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Home My WebLink AboutProduct Approval; Windows Single Hung1211112019 rlorwa ounamg t.oae unnne ww..w 4 rAll e 1 1. Requjati6h BC15 Home I Los In I User Registration I HotTapics Submit Surcharge I Scats & Facts Publications Contact Us I BCIS Site Map I Links SearchI Forda tee I i:1 product Approval b USER: Public User 3 • ej '. A Product Agoroval Menu > r[Q;1QE ar Aonlication Search > 9LLollcation List > Application D n �� (� Ski � (jyLPi' FL #. FL163-R7 $ f2 O Application Type Ion - 10 Val Code Version 2017 0 Application Status Approved 011O r< Comments Archived LJ Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352)368-6922 Ext 291 jlathrop@cws.cc Authorized Signature Kevin Pine kpine@cws.w 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 1906 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 jlathrop@cws.cc Category =Sn, Subcategory g Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer tJ Evaluation Report - Hardcopy Received 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 Lucas A. Turner PE-58201 Keystone Certifications, Inc. 02/23/2025 Steven M. Urich, PE Ld Validation Checklist - Hardcopy Received FL163 R7 COI EvaIReD CW5-466D (SH-3500),,pfff Standard ANSI/AAMA/101/I52/A440-05 ASTM E 1300-04 Year 2005 2004 /J I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity U Yes U No J N/A Product Approval Method Date Submitted Date Validated Date Pending FBC.Approval Date Approved Option D FL # I Model, Number or Name I Description I https://www.floridabuilding.org/pr/pr_app_dtl.aspx?pdram=wGEVXQwlDquJBMjgUlj3NOXQjw5OSGYZBHeOBzl°/a2b3%2bQ°/a3d 1/2 12/11/2019 Florida Building Code Online 3500 Single Hung 13500 Single Hung Limits of Use Installation Instructions Approved for use In HVHZ: No FL163 R7 II CWS-466D (SH-3500)_pdf Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: 3500 Single Hung Equal Lite H-C35 56"x 91"; 3500 FL163 R7 AE EvalRep CWS-466D (SH-3500),pdf Single Hung Oriel H-C35 56"x 91". Created. by Independent Third Party: Yes back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 ' The Stale of noNtla Is an AA/EEO employer. b3RYd9hI 2002-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florda 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 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 ema 11 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 dick here . product Approval Accepts: M ® R�iz7l' RE M Credit Card Safe https:I/www.foridabuilding.org/pr/pr app_df.aspx?param=wGEVXQwtDquJBMjgUlj3NOXQjw5OSGYZBHeO8zla/a2b3%2bQa/a3d 2/2 SINGLE HUNG ELEVATION (NON -IMPACT) 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 GENERAL NOTES: // "nn2zo.� j,/ 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND - WINDOW SYSTEMS IL7-��j�I�` MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE 1900 SW 44TH AVE. (FBC), CURRENT EDITION. OCALA, FLORIDA 34474 www.cws.cc 2. GLAZING OPTIONS: (SEE SHEET 2) 3. CONFIGURATIONS: "O/X". 35500 ALUM. 4. DESIGN PRESSURE RATING (SEE SHEETS 3-5): SINGLE HUNG -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND NON -IMPACT GLASS TABLES ASTM E-1300-04. -POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300-04. m Z6 N di o 0 5. ANCHORAGE: THE 33 113 % STRESS INCREASE HAS NOT BEEN 0 USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 10-12 FOR INSTALLATION DETAIL. WIND LOAD DURATION FACTOR Cd=1. w m WAS USED FOR WOOD ANCHOR CALCULATIONS. e � 6. NOT APPROVED FOR IMPACT RESISTANCE. IMPACT PROTECTIVE SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION.ZD n o v c 7. ALL FRAMES SCREWED TOGETHER. SMALL JOINT SEAM SEALANT '� o `�" O USED AT ALL FRAME JOINTS. w d c � r o 8. SERIES MODEL DESIGNATION SH-3500. a W a v a o o a w 9. THE DESIGNATION X AND O STAND FOR THE FOLLOWING: X= OPERABLE SASH, O= FIXED SASH. o C m a O z 10. SHOWNORIEL UNITS AS PSF FOR DESIGN PRE SURES OF VVARIOUS S ZES BASED ON ,`a%% y1DREIV T , QUALIFIED GLASS TYPES, SEE COMPARATIVE ANALYSIS. REFER �"G';�`CENSF�; TO SHEETS 5 & 9. •16 � �: N. 58201 11. EQUAL UNITS AS SHOWN UP TO 56"x91"ARE RATED+35 PSF. t *� FOR DESIGN PRESSURES OF VARIOUS SIZES BASED ON * =.a: :jr QUALIFIED GLASS TYPES, SEE COMPARATIVE ANALYSIS. REFER %9•t STATE OF Iu; •4u• TO SHEETS 3,4&8. . �0,�•-,� 12. SECTION CALLOUTS FROM ELEVATIONS APPLY TO ALL ��iSs( �.. 1O ��,_,; ��4 i11NA 00 ELEVATIONS IN A SIMILAR LOCATION. o t" Lucas A. Turner 2/23/2015 LUCAS A. TURNER, P.E. 2015-02-23 16:14-05:00 FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 GENERAL NOTES AND ELEVATIONS ADE 1 03/16/09 CW S-466 1:25 1 1 OF 11 —{ 1�1/8' ANNEALED INSTAGLAZE 3 PURFECT GLAZE "H' .6 TREMGLAZE S500 » GLASS BITE GLASS TYPE 5/8. OVERALL 1/8' ANNEALED 318" AIRSPACE Vil' ANNEALED V2' GLASS BITE GLASS TYPE E 'H' -1/8' TEMPERED / INSTAGLAZE 3 PURFECT GLAZE'H' PTREMGLAZE S500 1/2' GLASS BITE GLASS TYPE B 5/8' OVERALL 1/8' TEMPERED 30 AIRSPACE 1/8" TEMPERED INSTAGLAZE 3 PURFECT GLAZE "H' 6 TREMGLAZE 5500 1/2' GLASS BITE GLASS TYPE F W 16' ANNEALED INSTAGLAZE 3 PURFECT GLAZE'H' ,-' TREMGLAZES500 IZ GLASS BITE GLASS TYPE C GLASS TYPE G 5/8" OVERALL 3116" ANNEALED 114" AIRSPACE 3116' ANNEALED INSTAGLAZE 3 PURFECT GLAZE 'H' TREMGLAZE S500 112" GLASS BITE GLASS TYPE D GLASS TYPE H 3ED 3 AZE'H' S500 BITE 18' OVERALL 116' TEMPERED W AIRSPACE 116' TEMPERED INSTAGLAZE 3 PURFECT GLAZE 'H' TREMGLAZE S500 1/2' GLASS SITE 1900 SW 44TH AVE. OCALA, FLORIDA 34474 www.cws.cc 3500 ALUM. SINGLE HUNG NON -IMPACT s x u N o U O a ❑ N Z U OF a W Of O 0 'vY No 58201 '.P$ #• * #z 9 (4U 9=. STATE OF. O •. 0 . % �i10" P<OR .�PG1% �,*I",/ONA,S %`% 2/2312015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 EST DESCRIPTION: GLAZING DETAIL AWN BY: DATE: ADE 03/16/09 IGa: REV.: CWS-466 D ALE: SHEET 1:1 2 OF 11 28.750 32.750 36.750 38.375 40.750 4 750 4&750 50.625 52750 5&7W 60.7W 6&IX0 6&750 6&750 72.750 76 000 80.750 84.750 W750 92250 DP CHART: EQUAL SPLIT W/CLIPS -- --- ---- -- - ' - -- - - - --._ _.EQUAL----------- CLIP---- --- -- -- - ---- -- - '---' -- DESIGN PRESSURES FOR EQUAL SPLR CONFIGURATpN W RH ANCHOR CLIPS (SEE (SEE NOTE 2) 2].500 31.500 35.500 37.125 39.500 43.500 47.500 49.375 51.500 55.500 59.500 61.750 65.500 67.500 71.500 74.7W 79.500 83.500 8787-500 91.000 Type A Type B, Type A Type B, Type A Type B, Type A Type B, Type A Type B, Type A Type B, Type A Type B, Type A Type B, Type A REE B, Type A TVPe B, Type A Type A n B, Type A Type B, Type A Type B, Type A Type B, Type A Type B, Type A Type B, Type A H H +50.0/-70.0 +50.0/-70.0 +%0/-70.0 a50.01-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-69.1 +50.0/-64.6 +50.01-70.0 +50.0/-70.0 «s00/-70.0 +50.0/-70.0 a50.0/-70.0 +50.01-70.0 +50.0/-70.0 +50.01-70.0 +50.0/-69.1 +so.o/-69.6 FIGURE 3.1 (SEE NOTE 2) EXAMPLE 36"x62" THRU FRAME/THRU CLIP COMBINATION 450.01-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +W.0/40.0 +50.0/-70.0 +50.0/-69.0 +50.0/-64.0 +50.0/-59.3 +50.0/-55.5 +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/-69.0 +50.0/-64.0 +50.0/-59.3 ♦50.01-55.5 LEFT JAMB: USING INSTALLATION CLIP ANCHORS +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 +48A/-48.4 +50.0/.70.0 +50.0/-70D +50.0/-70.0 +50.0/-70.0 +50.0/-69.9 +50.0/-6L9 +50.0/-57.0 +50.0/-515 +50.0/-50.1 +48A/48.4 RIGHT JAMB: ANCHORS THRU FRAME +50.0/-70.0 +50.01-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-66.8 +50.0/-59.8 +50.0/-54.1 +50.0/-50.2 +46.8/-46.8 +44.8/-44.8 +50.0/-70.0 +50.0/-70.0 +50.0/.70.0 +50.0/-70.0 +50.0/-66.8 +50.0/-59.8 +50.01-54.1 +50.0/-50.2 +46.8/-46.8 + S/-44.8 HEAD: ANCHORS THRU FRAME SILL: USING INSTALLATION CLIP ANCHORS +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 W7.3/-47.3 +42.9/-42.9 +40.7/-40.7 +50D/-70.0 +50.0/-70.0 +50.01-70.0 +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. +50.0/-70.0 +50.0/-70.0 +50.0/-66.9 a50.0/-60.6 +50.0/-55.0 +50.0/-50.9 +47.2/-47.2 +44.01-44.0 +39S/-39.8 +36.91-36.9 +50.0/-70.0 +50.0/-70.0 +50.0/-66.9 +50.0/-60.6 +50.0/-55.0 a50,01-50.9 +47.2/-47.2 +44.0/-44.0 1 +39.8/-39.8 +36.9/.36.9 TIP 1 +50.0/-70.0 +50.0/-70.0 +50.01-66.9 +50.0/-60.6 +50.0/-55.0 +50.0/-50.9 +49.4/-49.4 + D/-44.0 +38.9/-38.9 +35.2/-35.2 +50.0/-70.0 +50.0/-70.0 +50.0/-66.9 1 a50.0/-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 1 6' MLAX 6' MAX. / +50.0/-70.0 +50.01-70.0 +50.0/-66.9 +50.0/-60.6 +50.0/-55.0 +50.0/-50.9 +49.3/-49.3 "19/-43.9 +38.8/-38.8 +35.1/-35.1 +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 8°MAX. O.C. 18'MAX. O.C. +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 a35.1/-35.1 +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 M3.9/-43.9 +39.0/-39.0 +35.1/-35.1 - +50.0/-70.0 +50.0/-70.0 +50.0/-66.9 +50.0/-60.6 +50.0/-55.0 a50.0/-50.9 +48.4/-48.4 W3J/-43.7 +38.9 /-38.9 15.4/-35.4F� 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/-M.4 +43.7/-43.7 +38.9/-38.9 +35.4/-35.4 +50.0/-70.0 +50.0/-70.0 +50.0/-66.5 +50.0/-60.6 +50,0/-55.0 +50.01-50.9 +47.5/47.5 +418/.42.8 +38.7/-38.7 +35.3/-35.3 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 W7.5/-47.5 1 +428/-42.8 +38.7/-38.7 +35.3/-35.3 t50.0/-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 +411/-42.1 +38.4/-MA +35.2/-35.2 H +50.0/-70.0 +50.0/-67.0 +50.0/-63.4 +50.0/-57.8 +50.0/-53.0 +49.4/-49.4 +4&0/-46.0 +42.1/42.1 +38.4/-38.4 +35.2/-35.2 +50.0/-66.3 +50.0/-62.3 +50.0/-5&8 +50.0/-53.4 +49.0/-49.0 +45.7/-4&7 +42.7/-42.7 +40.0/-40.0 +37.4/-37.4 +34.7/-34.7 H +50D/-66.3 +50.0/-62.3 +50.0/-58.8 +50.0/-53.4 +49.0/-49.0 +45.7/45.7 +417/-42.7 +40.0/-40.0 +37A/-37.4 +34.7/-34.7 +50D/-63.9 +50.0/-60.0 +50.0/-5&6 +50.0/-514 +47.1/-47.1 a44.0/-44.0 +41.1/-41.1 +38.5/-38.5 +36.1/-36.1 +34.0/-34.0 H +50.01-63.9 +50.0/-60.0 +50.0/-56.6 450.01-51.4 +47.1/47.1 +44.0/-44.0 Wl.1/-01.1 +38.5/-38.5 +36.11-36.1 +34X/-34.0 +50D/-63.9 +50.0/-60.0 +50,0/-56.6 +50.01-514 +47.1/-47.1 +44.0/-44.0 W1.1/-41.1 +38.5/-38.5 +35.5/-35.5 +318/-32.8 H +50D/-63.9 +50.0/-60.0 +50.0/-56.6 +50.0/-51.4 M7.1/-47.1 +44.0/-44.0 M1.1/-41.1 +38.5/-38.5 +35.5/-35.5 +32.8/-32.8 +50.0/-W.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 +3L6/-3L6 H +50.0/-60.2 +50.0/-57.7 +50.0/-55.8 +50.0/-51.4 M7.1/47.1 +43.5/-43.5 +40.1/-40.1 +37.4/-37.4 +34.2/-34.2 +31.6/-31.6 +50.0/-55.1 +50.0/-52.6 +50.0/-50.7 +47.9/47.9 +45.0/-45.0 a4L2/-4L2 +38.1/-38.1 +35.5/-35.5 +32.1/-32A +30.1/-30.1 H +50.0/-55.1 +50.0/-516 +50.0/-50.7 +47.9/-47.9 W5.0/45.0 +41L2/-412 +38.1/-38.1 +35.5/-35.5 +32.1/-321 +30A/-30.1 +50.0/--51.4 +49.0/-49.0 +47.1/-47.1 +44.2/-44.2 .414/a2.4 +3RG/-39.6 +36.6/-36.6 +33.7/-33.7 +30.7/-30.7 +28.8/-28.8 H +50.0/-51.4 +49.0/-49.0 M7.1/-47.1 +44.2/-44.2 M2.4/-42.4 +39.6/-39.6 +36.6/-36.6 +33.7/-33.7 +30.7/-30.7 +30.0/-30.0 +4&2/-48.2 +45.8/-45.8 +43.9/-43.9 +41.1/-41.1 +39.2/-39.2 +3&1/-3&1 +35.2/-35.2 +32.1/-32.1 +29.5/-29.5 +27.6/-27.6 H +4&2/-48.2 M&S/-45.8 M3.9/-43.9 «41.1/41.1. +39.2/-39.2 a38.1/-38.1 +35.2/-35.2 +32.1/-32.1 +30.0/-30.0 +30.01-30.0 M5.7/-45.7 W3.4/-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 H +45.7/-45.7 +43.4 /''-43.4 +41.5/-41.5 +38.7/-38J +36.7/-36.7 +35.6/-35.6 1 +33.7/-333 1 +30.91-30.9 1 +30.0/-30.0 1 +30.0/-30.0 NOTES: / T 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 FRAMETHRU CLIP ANCHOR COMBINATION. WINDOW SYSTEMS L 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CWS.CC 3500 ALUM. SINGLE HUNG NON -IMPACT C N U 5 ¢ U LL 2 LL ,n o o U o 0 o N O O a O O F 3 w w ¢ N o O j Zr ! No 58201 9: STATE OF z� 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 AIDE 03/16/09 VG 4. REV.: CWS-466 D 'ALE: SHEET 1:1 3 OF 11 DP CHART EQUAL SPLIT DESN PRESSU IG RES FOR EQUAL SPLD CONFIGURATION. -- - ____ B- GLASS AND _- PRESSURE - - --- LPARATIONS __ __ i - WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC Overall Flange Unit Overall Flange Width 24.750 26.750 28.750 32.750 37.0W 40.750 44.750 4&7W 53.125 57.250 Height Height Unit Width 23.W0 25.600 27.600 31.500 35.750 39.500 43.500 4300 61.875 56.000 GlassTyp eA +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 2&]W 2].500 - 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 +5p.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-711.0 3500 ALUM. 32.750 31500 Glass Type 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/-69.2 +50.0/-66.1 +50.0/-629 +50.0/-61.3 Glass T eB, C, D, E, F, G,H +50.0/-70.0 +50.0/4110 +50.0/-70.0 +50.0/-70.0 +500/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-69.9 SINGLE HUNG Glass Type +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 3fi750 35ZW Glass Type B, C, D, E, F, G, H +50.0/-70.0 +50.0/-70.0 +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/-69.4 +50.0/-63.3 NON -IMPACT Glass Type +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-6&1 +50.0/-59.8 +50.0/-54.1 +50.0/-50.2 +46.8/46.8 + 1.8/44.8 38.375 37.125 Glass Type B, C, D, E, F, G,H +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +%0/-70.0 +50.0/-70.0 +50.0/-70.0 1 +50.0/-70.0 +50.0/-70.0 +50.0/-67.0 +50.0/-61.1 ro '- a lli Glass Type +50.01-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/40.0 +50.0/-66.4 +50.0/-58.0 +50.0/-515 +47.3/-47.3 +429/42.9 +4 0.7/-40.7 W.750 39.500 Glass Type B, C, D, E, F, G,H 450.0(-70.0 +500/-70.0 t50.0/400 +50.0/-700 +50.0/-70.0 50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-63.8 +50.0/-58.1 N " N O a 43.500 Glass Type +50.0/-70.0 a50.0/-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/-39.9 +36.9/-36.9 y W m 44.7W Glass Type B, C, D, E, F, G,H +50.0/-70.0 +50.0/-70.0 t50.0/-70.0 +50.0/-70X +50.0/-70.0 50.0/-70.0 +50.0/-70.0 50.0/-66.5 +50.0/-59.4 +50.0/-54.0 Glass Type +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-63.2 +50.0/-56.0 +49.4/-49.4 +44.0/-44.0 +3&9/-38.9 +35.2/-35.2 48.750 47.500 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/-626 +50.0/-55.7 1 +50.0/-50.5 1 m = a m U C Glass Type +50.0/-70.0 +50.01-70.0 +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 50.625 49.375 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 1O tl U d LL Glass Type +50,0/-70.0 +50.0/-70.0 +50.0/-70.0 50.0/-70.0 +50.0/-61.5 +50.0/-55.2 +49.1/-49.1 +43.9/43.9 +39.0/-39.0 +35.1/-35.1 52.7W SiS00 Glass Type B, C, D, E, F, G,H +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +W.O/-70.0 +50.0/-0 70. +500/-70.0 +W.O/-67.1 +W.O/-59.4 +50.0/-527 +47.7/-47.7 N o Y o w N o O ¢ a Glass Type +50.0/-70.0 +50.0/-0 70. +50.0/-70.P 50.0/-67.4 +50.0/-5S6 +50.01-53.9 +48.41-48.4 M3.7/-43.7 +3&9/-3&9 +35.4/-35.4 W.7W 55.500 Glass Type B, C, D, E F; G,H +50.0/-70.0 +50.0/-70.0 +50.01-70.0 +50.0/-70.0 +50.0/-70.0 +500/-70.0 +50.0/-64.4 +50.0/-56.7 +50.0/-50.2 +45.3/-45.3 w ¢ 3 S w m w ¢ ¢ Glass T eA Type +50.0/-70.0 +5&0/-70.0 +50.0/-70.0 +50.0/-63.7 +50.0/-57.3 +50.0/-51.7 +47.5/-47.5 +42.8/-428 +38.7/-3&7 +35.3/-35.3 W.7W 59.W0 Glass Type B, C, D, E, F, G, H 50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +W.O/-]0.0 +W.O/-70.0 +50.0/-70.0 - ?50.0/-fi22 +50.0/-54.6 +48.1/-4&I +43.3/43.3 EL� � BE 0 Glass Type A +50.01-70.0 +50.0/-70.0 +50.0/-69.1 +50.0/-61.9 +50.0/-55.6 +50.0/-50.7 +46.4/-46.4 +4-42. 2.1/1 +38.4/3&4 a352/-35.2 - M." 61.750 GlassTypeB,C,D,E,F,G,H +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0/-70.0 +50.0 - .0 +50.0/-70.0 + +50 +4].1/-47.1 +42.3/-423 - 0 O m < O fi6JW 65SW i465/ � +l/i�� 50.0/-51.9 Glass Tp eB, C, D, E, F, G,H 50.0/-70.0 +50.0/-70.0 +_%0/-69.3 +W.01-67.7 +5.O/-52 0.0/-67.fi 5M +45.5/ 45.5 +40.8/-40.8 DRE �GpS:��G E Ne'.. 5P y- %'r1, 6]500 Glass Type +50.0/-E9.0 +M0/-66.4 +50.01-63.5 +50.0/-57.6 +50.0/-51.6 +47.6/-47.6 W3.5/-43.5 +40.2/40.2 +36.8/-36.8 +34.1/-34.1 6&]W Glass Type B, C, D, E, F, G, H +50.0/-70.0 +50.0/-67.7 +50.0/-65.9 +50.0/-63.9 +50.0/-63.6 +50.0/-63.6 +50,0/-58.9. +50.0/-5L2 +44.8/44.8 +40.1/-40.1 No 58201 ]27513 71.500 Glass TypeA +50.0/-64.0 +50.0/-61.8 +50.0/-59.9 +50.0/-54.6 +49.5/-49.5 +45.3/-45.3 a41.5/-41.5 +38.6/-3&6 +35.51-35.5 +32.8/-32.8 Glass Type B, C, D, E,gG,H +50.0/-64.2 +50.0/-61.8 +50.0/-59.9 +50.0/-57.5 +50.0/-56.7 +50:0/-56.7 +50.0/-56.7 +50.0/-50.0 +43.6/-43.6 +38.8/-38.8 'ro' 'ate '�L STATE OF a7� Glass TypeA +50.0/-60.2 +50.0/-57.7 +50.0/-55.8 50.0/-52.5 +47.6/-47.6 +43.5143.5 +40.1/-40.1 37.4/-37.4 +34.2/-34.2 +31.6/-31.6 76.000 ]4.7W 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/-520 +50.0/-51.9 +50.0/-51.9 492/49.2 427/427 a38.0/-38.0 Qom. A. 21/ lo. 4,1 40 R104 QN' 1% 80.7W 79.500 Glass Type A +50.01-55.1 +50.0/-52.6 +50.0/-50.7 +47.9/-47.9 +45A/-45.0 +4L2/-41.2 +38.1/-38.1 +35.5/-35.5 +321/-32.1 +30.11-30.1 Glass Type B, D, E, F, G,H Glass TypeAC +50.0/-51.4 +49.0/ 49.0 +47.1/�7.1 W4.2/-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 81.7W 83500 Glass Type B, C, CI, E, F, G,H 50.0/-51.4 +49.0/-49.0 +47.1/47.1 +44.2/-44.2 +42.4/-424 +41_7/41.7 +41.6/-41.6 +41_6/-41.6 +40.9/40.9 +36.1/-36.1 L Glass TypeA +4&2/48.2 +45.8/-45.8 +43.9/43.9 +41.1/-41.1 +39.2/-39.2 +38.1/-38.1 +35.2/-35.2 +32.1/-321 +29.5/-29.5 +27.6/-27.6 88.750 87.500 Glass Type B, C, D, E, F, G, H +4&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 +37.91-37.9. +37.9/-37.9 +35.5/35.5 2/23/2015 Glass Type A +45.7/-45.7 +43.4/-43.4 +41.5/41.5 +38.7/-3&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. W.250 91.000 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 +35.0/-35.0 +35.0/-35.0 +35.0/-35.0 FL PE#58201 1239 JABARA AVE. NORTH PORT. FL 34288 " PH. 941-380-1574 NOTES: 1. IF SIZE INTENDED IS NOT SHOWN. USE NEXT LARGER SIZE. 2. IF THRU FRAME ANCHORS ARE SUBSTITUTED WITH INSTALLATION CLIPS, DP IS LIMITED TO +30/-30 PSF AND UNIT WIDTH IS LIMITED TO 51.875". COMPARATIVE ANALYSIS - EQUAL SPLIT ADE 03/16/09 va#: REV.: CWS-466 D :ALE: SHEET 1:1 4 OF 11 28.750 27.600 1 12.000 32.750 31.500 12.000 36.750 35.500 12.062 38.375 37.125 lZ625 40.750 39,500 13.438 44.750 43.500 14.812 48.750 47.500 16.125 50.625 49.375 16.812 52,750 51.500 17.500 56.750 56.500 18.075 60.750 59.500 20.250 63.000 61.750 21.000 66.750 65.500 22.250 6&750 67.500 22.938 M750 71.500 24.313 76.000 74.750 25.438 80.750 79.500 27.000 84.750 83.500 28.375 88.750 87.500 29.750 92.250 91.0D0 30.938 _ DP CHART C: ORIEL DESIGN PRESSURES FOR ORIEL CONFIGURATION. L04RED BY GLASS AND TESTING DESIGN LPA RATIONS nvonll Flanva Width 24.750 1 26.750 1 28.750 1 32.750 1 37.000 1 40.750 1 44.750 Glass E Fined C, D, E, F, G,H Glass E Fixed C, O, E, F, G,H Glass E Fixed C, D, E, F, G,H Glass E Fixed A Sash, Glass E Fixed Type 8, C, D, E, F, G,H A Sash, Glass E Fixed Type B, C, D, E, F, G, H A Sash, Glass E Fixed Type B, C, D, E, F, G,H A Sash, Glass E Fixed A Sash, Glass E Fixed Type B, C, D, E, F, G, H A Sash, Glass E Fixed Type 8, C, D, E, F, G, H A Sash, Glass E Fixed Type B, C, D, E, F, G, H A Sash, Glass E Fixed Type B, C, D, E, F, G, H A Sash, Glass E Fixed Type B, C, D, E, F, G, H A Sash, Glass E Fixed Type B, C, D, E, F, G,H A Sash, Glass E Fixed Type 8, C, D, E, F, G, H A Sash, Glass E Fixed Type B, C, D, E, F, G, H A Sash, Glass E Fixed Type B, C, D, E, F, G, H A Sash, Glass E Fixed +50.0/-70.0 +50.0/ +50.0/-70.0 +50.0/ +50.0/-70.0 +50.0/ +50.0/-70.0 +s0.0/ +50.0 +50.0/-58.3 +50.0/-52.4 +4].9/ +50.0/-59.3 +50.0/-57.3 +50.0/ +50.0/-55.1 +50.0/-51.3 +47.2/ +50.0/-55.1 +50.01-53.0 +50.0/ +49.3/-49.3 +47.1/47.1 +45.5/ +49.3/-49A M7.1/-47.1 +45.5/ +46.7/46.7 +44.5/-44.5 +42.8/ +46.7/-46.7 +44.5/-44.5 +42.8/ +42.2/-42.2 +40.0/-40.0 +38.3/ +42.2/-42.2 +40.0/-40.0 +38.3/ +39.1/-39.1 +38.1/.38�+35.0/ 1 +377/ +39.1/-39.1 +38.1/-38 +35.0/-35.0 +35.0/-35+35.0/-35.0 +35.0/-35 +3 5.0 / - 35.01 +35.0 / -35.01 +35.0 / NOTES: 1. IF SIZE INTENDED IS NOT SHOWN, USE NEXT LARGER SIZE. 2. IF INSTALLATION CLIPS ARE USED AT SPACING SHOWN ON SHEET 9, DP IS LIMITED TO +30/-30 PSF. 47.600 1 51.875 44 +35.0/ +35.0/ +35.0/ +35.0/ +35.0/ 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CW S.CC 3500 ALUM. "SINGLE HUNG NON -IMPACT N N N 7 O C tJ N W tN- +49.1/-49.1 +35.0/-35.0 +47.7/-47.7 a ❑ $ w +35.3/-35.3 +45.31-45.3 w ¢ w w w ¢ ¢ +35.4/-35.4 rj 'J: No 58201 ."P ros ¢r S_? STATE OF : wa 2/2312015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: COMPARATIVE ANALYSIS - ORIEL DRAWN BY: DATE: ADE 03/16/09 DWG 4: REV.: CWS-466 D SCALE: SHEET 1:1 5 OF 11 SYSTEMS WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CWS.CC 9 fi7 4 3500 ALUM. SINGLE HUNG 1 NON -IMPACT 4 A33 6 15 3 1 10 n m N tB c+1 N Z� F 3 I I 56 60 0 0 4 0 0 0 'm w IIII �� I _ EXTERIOR m 1n m = m LL O Z NOTE: LEFT SIDE SHOWS FIXED SECTION VIEW, LL a J 4 RIGHT SIDE SHOWS SASH SECTION VIEW " ai. ❑ O cr 4 w a w w w ¢ EXTERIOR 5 ❑ fii eo D. O 6 7 m U m ¢ O 58 3 48 VP: '�i'1 t No 58201 1e sit, 101 fiz� 8 2/23/2015 LUCAS A. TURNER, P.E. 18 61 FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34268 56 PH. 941-380-1574 64 SHEET DESCRIPTION: ` 2 SECTION VIEWS - ALT, FIN FRAME ALTERNATE FIN FRAME DRAWN BY: DATE: AIDE 03/16/09 DWG N: REV.: CWS-466 D SCALE: SHEET NOTE: ITEMS 11, 14, 23, 26-32. 34, 35, 42, 43-46: 59, 63, 65, 66 ARE USED BUT NOT SHOWN FOR CLARITY. 12 6 OF 11 x 66 x LINE ITEMS NOT USED: 6,19,25,27,31,32,35,37-41,44,49-55,57 NOTE: ALL ALUMINUM EXTRUSION ARE 6063-T6 2 �^2 1/16 3/ 2 i �r1/1 fi' FLANGE HEAD S-1326 7 FLANGE SILL S-1182 2' 6' L FLANGE JAMB S-1077 �2 63 1 114' ANCHOR CLIP - 1197 PLAN VIEW FIN HEAD S-1330 FIN SILL S-1180 V16" 2 1/16• 8 SASH BOTTOM RAIL H-1181 F V16" 66 1 7/16• ANGE HEAD, ARCHTOP S-11 1-21g3lIV1116" 11/16"65 L FIN JAMB S-1500 FRAME CORNER CONSTRUCTION CONSTRUCTION r_'5/8" 3/4' L o -4-1/16' SCREEN ADAPTER S-1074 FIXED RAIL H-1563 II z 9 1/16" 1 3/16" PLAN VIEW OF ANCHOR CLIP �j SASH SIDE RAIL S-1073 L�--29/1fi' 516' ILL ANCHOR CLIP S-1465 1/16 7 r, 5�e• _ 1 V2' v1s• SASH TOP RAIL H-1072 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CWS.CC 3500 ALUM. SINGLE HUNG NON -IMPACT i No 58201 A 'PSTATE OF ��'�hS�OyNA� EgO�p 2/ 3 22015 LUCAS A. TURNER; P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT: FL 34288 PH. 941-380-1574 BOM AND EXTRUSIONS ADE 1 03/16/09 CWS-466 I D 1:2 1 7 OF 11OF 11 fi' MAX. (TYP)A%. O.C. (TYP.) 6' MAX. (TYP.) MAX. O.C. (TYP.) 6' MAX. ffl6* MAX. O.C. 8' MAX. 6- MAX. (TYP.) 8" MAX. AN B' MAX. 6 MA%" SEE NOTE 2 SEE NOTE 2 TVP) SEE NOTE2 _ IL if I 6- MAX. (TYP) 3. T1 8-MAX. 00 18- MAX. O.C. (TYR) IT MAX. O.C. (fYR) Q L Q Q I INSTALLATION I INSTALLATION ANCHORS (TYP) ANCHORS, THRU 4' FRAME AT JAMES3. 1 (SEE NOTE 2. SHT 6) INSTALLATION ANCHORS,THRU CLIPS AT ALL X X SIDES X I SEE NOTE 2 I 4 INSTALLATION ANCHORS THRU CLIPS AT SILL ANCHOR LAYOUT - IFLANGE) FOR DP CHART A ANCHOR LAYOUT - (FLANGE) FOR DP CHART B THRU FRAME Ofl CLIP (MFEONBYOR W0000PENING) THRU FRAME OR N IMPBONRYOB W OOD OPENING] BY GLASS AND TESTED PRE56URE LMITATIONS, SEE SHEET 5 DP LIMBED BY ANCHOR CLIPS. SEE SHEET 6 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ J — — — _ _ — — _ — — — _ _ — — _ _ — — _ _ — — _ — — Y -------------------- NOTES: 4- MAX. ) I 1. INSTALL ONE ANCHOR AT EACH LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 4' MAX 2. SHIM AS REO'D AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 114". USE 16' M SHIMS WHERE SPACE GREATER THAN 1/16" IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR (Ty 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 ACCORDANCE 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. 3. 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 -1X BUCKS ARE OPTIONAL. INSTALLATI HORS 7. A MINIMUM 3' CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL MASONRY FASTENERS. A MINIMUM 1' ANCHORS 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), FMAAVDMA 250(BOX WINDOWS), FMA/AAMAANDMA 300(EXTERIOR DOORS). T�V+�P+ (J� � ifi' MAX. O.C. (fVP.) Ax. O.C. PL Q L. ON (TYP) X 4 ANCHOR LAYOUT - (FIN) FOR DP CHART A THRU NAILWG FIN IWOOOOPENING) DP LIMITED BY GLASS AND TESTED PRESSURE LIMITATIONS. SEE SHEET 5 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CWS.CC 3500 ALUM. SINGLE HUNG NON -IMPACT No 58201 STATE OF lz LUCAS A. TURNER, P.E. FL PE A 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 ANCHOR SCHEDULE AND NOTES - EQUAL SPLIT AIDE 1 03/16/09 CW�D ALL: SHEET 1 :25 8 OF 11 ANCHOR LAYOUT - (FIN) FOR DP CHART A THRU NAILWG FIN IWOOOOPENING) DP LIMITED BY GLASS AND TESTED PRESSURE LIMITATIONS. SEE SHEET 5 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CWS.CC 3500 ALUM. SINGLE HUNG NON -IMPACT No 58201 STATE OF lz LUCAS A. TURNER, P.E. FL PE A 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 ANCHOR SCHEDULE AND NOTES - EQUAL SPLIT AIDE 1 03/16/09 CW�D ALL: SHEET 1 :25 8 OF 11 18' MAX. O.C. (TYP.) SEE NOTE 2 6' MAX (TYP.) 8' MA%.11 , 1 1 5111Li/i' 18' MAX. O.C. (TYP.) THRU FRAME, — 12' MAX. O.C. (TYP.) W/CLIPS NOTE: WHEN INSTALLING FLANGE UNITS WITH ANCHOR CLIPS AS SHOV ON SHEET 10, DESIGN PRESSURE IS LIMITED TO 30 PER X. mp.) F /N O 4' 4" 1 � X 4 INSTALLATION ANCHORS (TYP.) 1 1 1 1 1 ANCHOR LAYOUT- (FLANGEI FOR DP CHART C ANCHOR LAYOUT - (FINI FOR DP CHART C THRG FRAN.ECR CLIP (VASONRY OR W GOOOPENING) GP UNITED BY GLASS. SEE SHEET 7 THRU NAILING FIN (WOOL OPENING), SEE SFEEI7 NOTES: 1. INSTALL ONE ANCHOR AT EACH LOCATION. SILL ANCHOR SPA - 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 ACCORDANCE 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 -1X 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), FMANVDMA 250(BOX WINDOWS), FMA/AAMAANDMA 300(E)CTERIOR DOORS). 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CW S.CC 3500 ALUM. SINGLE HUNG NON -IMPACT J: No 511201 1 i1 =-oi i¢e ^9? STATE OF :4UZ A : 2�� .<ORtQxe, 'rSs'ONA G�. z� 2/23/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: ANCHOR SCHEDULE AND NOTES - ORIEL DRAWN BY: DATE: AIDE 03/16/09 DWO4: REV.: CWS-466 D scALE: SHEET 1:25 9 OF 11 gSEUEBS�TpRgA�T�E BY OTHEI PERIMETERISEALANT BY INSTALLER INSIDE AND OUT SEALANT BEHIND FLAI BYINSTALLER SEALANT BEHIND FLANGE BYINSTALLER PERIMETER SEALANT — BYINSTALLER INSIDE AND OUT SUBSTRATE BY OTHERS SEE TABLE 1 TYPICAL HEAD CLIP ANCHORAGE MIN. EMBED] SEE TAELE 1 �114" MAX SHIM ANCHOR CLIP INSTALLATION ANCHOR SEE TABLE 1 BY OTHERS INSTALLATION ANCHOR SEE TABLE 1 i—ANCHOR CLIP MIN. SEE r�A 1 VERTICAL SECTION 10 TYPICAL SILL CLIP ANCHORAGE 1 - —MIN. EDGE DIST. SEE TABLET MIN. EMBEDMENT SEE TABLE 1 1/4" MAX. SHIM — ANCHOR CLIP — INSTALLATION ANCHOR — SEE TABLE i SEALANT BEHIND FLANGE BYINSTALLER PERIMETER SEALANT BY I INSIDE AND OUT SUBSTRATE BY OTHERS - 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.) 3116" 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) 3116" ELCO ULTRACON 1-1/4" 2-1/2" FLANGE 2x MIN. SPRUCE -PINE -FIR WOOD (G=0.42 MIN.) m6' TRV TAPCON OR ELCO ULTRACON 1 3/8" 7/8" FLANGE 2x MIN. SPRUCE -PINE -FIR WOOD (G=0.42 MIN.) #10 WOOD SCREW 1-3/8" 7/8" FLANGE 16 GAUGE (0.060") MIN. STEEL STUD (33 SI #10-16 HILT] KW IK-FLEXOR W TEKS SELF -DRILLING ITW FULL THREAD THRU 0.060' 1/2 FLANGE I ALUM. 6063-T5 MIN.) OR 1/8- STEEL (33 K #10 GRADE 5 SELF -TRAPPING / DRILLING SCREW FULL THREAD THRU 0.125" 1/2 FIN 2x MIN. SPRUCE -PINE -FIR WOOD (G=0.42 MIN.) 1#8 WOOD SCREW 1-1/2" 7/16" SEALANT BEHIND BY INSTALLER 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CW&CC MIN. EDGE DIST. SEE TABLES 3500 ALUM. SINGLE HUNG NON -IMPACT HORIZONTAL SECTION 10 TYPICAL JAMB CLIP ANCHORAGE INSTALLATION ANCHOR SEE TABLE 1 ANCHOR CLIP =1/4" MAX. SHIM No 58201 STATE OF BY INSTALLERDMENT PERIMETER SEALANTWMIKEDGEDIST. H f INSIDE AND OUTET 2/23/2015 - A. TURNER, P.E. FL PE # 58201 SUBSTRATE BY OTHERSLUCAS SEE TABLE 1 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: SEE TABLE I INSTALLATION DETAIL- C HORIZONTAL SECTION CLIPS 10 ALTERNATE SILL CLIP ANCHORAGE DRAWN BY: DATE: AIDE 03/16/09 DWG#: REV.: NOTE: CWS-466 D 1. WHEN INSTALLING FLANGE UNITS WITH ANCHOR CLIPS AS SHOWN ON THIS SHEET. DESIGN PRESSURE IS LIMITED TO+/-30 PSF. SCALE: 1:2 SHEET 10 OF 11 MIN. EDGE DIST. SEE TABLE 1, SHT 10 SUBSTRATE BY OTHERS SEE TABLE 1, SHT 10 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BYINSTALLER 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 MIN. EDGE DIST. SEE TABLE 1, SHT 10 TYPICAL HEAD ANCHORAGE MIN. EMBEDMENT SEE TABLE 1, SHT 10 114' MAX. SHIM 1/4' MAX. SHIM MIN. EMBEDMENT SEE TABLE 1, SHT 10 p VERTICALSECTION 11 TYPICAL SILLANCHORAGE MIN. EMBEDMENT SEE TABLE 1, SHT 10 1/4" MAX. SHIM — SEE TABLE, SHT 10 e SEALANT BEHIND FLANG BYINSTALLER PERIMETER SEALANT BY INSIDE AND OUT SUBSTRATE BY OTHERS SEE TABLE 1, SHT 10 SEALANT BEHIND FIN BYINSTALLER PERIMETER SEALANT BY INSIDE AND OUT E HORIZONTAL SECTION 11 TYPICAL JAMB ANCHORAGE F VERTICALSECTION 11 ALTERNATE FIN ANCHORAGE TYP. FOR HEAD, SILL AND JAMES MIN. EDGE DIST. SEE TABLE 1, SHT 10 1/4' MAX. SHIM —MIN. EDGE DIST. SEE TABLE 1, SHT 10 SUBSTRATE BY OTHERS SEE TABLE 1, SHT 10 MIN. EMBEDMENT SEE TABLE 1, SHT 10 1900 SW 44TH AVE. OCALA, FLORIDA 34474 www.cws.cc 3500 ALUM. SINGLE HUNG NON -IMPACT I2 (' N 7 a Cl 1 16 f' F Y W m m o � m z Z O i LL CD U ? 7 N O N /zl W 'J: No 58201 :P0 lT: STATE OF : w� NX ONA -EN,J� zz 2/23/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 IEEE DESCRIPTION: INSTALLATION DETAIL LAWN BY: DATE: ADE 03/16/09 VG#: REV.: CWS-466 D 'ALE: SHEET 1:2 11 OF 11