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HomeMy WebLinkAboutProduct Approval-Windows, single hung Florida Building Code Online Page 1 of 3 r t cn P Brat�9 Y7 a *." nrrYp�[7 frat ,:ara,FLITZLIEStiT011iiry BCIS Home I Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications . FBC Staff BCIS Site Map Links Search dFloridao `, Product Approval @ c:USER:Public User Product Approval Mersa>Product or Application Search>Application list>Application Detail pa's}td sr '; FL# FL5823-R8 Application Type Revision Code Version 2017 Application Status Approved • Comments Archived Product Manufacturer Custom Window Systems Inc. , Address/Phone/Email 1900 SW 44th Avenue ra" Ocala,FL 34474 (352)368-6922 Ext 245 kpine@cws.cc Authorized Signature Ke in Pine kpine@cws.cc Technical Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave Ocala,FL 34474 (352)368-6922 Ext 291 jlathrop@cws.cc Quality Assurance Representative Arturo Monteverde Address/Phone/Email 1900 SW 44th Ave Ocala,FL 34474 (352)368-6922 Ext 221 amonteverde@cws.cc Category Windows Subcategory Single Hun. Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer L.1 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 FL5823 R8 COI EvalReport155D.odf Referenced Standard and Year(of Standard) Standard Year AAMA/W DMA/CSA/101/I.S.2/A440-05 2005 I ASTM E1886-02 2002 ASTM E1886-05 2005 ASTM E1996-02 2002 , ASTM E1996-05 2005 PA/TAS 201/202/203 1994 ` I https://www.floridabuild ing.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvMdF6zR4iF1... 1/12/20 1j8 Jr Florida Building Code Online Page 2 of 3 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D ' I Date Submitted 09/28/2017 Date Validated 09/29/2017 Date Pending FBC Approval 10/02/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 5823.1 • 8100 Vinyl Single Hung 8100 Vinyl Single Hung(Impact) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL5823 R8 II CWS-155D.0df 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,see installation dwgs.for Max.size FL5823 R8 AE EveIReport155D.pdf and DP.Outer lite in I.G.must be safety glazed when used Created by Independent Third Party:Yes above 30 ft.in HVHZ.Glass complies to ASTM E1300-04. 5823.2 SH-8100 Cont.Hd.&Sill SH-8100 Cont.Hd.&Sill(double Single Hung),Impact,74 1/8"x 63". Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL5823 RE II CWS-440C.Ddf 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:Max.unit size 72-7/8"x 61-3/4".Outer lite in I.G. FL5823 R8 AE EvalReport440C,pdf must be safety glazed when used above 30 ft.in HVHZ. Created by Independent Third Party:Yes Glass complies to ASTM E1300-04. 5823.3 SH-8100 Cont.Hd.&Sill SH-8100 Cont.Hd.&Sill(double SIngle Hung),Impact,74 1/8"x 72". Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL5823.R8 II CWS-491C,pdf 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" FL5823 RE AE EvalReport491.C.pdf x 72".Outer lite in I.G.must be safety glazed when used Created by Independent Third Party:Yes above 30 ft.in HVHZ.Gla s c. f' s t ' W E1300-04. T 5823.4 SH-8100 Vinyl Single Hung Oriel SH-8100 Vinyl Single Hung Oriel Window w.HD FMR,5 HI sash. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL5823 R8 II CWS-295E.PDF 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:Large Missile,52"x 96"w/5 HI sash,+/-70 psf. FL5823 R8 AE EvalReport295E.Ddf FLANGE ONLY.Outer lite in I.G.must be safety glazed when Created by Independent Third Party:Yes used above 30 ft.in HVHZ.Glass complies to ASTM E1300- 04. Contact Us::7601 Stair Stone Road.Tallahassee FL la 9s Phone:550-487-1824 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 mall to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.417.1395."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 en 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: https://www.tloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvMdF6zR4iH... 1/12/20 1 8 Florida BuildingCode Online Page 3 of 3 Credit Card Safe https://www.floridabui ld ing.org/pr/pr_app_dtl.aspx?param=wG EVXQwtDgvMdF6zR4iH... 1/12/20118 • . T TASTE D 1239 Jabara Ave. ✓ L) �j 1 I' North Port, FL 34288 • ENGINEERING & Ph. 941-380-1574 CONSULTING, INC. FBPE C.O.A. #29779 Evaluation Report 295E September 7, 20175 Product Description: Series 8100 PVC Single Hung,Large Missile Impact, 52"x 96"unit size Oriel configuration at+/-70 PSF 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 61G20-3.005 (4). This product complies with the requirements of the 6th ,j Edition(2017) 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-295E, signed and sealed by Lucas A. Turner, P.E. 3) Test Reports NCTL-210-3946-05 and-5A, by National Certified Testing Laboratories, Orlando, FL,TAS testing signed and sealed by Gerard J. Ferrara,with testing performed: TAS 201/202/203-94, ASTM E 1886-05,ASTM E 1996-05/09, and AAMA/WDMAICSA 10 l/I.S.2/A440-08 4) Supplemental Calculations to support CWS-295E, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS-295E. Limitations of Use: This product: • May be used in O/X Oriel configuration in sizes up to 52"x 96" unit size at+/-70 PSF,with max. glass DLO heights as shown in CWS-295E i o Is impact resistant and does not require the use of shutters e May be used in the High Velocity Hurricane Zone ® Requires 7/8"Insulating Glass consisting of, in the Fixed Lite: 3/16 Ann. or Temp. outboard (Tempered required above 30 ft in HVHZ) —Air—7/16 Laminated(3/16An n-.090SGP- 3/l6Ann). In the Sash: 1/8 Ann. or Temp. outboard lite(Tempered required above 30 ft in HVHZ) —Air—5/16 Laminated(1/8Ann-.090PVB-1/8Ann) • Requires in Sash Kuraray(Dupont)PVB Interlayer per Miami-Dade N.O.A. 16-1117.021 • Requires in Fixed Kuraray(Dupont)SenttyGlas Interlayer per Miami-Dade N.O.A. 14-0916.11t • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A. 17-0206.101 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 6th Ed. (2017)Florida Building Code for use in this pr�du t. er i Ica ion o nc epent ence: o no ave, norod rnfen: to acquire, nor wi acquire. a inancia interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. 1 do not have,nor do I intend to acquire, nor will 1 acquire, a financial interest in any other entity involved in the testing or approval process of this product. „NO, ` �lt,D P 1+�:" Irk r ti 58201 ';,%\ S 9/07/2017 W • * Lucas A. Turner, P.E. • �'o=• FL PE #58201 y�y• STATE OF )��t4 .111,1111t0'A 4%00. GENERAL NOTES: (/(�,///,��L//]) , SINGLE HUNG ORIEL - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED yyINDDWSYST"EMS[,I� TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AND 1900 SW 44TH AVE. IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCALA,FLORIDA 34474 IN ASTM 5 1996 PER THE FBC. WWW.CWS.CC 531/4 2.GLAZING OPTIONS: SHEET MAX OVERALL (SEE2) F TH 8100 PVC --- -52"MAX.UNIT WIDTH- -- 3.CONFIGURATIONS:"O!X". SINGLE HUNG 47 13/16"GLASS DLO j _4.DESIGN PRESSURE RATING: IMPACT -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND A I GLASS TABLES ASTM E-1300-04e01/09. -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER ¢ z ¢Z A -- INFILTRATION TEST PRESSURE AND GLASS TABLES _I_ ASTM E-1300-04e01/09. z w_i O --1-,,u1 0 I ui I I I 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED 0 ¢O)3}O c m IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR z z=M a it w O O • DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD 0 O I-O,3¢=F fx 971/4" B B ANCHOR CALCULATIONS. 0 O 0)i-z 0-E co O MAX. Z OW --DO-- OVERALL zF-O-- OVERALL I 6.PRODUCT APPROVED FOR IMPACT RESISTANCE.THE IMPACT < i 1.---,_200u__,Z O'n z O w U FLANGE I 1 i SWEEP LOCKS ARE INTENDED TO BE LEFT UNLATCHED DURING ¢ O w 0F.0 z HEIGHT O 61 1/16" NORMAL OPERATION OF THIS PRODUCT,BUT MUST BE ENGAGED • < }0 O g 96' GLASS PRIOR TO EXPOSURE TO HURRICANE WINDS AND FLYING DEBRIS. Z a w Own w MAX. 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT 0_ w F.0 aa.02 Y UNIT USED AT FIXED MEETING RAIL AND JAMB. w _ tr w �rn HES IGH7/ I I I O- 1- 0- 0 u. // I I I 8,SERIES!MODEL DESIGNATION SH-8100. ��d�apOREK1`���p 9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: 4,-...... ;ORE T�'Q:�i IIL X=OPERABLE SASH,0=FIXED SASH V " F`:*1.• :�_' No 58201 �\1l 1 I T 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR L'*: * * I I I I B 1 LOCATION. :v• : I Q �: STATE of �:VLV 11.EXTERNAL WEEP SLOT=1/4"x 1-1/4"LOCATED 4"FROM BOTH ENDS. 30 MAX.t6" C--- 26 7/8" i-..'s 4`-•,1 9 R 1�+�,p'�,"•.` X 6 GLASS ..'iS6,O ,Ny4.. SASH HEIGHT DLO '„i NAL..... I 1 I t I 1 ( ° c -...--A j 9/25/2017 45 114• GLASS DLO LUCAS A.TURNER,P.E. 48 9l16" - FL PE!r:58201 ' MAX.SASH WIDTH.----... 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: GENERAL NOTES AND ELEVATIONS TABLE OF CONTENTS 'DRAWN BY: DATE: —---' GENERAL NOTES 8 ELEVATIONS 1 DESIGN PRESSURE ADE 09/12/08 GLAZING DETAIL 2 MAX. UNIT SIZE IMPACT RATING SECTION VIEWS 3 RATING DwG#: REV, EXTRUSIONS 8 B.O.M 4 ANCHOR SCHEDULE&NOTES 5 52"x 96" +/-70 PSF LARGE MISSILE IMPACT SCALE: CA E: E INSTALLATION DETAILS 6 - SHEET 1.20 1 OF 6 .______..__...............___ ----------------- —_. __ __ _ =,=._ D.,,,,e,, a. WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA,FLORIDA 34474 WWW.CWS.CC 8100 PVC SINGLE HUNG IMPACT Ts' z Qzg 1 p owO ¢ o wo z wJO w zoz_ O=�zF- LI O F w--z 0 _ z z=Maccwop 7/8°OVERALL 7/8"OVERALL Ov Ov co I-z 0-i_u,a I S)? -. r- 3/16"ANNEALED OR TEMPERED — - 1 118"ANNEALED OR TEMPERED Q 0 Z o uj z n O U L 1/4"AIRSPACE - - 7/16"AIRSPACE } Q p w O O=O -� 7/16"LAMINATED ! 5/16'LAMINATED F 0 0 De r>-O p 2 E z(w�0�V/1- -- 3/16"ANNEALED -.- 1/8"ANNEALED a =0- p In _ O wi-'O D.i .090"SENTRY GLASS IONOPLAST INTERLAYER I .090"DUPONT PVB INTERLAYER a H D. CC d 3/16"ANNEALED -+j 1/8"ANNEALED DUANEX DURASEAL a QUANEX DURASEAL ���,,,14,0 RE ,,,i+ 1 IG SPACER �IG SPACER `•sy;'CEt� 4p',.. 111 SIKAFLEX 552 OR C,,���.. ,Q�✓'� I PURFECT GLAZE"H" SIKAFLEX 552 OR .• No 59201 \ PURFECT GLAZE"H" ■ l A R4 s.- f f ,.,.,../,„. 'T; STATE OF ,��'7� ® 1l2"GLASS BITE. c-- IL 4 - �, '� 1/Z°GLASS BITE 0°, Q✓� G • . `.. 0 3 •� +f frONAV-00. 11.1 zz SASH LITE 9/25/2017 FIXED LITE LUCAS A.TURNER,P.E. 1 FL PE#58201 1 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: GLAZING DETAILS DRAWN BY: DATE ADE 09/12/08 DWG It: REV.: h SETTING BLOCKS PER FBC 2411.3.3.11 CWS-295 E ' SCALE: SHEET 1:1 2OF6 INTERIOR WINDOW SYSTEMS � I 1900 SW 44TH AVE. OCALA,FLORIDA 34474 A5 32 44053 1 (3. 13®3?�94 CD WWW.CWS.CC W. �� 8100 Pvc T r - -- 1 0 I1i' :It. ®% h I10)l •'� -® SINGLE HUNG *ij �! _ � �-� �� IMPACT X45 M. 1 ill, lila" ormalmi INC [Iiiiii0 f- Wib _�� �. _ o C4 1t2 L o 33 3 15 64� 1 65 66 63 19 4 O 01-0 •Q W 0 0 SECTION S-B v 0(J) z D FCO d ry O z�� Z-may NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW, < 1-Z O g z 00 W z RIGHT SIDE SHOWS SASH SECTION VIEW. >- a 0 tL O F O z m o Z0 COi0WCDw a r o WFO aILY., _ .Lak. Pj_ F ffi 1612 0_111> - ,� +� 2Y 2s , 11 — pttuvrrr+ ��`� OR8 +r++ pr- L �_ —34 INTERIOR ,`��y p.N pj� TQ�"' 111-- 0 Sv. No 58241 '�p� IS .O. STATE OF :`W` 0 iiiiri i I------• 1.4 m 10 I!_ �g i1 I( • --73 _El q r l` 9/25/2017 k�, _ :i! !► i--© LUCAS A.TURNER,P.E. © � �I 77gFL PE#58201 1239 ABARAAVE. 30 p 0�=1 ,.r-�:7 NORTH PORT,FL 34288 (� ir 1� PH.941-380-1574 I 0 e I SHEET DESCRIPTION: SECTION A-A SECTION C-C SECTION VIEWS ALTERNATE IMPACT HOOK _ DRAWN BY: DATE __ : ADE 09/12/08 • DWG 9: REV: NOTE: ITEMS NOT SHOWN FOR CLARITY: CWS-295 E 20,25-26,31,36-37,44,51-52,55-56,64,67-68 SCALE: SHEET 1:2 l 3OF6 PARTS LIST - - FRAME-CORNER -- - Item Part# Description Vendor Material I CONSTRUCTION �OF � 1 H-6031 Main Fr.,SH,w/Flg.,PVC,Head Mikron Vinyl / 1 151g"__ p 3/16"--1WINDOW SYSTEPIS r,t 2 H-6031 Main Fr.,SH,w/Flg.,PVC,Sill Mikron Vinyl 1 Q 3 H-6031 Main Fr.,SH,w/Flg.,PVC,L.Jb. Mikron Vinyl I © 7- 1900 SW 44TH AVE. I ----1-0 OCALA,FLORIDA 34474 4 H-6031 Main Fr.,SH,wlFlg.,PVC,R.Jb. Mikron Vinyl © IQ 10 WWW.CWS.CC 5 H-1681 Heavy Duty,Meet.Rail,Fxd.Aluminum Keymark Alum 211/16 rr:I 0 1 5/8" r--, 1 5/8" 6 S-1577 Impact Hook Keymark Alum -_-��a�l� -1/16- I _,11__.1/16"8 H-6027 Sash Meet.Rail,PVC Mikron Vinyl �O + II $100 PVC 9 H-1497 Reinf.Sash Meet.Rail Keymark Alum DJ CORNER WELD 10 H-6028 Sash Bottom Rail,PVC Mikron Vinyl L�' PVC SASH BTM.RAIL PVC SASH MTG.RAIL (ALL SI1:8 ES) SINGLE HUNG 12 H-6004 Sash Side/Top/Bot.Rail Mikron Vinyl PVC FRAME FLANGE H-6051 H-6027 IMPACT 13 S-1498 Reinf.S.B.R./S.S.R H-6031 14 S-6064 Glz.Bd.,7/8",Fxd.,Horiz. Mikron Vinyl _ " -' 15 S-6064 Glz.Bd.,7/8",Fxd.,Vert. Mikron Vinyl 1 3116" Q w O U1 wO o16 S-6064 Glz.Bd.,7/8",Sash,Horiz. Mikron Vinyl 1 118' I © 314 104P1 Iz w o ¢Fzw5116" I 1 w z O z CL-0 • 17 S-6064 Glz.Bd.,7/8",Sash,Vert. Mikron Vinyl i �` Q l�f. o Q Cl)5>-0� m 18 S-6013 Scm.Adapt.,w/Nib,PVC,Horiz. Mikron Vinyl �� 19 1 5/6^ 15/16" 1L 1-w z 1- 2 2 P Y I -1/16" Z z=g¢Cewp0 19 S-6014 Scm.Adapt.,PVC,Vert. Mikron Vinyl 7— _..1116' 1_/�� O 0-0 ¢_ i 1116" U U i-0 D- 20 S-6029 Sash Stop/Filler,PVC,Vert. Mikron Vinyl t} �� FIXED MEETING RAIL 0 z-v)-Zi-Do i- a 23 H-1699 Reinforcement,SBR Keymark Alum PVC SCREEN SUPPORT SCREWED TOGETHER WITH z 0 CO 0-co' U 24 P-2190 Balance BSI S-6014 REINF.SBR OUTERFRAME ¢ I--11. 0°w Z 25 P-3059 Sash Cam,PVC BSI Plastic PVC SASH H-6004 IDE RAIL H-1699 1:8 tt ¢Q3Q O w F F O 26 P-3046 Take Out ClipBSI SS I¢-' O 0 }j O g w u- W v1 0_i CUiI l- 27 P-3783 Lock.Impact,PVC Interlock r 3 1/8" ix z_w ca 28 P-4069 Keeper,Impact,PVC Interlock Zamac } 1/;^ 0 w t=-O u1._ 30 P-3215 Weep Cover w!Flap Gaer Plastic 5/8" 1 v6" 1 3 8'--{ I 0 a. t- w c S a 31 S-6077 HD Fixed Meeting Rail Cover Mikron Vinyl -'Z 1/2 C I 1/8_." IN cic 32 P-3429 Wstp.,0.270 x.187 back FinSeal,Gray Ultrafab 1" ^h 13116" ,�•y ,„-----„, „ 33 P-3429 Wstp.,0.270 x.167 back FinSeal,Gray Ultrafab I --1116" j--' v - AGEN s'. 4�%. 34 P-3429 Wstp.,0.270 x.187 back FinSeal,Gray Ultrafab 1116" 1/16" .U° fi' 11. 35 P-3429 Wstp.,0.270 x.187 back FinSeal,Gray Ultrafab - REINF.SASH MTG.RAIL PVC SCREEN CATCH PVC SASH STOP `�; Ne 58201 :�� 36 P-3429 Wstp„0.270 x.187 back FinSeal,Gray Ultrafab H-1497 S-6013 S-6029 HD MTG RAIL =*• * 37 P-1638 #8 x 2-1/2 PH Mod.Truss,Type A,TEK 2 Fastenal Steel H-1681 p; o 23/16' '9'. STATE OF ,:Oz." 38 P-3768 #8 x 0.625 Ph PH SMS Hub City Steel 3/4" 1 3/4"--1 '�OT'•.�� P:���` 39 P-4051 W #8 x 1.250 Ph FH 15K,Whl, Hub City Steel 3/16 1/4r._ I5*..1 Q A! ,y,-....0.:,..,e..7 4.` 40 P-4264W #8 x 3/4 FH PH w/#6 Head,TEK,Wht. Hub City ' Steel 1C 13 } 14 — -.-.0 -31 zi4�srOf fA`����,� 44 P-3342 Seam Sealer,SM-5504 Schnee 7/8" f ® 1 5/16 45 P-3752 Cap Plug,1/2"Hole - M&M Nylon �' 1/16" j_ 1/16" 47 P-3438 Sikaflex 552 or Purfect Glaze"H" Sika/Henkel REINF.SBR/SSR �— -' 48 P-3352 Set.Blk.,85 Dur.,1/8"x 518"x 2"Lg. F.Lowe Rubber S-1498 PVC GLAZING BEAD Zx 51 P-3881 Temporary Lbl.(NERC/DP) S-6064 PVC MTG RAIL COVER 52 P-3613 CWS Lbl.(logo) Pro Label S-6077 9/25/2017 53 Sash See Glazing Chart(pg.3) 54 Fixed See Glazing Chart(pg.3) LUCAS A.TURNER,P.E. 56 P-3281 Spacer Duraseal 0 3/16" �I jO FL PE#58201 62 P-3218 Screen Frame,Horiz. Allnletal Alum 1239 JABARA AVE. 63 P-3218 Screen Frame,Vert. Allmetal Alum NORTH PORT,FL 34288 64 P-3321 Screen Frame Corner Key Allmetal Plastic PH.941-380-1574 65 . P-3581 Screen Cloth,18 x 16 Fiberglass Bettervue Fiberglass 1 5/16" 1/2" SHEET DESCRIPTION: 66 P-3228 Screen Spline,.155 Dia.,Blk. Dapa Vinyl 5' .- 3116'11 3 67 P-3029 Screen Pull Tab Summit Alum 7/8. © O I I 70 BOM AND EXTRUSIONS 68 P-3033 Screen Spring,SS Fl.Screen SS _i 1116" r , DRAWN BY: DATET---- 70 P-3113 Screw Support for PVC T.Plastics Nylon IMPACT HOOK SCREW SUPPORT ADE 09/12/08 71 P-3118 Keeper,Sweep Lock Sullivan Steel P-3113 72 P-3541 #8 x 1/2",Pan Head,TEK Fastenal Znc S-1577 DWG It: REV: 73 P-4632 Sweep Lock Sullivan Zinc CWS-295 E 74 P.4633 Barrel Fastener Fastenal Steel LINE ITEMS NOT USED: SCALE: SHEET 7,11.21-22,29,41-43,49-50,55,57-61,69 NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. 1:2 40F6 CEgINTEIN II WINDOW SYSTEMS• 1900 SW 44TH AVE. 6"MAX.(TYP.) { — (TYP.) WWW.12"MAX.O.C. WWW. FLORIDA 34474 CVJS.CC 6"MAX.(TYP.) -_ I 1 1 1 1 8100 PVC ._. '_ SINGLE HUNG IMPACT -SEE NOTE X\ Q Z ¢Z� ZwawMAX.O.C. 0 l-p (TYP.) --.--INSTALLATION W Z 0 ZD_LZI_ • 0 ANCHOR(TYP.) 0 5 �� FWZ = 0 UcnI-Za F_(nd o zo_� Z?u:n , - Q 2e ~U~Zlri ANCHOR ATMTG I ' I- O��aio��w RAIL CENTERLINE • L_ W O W I— (TYP.) a -20- CLO—u1 X Cr _~X w=xca a. 4"(TYP.) D F- 0- CG I - 1 1 I I 1 _ N� 59201 : 1 r.* ":*= ANCHOR LAYOUT-(FLANGE) _ - - ^�:" STATE OF LLUZ • 1• C1` •( RO 1 " .0• NOTES: - ,.......NAu S t'% 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. 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. /7'2- 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. 9/25/2017 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. BE PROTECTED TO PREVENT REACTION. FL PE#58201 - -1239 JABARA AVE. 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 6. 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. SHEET DESCRIPTION: INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. ANCHOR SCHEDULE AND 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: _....J 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 09/12/08 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE1,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWG#. REV.: CWS-295 E 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: FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMANVDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) SHEET 1:25 5OF6 • • - - -- - - - - - - ---- ---- - ---- -- ------ -- ------- ---- ----- • TYPICAL HEAD ANCHORAGEY'�-Y" _ � � MIN.EMBEDMENT WINDOW SYSTEMS[.I -t—MIN.EDGE DIST. SEE TABLE 1 SUBSTRATE BY OTHERS 1900 SW 44TH AVE. / SEE TABLE I 1/4"MAX.SHIM SEE TABLE 1 OCALA,FLORIDA 34474 A SUBSTRATE BY OTHERS W WW.CWS.CC SEE TABLE 1 -\�'�I I MIN.EMBEDMENT PERIMETER SEALANT SEE TABLE 1 MW EDGE DIST. $"�OO PVC BY INSTALLER r I- SEE TABLE 1 INSIDE AND OUT 1 ---— --- .. - -_.-..._...._1. ■ G!p !r INSTALLATION ANCHOR �';r, SINGLE HUNG SEALANT BEHIND i.G.di SEE TABLE 1 FLANGE BY INSTALLER --1/4"MAX SHIM �r "i, r IMPACT Ua R. zWO QH0Ij I*i— Z zoz CC I=7 --PERIMETER SEALANT LT- 1--u4--"Zi-Qco� g I z Z=gQ�W O O BY INSTALLER 0 O O INSTALLATION ANCHOR INSIDE AND OUT U Q=F SEE TABLE 1 SEALANT BEHIND O z -Z h D L/7 FLANGE BY INSTALLER Z _020-0,n O- OB HORIZONTAL SECTION W 2 O F F-1"'Z ui I 6 TYPICAL JAMB ANCHORAGE W 0 0 >-D w_w u.(OW OJInF- ��—�, a0- WHO CC, 1/4"MAX.SHIM a F d W SEALANT BEHIND -1..Ti FLANGE BY INSTALLER 17= , a+��Pp10(l ' rr��i It •G , PERIMETER SEALANT MIN.EMBEDMENT J f '?� BY INSTALLER ,.i� No 59201 S p INSIDE AND OUT / SEF_TABLE 1 • ,. '_'-f-----� .=