BE USED AT ANY SIDE OF WINDOW WHILE MAINTAINING THE RESPECTIVE SPECIFIED SPACING (I.E., THRU FRAME ANCHOR SPACING OR THRU CLIP ANCHOR SPACING). REFER TO FIGURE 3.1 FOR EXAMPLE THRU FRAME/THRU CLIP ANCHOR COMBINATION. WINDOW SYSTEMS L 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 3500 ALUM. SINGLE HUNG NON -IMPACT In c7 N r N o0 N O Q 0 0 o r ❑ ��•VP�.��CENgFG�•. Ji tNo 58201 90: STATE OF .:�= LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH.941-380-1574 COMPARATIVE ANALYSIS -EQUAL SPLIT W/CLIPS ADE 1 03/16/09 CWS-466 D ALE.. SHEET 1:1�3 OF 11 DP CHART: E0uAL SPLIT DESIGN PRESSURES FOR EQUAL SPLIT CONFIGURATION. LIMITED BY GLASS AND TESTEDPRESSURE LIMITATIONS I Overall Flange Unit Overall Flange Width 24.750 26.750 28.750 32.750 7:000 I 40.750 I 44.750 f 48.750 53.125 57.250 WINDOW SYSTEMS Height Height Unit Width 23.500 25.500 27.500 31.500 35.750 39.500 43.500 47.500 51.875 56.000 •, 1900 SW 44TH AVE. OCALA, FLORIDA 34474 28.750 GlassTypeA _ 27.500 - - +50.0/-70.0 - - -- - +50.0/-70.0 -- _ - +50.0/_70.0 _-- - +50.0/-70.0 +50.0/_70.0 _ +50.0/-70.0 +50.0/-7_0.0 +50.0/-70.0 +5_0.0/_7_0.0 WWW.CWS.CC Glass Type B, C, D, E, F, G, H +50.0/-70.0 +50.0/40.0 +50.0/-70.0 +50.0/-70.0 +SO.O/-70.0 _ +50.0/-70.0 _+50.0/-70.0 _ +50.0/-70.0 _ _ +50.0/-70.0 _ _ +50.0/-70.0 +50.0/-70.0' 32.750 31.500GlassType A +50.0/-70.0 +SO.O/-70.0 +SO.O/-70.0 /-9 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-69.2 +50.0/-66.1 +50.062-+50.0/-61.3 --...- - Glass Type B, C, D, E, F, G, H - - +50.0/-70.0 - -- +SO.0/-70.0 --- --'- +SO.O/-70.0 -- --.. +50.0/-70.0 - - -- - --- +50.0/-70.0 ..... +50.0/-70.0 - -- --- +50.0/-70.0 - -- --- +50.0/-70.0 --- -- +50.0/-70.0 --- ---- +50.0/-69.9 3500 ALUM. 36.750 Glass Type A ' 35.500 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0' +50.0/-70.0 +50.0/-69.9 +50.0/-61.9 +50.0/-57.0 +50.0/-53.5 +50.0/-50.1 -+48.4/-48.4 SINGLE HUNG GI T , D,E,F,G,H +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-7 - 50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-69.4 +50.0/-63.3 NON -IMPACT 38. 5 37.1 --_ss Type _ _ +50.0_/ -70.0 +50.0 / -70_0 +50:0 / -70.0 +50.0 / -70 +50.0_/ -68.1 - 0.0 / -59.8_ +50.0 / _54.1 +50.0 / -SO_2 +46.8 / -46.8 +44.8 / -44.8 ass Type B, C, D, E, F,G, H +50.0/-70.0 +50.0/-70.0 +SO.O/-70.0 +50.0/-70. -70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-67.0 +50.0/-61.1 u2 c7- N r 40.750 39.500 GlassType A - - +50.0/_70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-66.4 +50.0/-58.0 +50.0/-SLS +47.3/-47.3 +42.9/-42.9 +40,7/-40.7 Glass Type B, C, D, E, F, G, H +50.0/-70.0 +500/-70.0 +50.0/-70.0 +50.0/ 70.0 +50.0/-70.0 +500/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-63.8 +50.0/-58.1 - - - H 44.750 GlassTypeA 43.500 --- --- -- -- - +50.0/-70.0 - _ _ +500/-70.0 _-. +50.0/-70.0 _ _ +50..0/-70.0 _ +50.0/-64.7 _ _ +50.0/-56.7 +49.9/-49.9 _ +44.5/ 44.5 _ _ +39.8/-39.8 _ _ _+36.9/-36.9 0 33 0 0 Glass Type B, C, D, E, F, G, H +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +S0.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-66.5 +50.0/-59.4 +50.0/-54.0 W 48.750 47.500 Glass Type A +50.0/-70.0 +50.0/-70.0 +SO.O/-70.0 +50.0/-70.0 +SO.O/-63.2 +50.0/-56.0 +49.4/-49.4 +44.0/-44.0 +38.9/-38.9 +35.2/-35.2 Glass Type B, C, D, E, F, G, H +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-62.6 +50.0/-55.7 +50.0/-50.5 o}0 I _ �=- -F - r 1 50.625 49.375 Glass Type A +50.0 / -70.0 +50.0 / -70A +50.0 / -70.0 +50.0 / -70.0 +50.0 / -62.5 +50.0 / -55.6 +49.3 / -49.3 +43.9 / -43.9 +38.8 / -38.8 +35.1 / -35.1 `- Glass Type B,C,D,E,F,G,H .+50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-68.8 +50.0/-61.0 +50.0/-54.3 +49.1/-49.1 m Q M r=- -- 52.750 51.500 Glass TypeA - +50.0/-70.0 +50.0/-70_0 +50.0/_70.0 +50.0/-70:0 +50.0/-61.5 +50.0/-SS.2 +49.1/-49.1 +39.0/-39.0 +35.1/-35.1 = U o Glass Type B, C, D, E, F, G, H +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50:0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-67.1 -+43`9/-43_9 +50.0/-59.4_50.0%52.-7- f47:7%-47.7 c��, p N 0 W 56.750 55.500 GlassTypeA +50.0/-70.0 +50_0/-70.0 +50.0/-70.0 +50.0/-67.4 +50.0/-59.6 . +50.0%53.9--_+48..4-/ 484 +43.7/-43.7_ +38.9/-38.9 +35.4/-3_5.4 0 o w 0 �IOr Glass Type B, C, D, E, F, G, H +50.0/-70.0 +50.0/-70.0 -- +50.0/-70.0__+50.0// 70.O- +50.0/-70.0 +50.0/-70.0 _ +50.0/-64.4 _ _ +50.0/-56.7 _ _ +50.0/-50.2 _ +45.3/-45:3 I Q z � W Q 60.750 59.500 Glass Type A �� +50_0 /-70:0- +50:0 J -70.0 +50.0 / -70.0 +50.0 /_ 63.7 +50.0 /_57.3 +50.0 / -51.7 +47.5 / -47.5 +42.8 / -42.8 +38.7 / -38.7 +35.3 / -35.3 ¢ oW[ ~a _Glass TypeB,-C,D,E,F,G,H +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-622 +50.0/-54.6 +48.1/-48.1 +43.3/-43.3 a O a Ltl 63.000 61.750 Glass Type A +50.0/-70.0 +50.0/-70.0 +50.0/-69.1 +50.0/-61.9 +50.0/-55.6 +50.0/-50.7 +46.4/-46.4 +42.1/-42.1 +38.4/-35.4 +35.2/-35.2 > ? U CD C] U m Q O Glass Type B, C, D, E, F, G, H +50.0/-70.0 +S0.0/-70.0 +50.0/-70.0 +50.0/-70.0 1 +50.0/-70.0 +50.0/-70.0 +50.0/-61.1 +50.0/-53.5 +47.1/-47.1 +42.3/-42.3 66.750 65.500 Glass TypeA _ _ +50.0/-70.0 +50_0/-68_9 +50.0/-65.4 +50.0/-59.1 +50.0/_52.8 +48.8/-48.8_ +44.5/-44.5 _+41.0/-41.0 +37.4/-37.4 +34.7/-34.7 r�ll7�� Glass Type B, C, D, E, F, G, H +50.0/-70.0 +50.0/-70.0 +50.0/-69.3 +50.0/-67.7 +SO.O/-67.6 +50.0/-67.6 +50.0/-59.6 +50.0/-51.9 +45.5/-45.5 +40.8/-40.8 ,>titr `�� p10REby P;..•••••• 68.750 GlassT peA 6Z500 -- Y - - --- +SO.O/-69.0 -- -- +50.O/-66.4 - - +SO,O/-63.5 -- - +SO.O/-57:6 ---- +5.0.0/-51.6 - +47.6/-47.6 _ +43.5/-43.S .....-- -- +40.2/-40.2 .---- +36.8/-36.8 _.-- _- +34.1/-34.1 ,�� 5 S�Z••�2 i j Glass Type B, C, D, E, F, G, H +50.0/-70.0 +50.0/-67.7 +SO.O/-65.9. +50.0/-63.9 +SO.O/-63.6 +50.0/-63.6 +50.0/-58.9 +50.0/-51.2 +44.8/-44.8 +40:1/-40.1 .��-:�\CHIY GlassTypeA _ +50.0/-64.0 +SO.O/-61.8 +50.0/-59.9 +50.0/-5_4.6 +_49.5/-49.5 +38.6/-38.6 +35.5/-35.5 +32.8/-32.8 l No 58201 Glass Type B, C, D, E, F, G, H +50.0/-64.2 +50.0/-61.8 +50.0/-59.9 +50.0/-57.5 +50.0/-56.7 _+45.3/_45.3+41.5/-41.5 +50.0/-56.7 +50.0/-56.7 +50.0/-50.0 +43.61-43.6 +38,8/-38.8 = 76.000 74.750 Glass Type A +50.0/-60.2 +50.0/-57.7 +50.0/-55.8 +50.0/-52.5 +47.6/-47.6 +43.5/-43.5 +40.1/-40.1 +37.41-37.4 +34.2/-34.2 +31.6/-31.6 Z Glass Type B, C, D, E, F, G, H +50.0/-60.2 +50,0/-57.7 +50.0/-55.8 +50.0/-53.2 +50.0/-52.0 +50.0/-51.9 +50.0/-51.9 +49.2/-49.2 +42.7/-42.7 +38.0/-38.0 I �90:•• STATE OF : 4 '�i�'�F'�(OR1�P•: 80.750 79.500 Glass TypeA +50.0/-55.1 +50.0/-52.6 +50.0/-50.7 +47.9/-47.9 +45.0/-45.0 +41.2/-41.2 +38.1/-38.1 +35.5/-35.5 +32.1/-32.1 +30.1/-30.1 �_��, Glass C, D, E, F, G, H .� S ........ G �. ��.Iffiff 84.750 GlassTypeA 83.500 -. YP _ - - +50.0/-51.4 --- - + 9.0/ 49_0 . - +47.10/-47.1 .. ._ +44.2/-44.2 _- +42.4/ _42.4_ 39.6/ 39.6 _ 36.6/-36.6 _ 33.7/-33.7 _ _ +30.7/-30.7 _ +28.8/ 2_8.8 Glass Type B, C, D, E, F, G, H +50.0/-51.4 +49.0/-49.0 +47.1/-47.1 +44.2/-44.2 +42.4/-42.4 +4L7/-41.7 +41.6/-41.6 +41.6/-41.6 +40.9/-40.9 +36.1/-36.1 ! yr/ L- 88.750 87.500 Glass Type A _ _ +48.2 / -48.2 +45.8 / -45.8 +43.9 / -43.9 +41.1 / -41.1 +39.2 / -39.2 +38.1 / -38.1 +3S.2 / -35.2 +32.1 / -32.1 +29.5 / 29.5 +27.6 / -27.6 ` Glass Type 8,C,D,E,F,G,H +48.2/-48.2 +45.8/-45.8 +43.9/-43.9 +41.1/-41.1 +39.2/-39.2 +38.2/-38.2 +37.9/-37.9 +37.9/-37.9 +37.9/-37.9 +35.51-35.5 2/23/2015 j 92.250 91.000 Glass Type A +4S.7/-45.7 +43.4/-43.4 +41.5/-41.5 +38.7/-38.7 +36.7/-36.7 +35.6/-35.6 +33.7/-33.7 +30.9/-30.9 +28.4/-28.4 +26.6/-26.6 LUCAS A. TURNER, P.E. Glass Type B, C, D, E, F, G, H +45.7/-45.7 +43.4/-43.4 +41.5/41.5 +38.7/-38.7 +36.7/-36.7 +35.6/-35.6 +35.1/-35.1 +3S.O/-35.0 +35.0/-35.0 +35.0/-3S.0 FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: I COMPARATIVE ANALYSIS EQUAL SPLIT DRAWN BY: DATE: NOTES: AIDE 03/16/09 DWG #: REV.: 1. IF SIZE INTENDED IS NOT SHOWN, USE NEXT LARGER SIZE. - CWS-466 D .. , . 2. !F THRU FRAME ANCHORS ARE SUBSTITUTED WITH INSTALLATION CLIPS; DP fS'LIMITED TO +30/-30 PSF AND UNIT WIDTH IS LIMITED TO 51.875". -• � - sOALE: SHEET1:1 I 4 OF 11 ' DP CHART C: ORIEL _ DESIGN PRESSURES FOR ORIEL CONFIGURATION. LIMITED BY GLASS AND TESTING DESIGN LIMITATIONS Overall Fig Unit _ _ Sash O_ ve_rall Flange Width 24.750 26.750 28.750 32.750 37.000 40.750 44.750 48.750 53.125 57.250 Height Height Height Unit Width 23.500 25.500 27.500 31.500 35.750 39.500 43.500 47.500 51.875 56.000 28.750 27.500 12000 GI assAGlE Fid+500/70050+50.0/-70.0 _Sash, ass xe_ .-.+.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/_70.0 +50.0/_70.0 Glass Type B, C, D, E, F, G, H +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 32.750 31.500 12000 Glass ASash, Glass EFixed +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-69.3 +50.0/-67.6 Glass Type B, C, D, E, F, G, H +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-69.9 36.750 35.500 12.062 Gl... A_lash, Glass _EFixed +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-64.8 +50.0/-60.4 +50.0/-57.2 +50.0/_53.6 +50.01-52.1 Glass Type B, C, D, E, F, G, H +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-69.4 +50.0/-63.2 38.375 37.125 12.625 GlassASash , Glass E_Fixed _ +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-69.7 +50.0/-61.6 +50.0/-56.6 +50.0/_53.0 +49.7/_49.7 +48.0/_48.0 Glass Type B, C, D, E, F, G, H +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/ -70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-65.8 +50.0/-60.8 40.750 39.500 13.438 Glass ASash, Glass EFixed +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-67.3 +50.0/-59.0 +50.0/-52.8 +48.9/-48.9 +45.1/-45.1 +42.8/-42.8 Glass Type B, C, D, E, F, G, H +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-69.3 +50.0/-61.3 +50.0/-56.6 44.750 43.500 14.812 Glass ASash, Glass EFixed +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +S0.0/-70.0 +50.0/-65.3 +50.0/-57.0 +50.0/-50.3 +45,2/-45.2 +40.5/_40.5 +37.9/-37.9 Glass Type B, C, D, E, F, G, H +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-65.1 +50.0/-58.0 +50.0/-52.6 48.750 47.500 16.125 G_lassA_Sash, Glass_E_Fixed_ +50.0/-70.0 +50.0/_70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-63.8 +50.0/-56.3 +49.6/-49.6 +44.0/-44.0 +39.1/_39.1 +35.4/-35.4 Glass Type B, C, D, E, F, G, H +50.0/-70.0 +50.01-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-68.4 +50.0/-62.0 +50.0/-55.7 +50.0/-50.5 50.625 49.375 16.812 Glass A_Sash, Glass EFixed +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-63.1 +50.0/-55.9 +49.4/-49.4 +43.9/-43.9 +38.8/_38.8 +35.1,/-35.1 Glass Type B, C, D, E, F, G, H +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-66.1 +50.0/-60.9 +50.0/-S4.3 +49.1/-49.1 52.756 51.500-- 17.500 Glass ASash, Glass E Fixed +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-62.2 +50.0/-55.5 +49.3/-49.3 +43.9/-43.9 +38.9/-38.9 +35.0/-35.0 Glass Type B,-C,D, E, F, G, H +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-63.7 +50.0/-59.4 +50.0/-52.7 +47.7/-47.7 56.750 55.600 18.875 Glass ASash, Glass EFixed +50.0/.40.0 +50.0/-70.0+50_0/-70.0 +50.0/-68.8 +50.0/-60.3 +50.0/-54.6 +48.7/-48.7 +43.8/-43.8 +39.0/-39.0 +35.3/-35.3 Glass Type B, C, D, E, F, G, H +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-68.2 +50.0/--63.7 +50.0/-60.2 +50.0/-55.8 +50.0/-50.2 +45.3/-45.3 60.760 59.500 20.250 Glass_ASash, Glass _E_Fixed +50.0/-70.0 +50.0/-70_0 +50.0/-67.7 +50.0/-62.8 +50.0/-58.3 +50.0/-52.4 +47.9/-47.9 +43.2/_43.2 +38.8/_38.8 +35.4/_35.4 Glass Type 8, C, D, E, F, G, H +50.0/-70.0 +50.0/-70.0 +50.0/-67.7 +50.0/-62.8 +50.0/-59.3 +50.0/-57.3 +50.0/-55.9 +50.0/-52.6 +48.1/-48.1 +43.3/-43.3 63.000 61.750 21.000 G_lassA_Sash, Glass EFixed +50.0/-70.0 +50.0/-66.6 +50.0/-63.5 +50.0/-58.7 +50.0/-55.1 +50.0/-51.3 +47.2/-47.2 +42.5/-42.5 +38.7/_38.7 +35.2/-35.2 Glass Type B, C, D, E, F, G, H +50.0/-70.0 +50.01-66.6 +50.0/-63.5 +50.0/-58.7 +50.0/-55.1 +50.0/-53.0 +50.0/-51.6 +50.0/-50.7 +45.8/-45.8 +42.3/-42.3 66.750 65.500 22250 Glass ASash, Glass Fixed +50.0/-64.1 +50.0/-60.5 +50.0/-57.5 +50.0/-52.8 +49.3/-49.3 +47.1/-47.1 +45.5/-45.5 +42.4/-42.4 +38.6/-38.6 +35.2/-35.2 -- - - '- - - - --- -- - - -- -._ --- -- - -- -- _- - - --- -- -- - -- -. _-._.. - +4 --- --- GlassTypeB, C, D,. E, F, G, H +50.0/-64.1 +50.0/-60.5 +50.0/-57.5 +50.0/-52.8 +49.3/-49.3 +47.1/-47.1 +45.5/-45.5 +44.5/-44.5 +43.8/-43.8 +40.0/-40.0 68.750 67.500 22938 Glass ASash, Glass EFixed +50.0/-61.1 +50.0/_57.6 +50_0/_54.7 +50.0/-50.2 +46.7/-46.7 +44.5/-44.5 +42.8/--42.8 +41.7/_4L7 +38.6/-38.6 +35.2/_35.2 Glass Type B, C, D, E, F, G, H +50.0/-61.1 +50.0/-57.6 +50.0/-54.7 +50.0/-50.2 +46.7/-46.7 +44.5/-44.5 +42.8/-42.8 +41.7/-41.7 +41.0/-41.0 +39.4/-39.4 72.750 71.500 24.313 Glass ASash, Glass EFixed +50.0/-53.5 +50.0/-51.1 +49.1/-49.1 +45.6/-45.6 +42.2/-42.2 +40.0/-40.0 +38.3/-38.3 +37.0/-37.0 +36.1/_36.1 +35.2/-35.2 Glass Type B, C, D, E, F, G, H +50.0/-53.5 +50.0/-51.1 +49.1/-49.1 +45.6/-45.6 +42.2/-42.2 +40.0/-40.0 +38.3/-38.3 +37.0/-37.0 +36.1/-36.1 +35.6/-35.6 76.000 74.750 25.438 Glass ASash, Glass EFixed +48.1/-48.1 +45.7/-45.7 +43.8/-43.8 +41.0/-41.0 +39.1/-39.1 +38.1/-38.1 +37.7/-37.7 +36.4/-36.4 +35.5/-35.5 +35.0/-35.0 Glass Type B, C, D, E, F, G, H +48.1/-48.1 +45.7/-45.7 +43.8/-43.8 +41.0/-41.0 +39.1/-39.1 +38.1/-38.1 +37.7/-37.7 +36.4/-36.4 +35.5/-35.5 +35.0/-35.0 80.750 79.500 27.000 Glass A_Sash-, Glass_EFixed_ +37A/-37.1 +36.1/-36.1 +35_4/_35.4 +35.0/-35.0 +35.0/-35.0 +35.0/-35.0 +35.0/-35.0 +35.0/-35.0 +35.0/_35.0 +35.0/_35.0 Glass Type B, C, D, E, F, G, H +37.1/-37.1 +36.1/-36.1 +35.4/-35.4 +35.0/-35.0 +35.0/-35.0 +35.0/-35.0 +35.0/-35.0 +35.0/-35.0 +35.0/-35.0 +35.0/-35.0 84.750 83.500 28.375 Glass A_Sash, Glass EFixed_ +37.1/-37.1 +36.1/-36.1 +35.4/ _35A +35.0/-35.0 +35.0/-35.0 +35.0/-35.0 +35.0/_35.0 +35.0/_35.0 +35.0/_35.0 +35.0/-35.0 Glass Type B, C, D, E, F, G, H +37.1/-37.1 +36.1/-36.1 +35.4/-35.4 +35.0/-35.0 +35.0/-35.0 +35.0/-35.0 +35.0/-35.0 +35.0/-35.0 +35.0/-35.0 +35.0/-35.0 88.750 87.500 29,750 Glass A Sash, Glass E Fixed +37.1/-37.1 +36.1/-36.1 +35.4/-35.4 +35.0/-35.0 +35.0/-35.0 +35.0/-35.0 +35.0/-35.0 +35.0/-35.0 +35.0/-35.0 +35.0/-35.0 Glass Type B, C, D, E, F, G, H +37.1/-37.1 +36.1/-36.1 +35.4/-35.4 +35.0/-35.0 +35.0/-35.0 +35.0/-35.0 +35.0/-35.0 +35.0/-35.0 +35.0/-35.0 +35.0/-35.0 92.250 91.000 30.938 Glass ASash,Glass EFixed +37.1./-37.1 +36.1/_361 +35.4/-35.4 +35.0/-35.0 +35.0/-35:0 +35.0/.35.0 +35.0/-35.0 +35.0/_35.0 +35.0/_35.0 +35.0/_35.0 Glass Type B, C, D, E,F, G, H +37.1/-37.1 +36.1/-36.1 +35.4/-35.4 +35.0/-35.0 +35.0/-35.0 +35.0/-35.0 +35.0/-35.0 +35.0/-35.0 +35.0/-35.0 +35.0/-35.0 VVINDOW SYSTEMS L 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 3500 ALUM. SINGLE HUNG NON -IMPACT In (7 N r 'o c7 in t� �Ll, acaaa 0 0 o -0 F IZ O i C U O u- L = m in U o > N O N Z W O " 0 O P F o W F d 0 F- 0 F w F ¢ C)tt U W IL 0 No 56201 �9 % STATE OF .�4/ .g. "vigil NA21 E?�� LUCAS A. TURNER, P.E. - I FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: COMPARATIVE ANALYSIS �j ORIEL DRAWN BY: DATE: NOTES: AIDE 03/16/09 DWG#: REV.: 1. IF SIZE INTENDED IS NOT SHOWN, USE NEXT LARGER SIZE. CWS-466 D SCALE: SHEET 2. IF INSTALLATION CLIPS ARE USED AT SPACING SHOWN ON SHEET 9, DP IS LIMITED TO +30/-30 PSF. 1:1 5 OF 11 EXTERIOR ALT, FIN FRAME NOTE: ITEMS 11, 14, 23, 26-32, 34, 35, 42, 43-46, 59,'63, 65, 66 ARE USED BUT NOT SHOWN FOR CLARITY. EXTERIOR NOTE: LEFT SIDE SHOWS FIXED VIEW WINDOW SYSTEMS LL- 1900 SW 44TH AVE. OCALA, FLORIDA 34474 www.cws.cc 3500 ALUM. SINGLE HUNG NON -IMPACT ZB r r r Ili o 0 0 cc) cm 0 t No 58201 • :�� 9• STATE OF •�/� z� 2/23/2015 }" LUCAS A. TURNER, P.E. FL PE # 58201 1 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: SECTION VIEWS - ALTERNATE FIN FRAME DRAWN BY: DATE: AIDE 03/16/09 DWG#: REV.: CWS-466 D SCALE: SHEET 1:2 6 OF 11 I FRAME CORNER CONSTRUCTION S-1182 Fr. Sill, Fig., Sill Keymark Aluminum �21/16" S-1077 Fr. Jamb, Fig., L. Jb. Keymark Aluminum T 1/16 I--1 1/2^ 1 S-1077 Fr. Jamb, Fig., R. Jb. Keymark Aluminum 2 7/16" 1 H-1563 Fxd. Mtg. Rail Keymark Aluminum Z 1/16" H-1072 Sash Meet. Rail Keymark Aluminum 1 13/16" H-1181 Sash Bot./Pull Rail Keymark Aluminum 1 21/16" S-1073 Sash Side/Top Rail Keymark Aluminum se 8 Lfal S-1074 Scm. Adapt., w/o leg, Vert. Keymark Aluminum--It-1/16" -- r-1116 p za65 Install Clip Keymark Aluminum FLANGE HEADS 1326 FIN HEAD S-1330 SASH BOTTOM RAIL H-1181 P-3046 18 P-3305 I Wstp., 0.270 x .187 back FinSeal, Black, SoftTouch Ultrafab Nylon 20 P-3303 Wstp., 0.190 x .187 back FinSeal, Gray, SoftTouch Ultrafab Nylon 21 P-3305 Wstp., 0.270 x .187 back FinSeal, Black, SoftTouch Ultrafab Nylon 22 P-3011 Wstp., 0.350 x .187 back, foam filled bulb w/wands Ultrafab Nylon 23 P-3303 Wstp., 0.190 x .187 back FinSeal, Gray, SoftTouch Ultrafab Nylon 24 P-3309 Wstp., 0.210 x .187 back FinSeal, Black, SoltTouch Ultrafab Nylon 26 P-3612 #8 x 1.000 w/ 1/4" lead Quad PH Type A SMS Fastenal Steel 28 P-3635 #8 x 0.750 Quad PH Type A SMS Fastenal Steel 29 P-3515 #8 x 0.625 Ph FH Type A SMS Fastenal Steel 30 P-3264 Gasket, Hd. & Sill at Jb., SH-3500 HO Prod Closed Cel 33 P-3342 Seam Sealer, SM-5504 Schnee 34 P-3373 Pad, Sill, SH-3500 Visor Open Cell 36 P-3022 Glazing Bead, Single Glazed Fla Scm IMetal 37 P-3020 Glazing Bead, Insulated glass TeamPlas I PVC 42 P-3352 Set. Blk., 85 Dur., 1/8" x 5/8" x 2" Lg. Frank Lowe 43 P-3641 SH-3500 Gold Cert. Label 45 P-3881 Temporary Lbl. (NFRC/DP) 46 P-3613 CWS Lbl. (logo) 47 Glass, Fixed 48 Glass, Sash 56 P-3218 Screen Frame Allmetal Alum 58 P-3321 Screen Frame Comer Key Allmetal Alum 59 P-3581 Screen Cloth, 18 x 16 Fiberglass Phifer 60 P-3228 Screen Spline, .155 Dia., Blk. Dapa Nylon 61 P-3029 Screen Pull Tab Summit Steel 62 P-3033 Screen Spring, SS F11 Scm SS 63 S-1197 Install Clip, Curved Keymark Aluminum 66 S-1112 Fr. -Head, Flange Archtop Keymark Aluminum- 67 Instaglaze3, Purfect Glaze "H", TremglazeS500 Dow,Henkel,Tremco ' 68 S-1330 IFr. Head, Fin, Head Kevmark lAluminum LINE ITEMS NOT USED: NOTE: ALL ALUMINUM EXTRUSION ARE 6063-T6 6,19,25,27,31,32,35,37-41,44,49-55,57 2 3 FLANGE SILL S-1182 z^ 1116" 2" 3 4 LL FLANGE JAMB S-1077 1 2 63 1/16" ANCHOR CLIP - 1197 5/16" PLAN VIEW CONSTRUCTION �21/16" 64 66 1 7116" �F1/16' FLANGE HEAD, ARCHTOP S-11 5/8" FIN SILL S-1180 314" 10 213/16" -j —1/76"L --4-1/16' I—f SCREEN ADAPTER S-1074 2 .. 1/16 1 1LE: 65 FIN JAMB S-1500 j--- 3/8" -y i-�-1116" 4" I FIXED RAIL H-1563 2, 9 1 3/16" PLAN VIEW OF ANCHOR CLIP 1/16 11 SASH SIDE RAIL S-1073 2 9/16" --{ 5/16" T— —C 1116" 7-, 5/8" -� SILL ANCHOR CLIP S-1465 i ' 1 t2„ 1/16" SASH TOP RAIL H-1072 WINO/OW SYSTEMS L 1900 SW 44TH AVE. OCALA, FLORIDA 34474 wwW.CWS.CC 3500 ALUM. SINGLE HUNG NON -IMPACT in `O�rrw a�iao ¢ 0 0 o r 0 1DREw-'1-* � J Q`� 'GENs'- 0 58201 Ot STATE w. % LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 BOM AND EXTRUSIONS I AIDE 03/16/09 JG #: REV.: CWS-466 D ALE: SHEET 1:2 7 OF 11 6- MAX. (TYP) 18" MAX. O.C. (TYP.) 8" MAX. SEE NOTE 2 6 MAAX7r'. (TYP)__ 18- MAX. O.C. (TYP) INSTALLATION ANCHORS (TYP) III X 4 SEE NOTE 2 9I VVI - THRU FRAME OR CLI DP LIMITED BY GLASS AND TE: LIMITATIONS, SEE SHEET 5 I 6" MAX (TYP.) — i 6" MAX. (TYP.) I I I I 18" MAX. O.C. (TYP.) I I _ INSTALLATION ANCHORS, THRU FRAME AT JAMBS (SEE NOTE 2, SHT 6) i 18" MAX. O.C. (TYP.) 6" MAX. 18' MAX. O.C. 1 1 %lll�g®%ll� -LJaI/4 8" MAX. (TYP-) 8" MAX. ��-IJ�Lyu��C�5Y5TuEulSr I(l7 /-j(�!✓"/71j SEE NOTE 2 8' MAXYP-) SEE NOTE 2 (TYP.) IL 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CWS.CC 8- MAX. O.C. 3500 ALUM. O SINGLE HUNG O NON -IMPACT 2 2 2 ([1N W 4" o 0 0 O X II� CLIPS SIDES ALL THRU�II w T__ INSTALLATION ANCHORS, THRU CLIPS AT SILL ANCHOR LAYOUT - (FLANGE) FOR DP CHART B THRU FRAME OR CLIP (MASONRY OR WOOD OPENING) DP LIMITED BY ANCHOR CLIPS, SEE SHEET 6 --------- 4" MAX. (TYP.) 76" MAX. O.C. (TYP.) I 1. INSTALL ONE O AT EACH LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 4' MAX. (TYP.) T 2. SHIM AS REQ'D AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4". USE 16" MAX. O.C. SHIMS WHERE SPACE GREATER THAN 1/16" IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR (TYP.) BETTER. WOOD SHIMS ARE NOT ALLOWED. I J 3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 10. O 4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL. DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. I 5. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL- 3 NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE 1, SHEET 10. 6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS, EMBEDMENT 3" SHALL BE BEYOND WOOD BUCKS, IF USED, AND INTO SUBSTRATE - 1 X BUCKS ARE OPTIONAL. 7. A MINIMUM 3" CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL MASONRY FASTENERS. A MINIMUM 1" INSTALLATION ANCHORS (TYP) CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL WOOD AND METAL FASTENERS. v 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. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE 1, SHEET 10. CONCRETE AND MASONRY SUBSTRATES SHALL NOT BE CRACKED. 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: ANCHOR FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA250(BOXWINDOWS),FMA/AAMA/WDMA300(EXTERIORDOORS). I DPLIMITED BV LAYOUT - (FIN) FOR DP CHART A 5 THRU NAILING FIN (WOOD OPENING) GLASS AND TESTED PRESSURE LIMITATIONS, SEE SHEET N U N Z O o w F - r a w U w � w U 12 12 a o a LU Pp10 RE4y •��i', . G No 58201 90L STATE OF %.:zo�J` fONA, LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 ANCHOR SCHEDULE AND NOTES - EQUAL SPLIT ADE 1 03/16/09 CWS-466 D ;ALE: SHEET 1:25 8 OF 11 18" MA) 6" MA) 6" MA: 18- MAX. O.C. (TYP.) THRU FRAME, — 12" MAX. O.C. (TYP.) W/CLIPS NOTE: WHEN INSTALLING FLANGE UNITS WITH ANCHOR CLIPS AS SHOW ON SHEET 10, DESIGN PRESSURE IS LIMITED TO 30 PSF. NOTE 2 3TALLATION CHORS (TYP.) 4^ MAX. (TYP.)� 16" MAX. O.C. (TYP.) 4" MAX. (TYP.) 16" MAX. INSTALLATION ANCHORS (TYP.) ANCHOR LAYOUT - (FLANGE) FOR DP CHART C THRU FRAME OR CLIP (MASONRY OR WOOD OPENING) NOTES: DP LIMITED BY GLASS. SEE SHEET 1. INSTALL ONE ANCHOR AT EACH LOCATION. SILL ANCHOR SPACING SAME AS HEAD. ANCHOR LAYOUT - (FIN) FOR DP CHART C THRU NAILING FIN (WOOD OPENING). SEE SHEET 7 2. SHIM AS REQ'D AT EACH SET OF INSTALLATION ANCHORS 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 SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 10. 4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL. DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. 5. INSTALLATION ANCHORS SHALL BE IN ACCORDANGE WITH,ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE 1, SHEET 10. 6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, AND INTO SUBSTRATE - 1 X BUCKS ARE OPTIONAL. 7. A MINIMUM 3" CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL MASONRY FASTENERS. A MINIMUM 1" CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL WOOD AND METAL FASTENERS. 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. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE 1, SHEET 10. CONCRETE AND MASONRY SUBSTRATES SHALL NOT BE CRACKED. 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS), FMA/AAMA/WDMA 300(EXTERIOR DOORS). (CM9am WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CwS.Cc 3500 ALUM. SINGLE HUNG NON -IMPACT T T N r cO r r r w c� co i�j o Q 0 0 o r ❑ C/)I Z U i Q U O coV 3:co n U o Ln N v=V c N O o = w o F Z F- F < w W a O IL w > j U ❑ ��JGQC;.��G E NS�•.'Q.yy�. No 58201 • :�i %_9•• STATE OF :441- r e is±ONA� %% 2/23/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 ANCHOR SCHEDULE AND NOTES - ORIEL ADE 1 03/16/09 CWS-466 D ALE: SHEET 1:25 9 OF 11 TYPICAL HEAD CLIP ANCHORAGE MIN. EDGE DIST. .. SEE TABLE 1 SUBSTRATE BY OTHERS SEE TABLE 1 PERIMETER SEALANT BY INSTALLERVIA MIN. EMBEDMENT INSIDE AND OUT SEE TABLE 1 SEALANT BEHIND FLANGE BYINSTALLER 1/4" MAX. SHIM ANCHOR CLIP INSTALLATION ANCHOR SEE TABLE 1 HIGH STRENGTH STRUCTURAL GROUT BY OTHERS INSTALLATION ANCHOR SEE TABLE 1 SEALANT BEHIND FLANGE BYINSTALLER _ . , • ,.• :1'..• .1 „ � ANCHOR CLIP PERIMETER SEALANT •.>,i�•.��•� �� .f;. BYINSTALLER �t INSIDE AND OUT Li9n SUBSTRATE BY OTHERS SEE TABLE 1 MIN. EMBEDMENT SEE TABLE 1 MIN. EDGE DIST. ^ �` VERTICAL SECTION SSE TABLE 1 10 TYPICAL SILL CLIP ANCHORAGE MIN. EMBI SEE TABL 1/4" MAX. ANCHOR( INSTALLATION ANCF SEE TABLE 1 SEALANT BEHIND FLAt BYINSTALLER PERIMETER SEALANT I INSIDE AND OUT SUBSTRATE BY OTHER SEE TABLE 1 TABLE I: APPROVED INSTALLATION FASTENERS FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN. EMBEDMENT MIN. EDGE DIST. FLANGE CONCRETE (2.0 KSI MIN.) 3/16" ITW TAPCON 1" 1-1/8" FLANGE HOLLOW OR GROUT -FILLED CUM (117 PCF MIN.) 3/16" ITW TAPCON 1" 2" FLANGE CONCRETE (2.85 KSI MIN.) 3/16" ELCO ULTRACON 1" 1" FLANGE HOLLOW OR GROUT -FILLED CMU (ASTM C-90) 3/16" ELCO ULTRACON 1-1/4" 2-1/2" F 2x MIN. SPRUCE -PINE -FIR WOOD (G=0.42 MIN:) 33/16" ITW TAPCON 1 3/8" 7/8" FLANGE 2x MIN. SPRUCE -PINE -FIR WOOD (G=0.42 MIN.) #4TWOOD SCREW 1-318" 7/8" FLANGE 1(33 16 GAUGE (0.060") MIN. STEEL STUD KSI YIELD MIN.) XOR ITW TEKS SELF -DRILLING FULL THREAD THRU 0.060" 1/2" FLANGE 1/8" ALUM. (6063-T5 MIN.) OR 1/B" STEEL (33 KSI MIN.) #10 GRADE 5 SELF -TRAPPING / DRILLING SCREW FULL THREAD THRU 0.125" 1!2 F!N. ; 2x MIN. SPRUCE -PINE -FIR WOOD (G=0.42 MIN.) #8 WOOD SCREW • • 9,1/2" 7/16" B HORIZONTAL SECTION 101 TYPICAL JAMB CLIP ANCHORAGE WINDOW SYSTEa i5 Il `✓/I 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CwS.Cc DIST. E 1 3500 ALUM. SINGLE HUNG NON -IMPACT l2 c2 N c CJ �5 N w H N cc cm O Q C. 0 o 0 Y g } Ill m U) 40" m U a LL = LL n U o N ti 0 N z w O� o W FO H O o 0 a w < W F ¢ 0-o 0 aa- INSTALLATION ANCHOR `%%%PNpREbV"'le N. SEE TABLE 1 ANCHOR CLIP •.�� No 58201 1/4" MAX. SHIM 'O: STATE OF . <u' SEALANT BEHIND FLANGE iiOi('•• �( O p; �•�� ........ BYINSTALLER PERIMETER SEALANT BY MIN. EMBEDMENT INSIDE AND OUT SEE TABLE 1 i 2/23/2015 LUCAS A. TURNER, P.E. SUBSTRATE BY OTHERS SEE TABLE 1 FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 I MIN. EDGE DIST. SHEET DESCRIPTION: SEE TABLE 1 INSTALLATION DETAIL - 1 HORIZONTAL SECTION CLIPS 10 ALTERNATE SILL CLIP ANCHORAGE DRAWN BY: DATE: ADE 03/16/09 DWG#: REV.: NOTE: CWS-466 D 1. WHEN INSTALLING FLANGE UNITS WITH ANCHOR CLIPS AS SHOWN ON THIS SHEET, SCALE: SHEET DESIGN PRESSURE IS LIMITED TO +/-30,PSF. 1:2 10 OF 11 - MIN. EDGE DISI IJ SEE TABLE 1, S SUBSTRATE BY SEE TABLE 1, SF PERIMETER SEA i INSIDE AND OUT I I SEALANT BEHINI BYINSTALLER j INSTALLATION AI SEE TABLE, SHT SEALANT BEHIND BYINSTALLER PERIMETER SEAL INSIDE AND OUT SUBSTRATE BY O SEE TABLE 1, SHl MIN. EDGE DIST. SEE TABLE 1, SHT 10 TYPICAL HEAD ANCHORAGE D VERTICAL SECTION 11 TYPICAL SILL ANCHORAGE iIM 10 MIN. EMBEDMENT . SEE TABLE 1, SHT 10 1/4" MAX SHIM INSTALLATION ANCHOR SEE TABLE, SHT 10 SEALANT BEHIND FLANGE BYINSTALLER PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SUBSTRATE BY OTHERS SEE TABLE 1, SHT 10 E HORIZONTAL SECTION 11 TYPICAL JAMB ANCHORAGE SEALANT BEHIND FIN BYINSTALLER INSTALLATION ANCHC SEE TABLE, SHT 10 PERIMETER SEALANT INSIDE AND OUT MIN. EDGE DIST. SEE TABLE 1. SHT 10 1/4" MAX. SHIM MIN. EDGE DIST. SEE TABLE 1, SHT 10 IBSTRATE BY OTHERS :E TABLE 1, SHT 10 N.EMBEDMENT SEE TABLE 1, SHT 10 F VERTICAL SECTION 11 ALTERNATE FIN ANCHORAGE TYP. FOR HEAD, SILL AND JAMBS (9m.0WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 3500 ALUM. SINGLE HUNG NON -IMPACT In m N c0 c7 u7 N w N 00 N O Q 0 0 o O Y W m U, Z m ¢ m O 11 U = w () O N 2 N z W O o ' o F- o w F- W < U w Fr U Q w 0 p W o a U m 01 1 I 0 o m¢ O I z +,ptqu rurrgA +++ �1JRE W r No 58201 �9•� STATE OF :"4u 2/23/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: INSTALLATION DETAIL j I DRAWN BY: DATE: AIDE 03/16/09 j DWG#: REV.: CWS-466 D SCALE: SHEET 1:2 11 OF 11