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HomeMy WebLinkAboutProduct Approval-FL 6890-R6 Casement Florida Building Code Online Page 1 of 2 i : a til SCIS Home Log In j User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff I BCIS Site Map Links Search Florida I 'ol Product Approval USER:Public User Product Approval Mono>Product or Application Search>Application Lis >Application Detail liV Z.5/44 FL# FL6890-R6 Application Type Revision Code Version 2017 Application Status Approved Comments Archived 0 Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue p Ocala,FL 34474 c,��v (352)368-6922 Ext 245 a� kpine@cws.cc Authorized Signature Kevin Pine kpine@cws.cc Technical Representative Jay Lathrop 0:91. 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 ' Casement Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer C7 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 (I Validation Checklist-Hardcopy Received Certificate of Independence FL6890 R6 COI EvalReport161D.ndf Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440-05 2005 ASTM E1886-05 2005 ASTM E1996-05 2005 PA/TAS 201/202/203 1994 • Equivalence of Product Standards Certified By https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu4B g7NfwG9n... 1/3/2018 Florida Building Code Online Page 2 of 2 Sections from the Code � I Product Approval Method Method 1 Option D Date Submitted 09/26/2017 Date Validated 09/29/2017 Date Pending FBC Approval 10/08/2017 Date Applroved 12/12/2017 Summary of Products FL# Model,Number or Name Description 6890.1 8400 Vinyl Casement 8400 Vinyl FIg/Fin Casement. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL6890 R6 II CWS-161D.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:8400 Vinyl Casement,Large Missile,DP=+/-67.5 FL6890 R6 AE EvalReDort161D.ndf psf,Max.size 37"x 72".Outer lite in I.G.to be fully Created by Independent Third Party:Yes tempered when used 30 ft.above grade in HVHZ.Glass complies with ASTM E1300-04. CEO =1 Contact Us::2601 Stair Stone Road:Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida ::Privacy Statement::Accessibility Statement::)tefund Statement Under,Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.•Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click hem. . Product Approval Accepts: 11 1;17.:1- 111 E Credit Card Safe securitptET]tles" https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu4Bg7NfwG9n... 1/3/2018 , U RNE R123 9 Jabara Ave. North Port, FL 34288 ' ENGINEERING & Ph. 941-380-1574 CONSULTING, INC. FBPE C.O.A. #29779 Evaluation Report 161D August 28, 2017 Product Description: Series 8400 PVC Casement Window, Large Missile Impact,DP67.5,37"x 72" unit size with HS laminated glass, or 37"x 63"unit size with annealed laminated glass 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 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-161D, signed and sealed by Lucas A. Turner, P.E. 3) Test Reports NCTL-210-3673-1,-1A, -2,-2A, and NCTL-210-3674-1,-1A, -2,-2A, from National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara,P.E. a. Testing Performed: TAS 201/202/203 1994,AAMA/WDMA/CSA 101/I.S.2/A440- 2005, and ASTM E 1886/1996 2002/2005 4) Supplemental Calculations to support CWS-161D,signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS-161D. Limitations of Use: This product: • May be used in X config. in unit sizes up to 36"x 72"with 1/8"(HS or Temp.) outboard, -air- 1/8HS-090PVB-1/8HS laminated inboard glass, or in unit sizes up to 36"x 63"with 1/8"(Ann. or Temp.) outboard,-air- 1/8Ann-090PVB-1/8Ann laminated inboard glass • Requires outer lite in I.G.to be fully tempered when used in HVHZ above 30 ft of grade • Requires max. glass daylight sizes as shown in CWS-161D • Achieves design pressures of+/-67.5 psf • Is large missile impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires Kuraray(Dupont)PVB Interlayer per Miami-Dade N.O.A. #16-1117.021 • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade NOA#17-0206.101 t I have evaluated the materials in these NOAs and find that they comply with the requirements of the 6th Ed. (2017)Florida Building Code for use in this product. ,I Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in any other entity involved in the testing or approval process of this product. �0,0,1I[iair,, t r / • No 58201 • S 8/28/2017 v.-c� icrE Lucas A. Turner, P.E. 1.1.3 STATE OP , 4r� o, ., ,� .�`u• FL PE#58201 -."-.. ....fl�'CT\Ct~ II CASEMENT - LARGE MISSILE IMPACT GENERAL NOTES: _- s '- rr -----_ 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SYSTEMS [ `�I TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT 1900 SW 44TH AVE. 381/4• _ EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ) OCALA,FLORIDA 34474 MAX.OVERALL 38 1/4" - AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS WWW.CWS.CC FLANGE-WIDTH MAX.OVERALL FLANGE WIDTH DEFINED IN ASTM E 1996 PER THE FBC. 37' 37- UNIT WIDTH UNIT WIDTH 2.GLAZING OPTIONS:(SEE SHEET 2) 8400 PVC MAX.SASH WIDTH MAX.SASH WIDTH 3.CONFIGURATIONS: ALL WINDOWS ARE OPEN TO OUTSIDE LEFT OR CASEMENT RIGHT. IMPACT irIL A 4.DESIGN PRESSURES: / -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND ¢ ? zO/ I GLASS TABLES ASTM E-1300-04e01109. z w_,,,,a'owPOSITIVE DESIGN LOADS BASED ON TESTED PRESSURE,WATER w zOz z731/a - -MAX IINFILTRATIONTESTPRESSURE,AND GLASS TABLESo ¢ r;-(11- m ASTM E-1300-04e01/09. z z ¢ _ OVERALL -- O 01-0,3<C z I- FLANGE 64 1/4" \ 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED IN O z- ?z I__ D co HEIGHT MAX ` I THE DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR INSTALLATION z 0(-9 (6-m0- ' Z v( m U- / OVERALL B 1 B DETAIL.WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD } --a z Oz O FLANGE ANCHOR CALCULATIONS. p 1-1-1-z - ‹ F z HEIGHT \ Q ,e}yU-ZU) I- 0001-}D��g 6.PRODUCTS APPROVED FOR IMPACT RESISTANCE.SHUTTERS ARE W re Z__w Lo0O W co W NOT REQUIRED. o =a p u� I- X I 0 W4 O D.xtE>- MAxX GLASS MAX , ` il GLASS 7.ALL FRAMES AN56 1/2" D VENTS FULLY WELDED. a M a L a w UNIT DLO UNIT , DLO HE, IGHT s HEIGHT / 8.SERIES/MODEL DESIGNATION CA-8400. ++�+`+,jOREW,��,i 9.THE DESIGNATION X STANDS FOR THE FOLLOWING: �:VQ�;•�,�0 Ely sfi"`,'pn� , \ 1 e 61" - I X=OPERABLE SASH :v No 58201 •�� MAX. 1 MAX SASH \ 0 HEIGHT 70" SASH / 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR E* \ LOCATION. HEIGHT 0 -•.:9•; STATE OF ."ttr: rSL /--- -'X A- f O .1):. ' y 6 GLASS DLO `Z- 301/2^ RIGHT HINGED-SHOWN GLASS DLO 9/22/2017 LEFT HINGED-SHOWN LEFT HINGED-OPPOSITE LUCAS A.TURNER,P.E. RIGHT HINGED-OPPOSITE FL PE#58201 - ----- ------------ 1239 JABARA AVE. ._ _ NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: GENERAL NOTES AND TABLE OF CONTENTS LOCATION MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING ELEVATIONS NON-HVHZ +/-65 PSF DRAWN BY: DATE: GENERAL NOTES&ELEVATIONS 1 37°x 63" GLAZING DETAILS 2 HVHZ +/-67.5 PSF ADE 05/05/07 SECTION VIEWS 3 DWG#: REV.: EXTRUSIONS&B.O.M 4LARGE MISSILE IMPACT ANCHOR SCHEDULE&NOTES 5 NON-HVHZ „ +/-65 PSF CWS-161 D INSTALLATION DETAILS 6 Y HVHZ 37 XX 72 +/-67.5 PSF SCALE: SHEET 1:15 1 OF -- -- - - - -- WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA,FLORIDA 34474 WWW.CWS.CC 8400 PVC CASEMENT IMPACT a z 4Z� 7/8"OVERALL 7/8"OVERALL I- O W 0 __,.(0w6 O 6 1/8'ANNEALED or TEMPERED 1/8"HEAT STRENGTHENED or TEMPERED W Z O Z D_F-Z I- 0 ¢NyOE§m 7/16"AIR SPACE111111 7/16"AIR SPACE u_ F-W Z I-3 _ Z ZI "Ca 0 5/16"LAMINATED GLASS 0 OFO6Q=i_cc 5/16"LAMINATED GLASS O 0 co I-Z a 1-1/)0. ri 1/8'ANNEALED 1/8"HEAT STRENGTHENED Z O 0 R- 7 O- Q oZ -Ou_Z .090 DUPONT PVB INTERLAYER .090 DUPONT PVB INTERLAYER p F F-F 0- Z QUANEX DURASEAL 1/8"ANNEALED QUANEX DURASEALIII 1/8"HEAT STRENGTHENED W O O 1Y =O W O W IG SPACER ' SIKAFLEX 552 OR IG SPACER SIKAFLEX 552 OR d Z=d 0 JO!n I- ® PURFECT GLAZE"H" PURFECT GLAZE"H" 0 W I-0 D.I,K} IX I- - - (1) iiI It I 112'GLASS BITE I tuul�r — I Illb fLim i:.,,, . MIVT GLASS BITE ,�,�1� ����� 7,___.7. �� \\` I .. .,... :., No 58201 ..0.:. *: * :*= pro: X90 STATE OF btu= 0 0 %,4' .40R1 .Pp�=:` GLASS TYPE A GLASS TYPE B AZ- 9/22/2017 Z9/22/2017 LUCAS A.TURNER,P.E. FL 1239 JABARAPE#58201 AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: 1"SETTING BLOCKS PER FBC 2411.3.3.11 GLAZING DETAILS DRAWN BY: DATE: MAX UNIT SIZE MAX POS. DP GLASS TYPE ADE 05/05/07 DWG B: REV.: 37"x 63" +67.5 A CWS-161 D 37"x 72" +67.5 1 B -- SCALE: SHEET 1:1 2 OF 6 ---- --- ---- -- - '=-- - - - aegaPlln.di =--- WINDOW SYSTEMS - A ® ® 1900 SW 44TH AVE. INTERIOR OCALA,FLORIDA 34474 WWW.CWS.CC 0 ® m m .gym m Mkt 8400 PVC -70171® air®nom CASEMENT ® 1 � ' . 1� • -M e IMPACT EL }iI1 .4+7.1�L .• ..n`f;Z-- +{� .1 a wO rU, � lit p W O < OAz WJa ¢rzW l _ � 1 laZOzd'X-r OD �il� zz=Maao Fa 41• 14.110 SECTION VIEW B-B z • O Z- z 0 • o .� ® y a§oWOZpz O l At u 3 ZNW6OJ.W INI a .7 ctof.p a I- a aha ��.�``ApORE N/`T44 INTERIOR V- k0Ehs,O.pAy �v:• No 58201 '�� Eri . STATE OF :L Q: m' ''''S'''''S%%%® f� !n (-11 m is .� � o Z'.---- Am- ,� s/Zz/zon o LUCAS A.TURNER,P.E. Illi- © I FL PE#58201 © �� • ----- ----0 .— � 1239 JABARA AVE. N_O_RTH_PORT,FL 34288 OD ED 0 PH.941-38071574 SHEET DESCRIPTION: SECTION VIEW A-A • SECTION VIEWS ALTERNATE FIN FRAME DRAWN BY: DATE: ADE 05/05/07 DWG#: REV.: ITEMS NOT SHOWN FOR CLARITY: CWS-161 D 14,16-17,19-20,25,27,32,34,37-38,42,44-45,50 SCALE: SHEET 1:2 3OF6 PARTS LIST ITEM PART# DESCRIPTION 31/8'VENDOR MATERIAL -- _ —FRAME_AND //7Rv�}j/n �� SASH CORNER �V(lRinv(YIIU 1 H-60308 FR.,CASE.,MAIN,HEAD MIKRON PVC CONSTRUCTION WINDOW SYSTEMS I'' 2 H-6030B FR.,CASE.,MAIN,SILL MIKRON PVC Q Q "" 3 H-6030B FR.,CASE.,MAIN,JB.,RIGHT MIKRON PVC © 1900 SW 44TH AVE. 4 H-6030B FR.,CASE.,MAIN,JB.,LEFT MIKRON PVC a © 7/32" f--® ; OCALA,FLORIDA 34474 www.CWS.CC 5 H-6030A FR.,CASE.,W/FIN MIKRON PVC 321132" 0Irj 0 27/32" 'r \ o 6 H-6008 SASH,CASE.,TOP RAIL MIKRON PVC L 8400 PVC 7 H-6008 SASH,CASE.,BOT.RAIL MIKRON PVC 1/16 8 H-6008 SASH,CASE.,SIDE RAIL,HINGE MIKRON PVC ) PVC GLAZING BEAD CASEMENT CORNER WELD 9 H-6008 SASH,CASE.,SIDE RAIL,LOCK MIKRON PVC S-6064 (ALL SIDES) IMPACT 10 H-1592 SCREEN RAIL,SIDE/BTM KEYMARK ALUM _ 1:8 11 H-1593 SCREEN RAIL,TOP/SIDE KEYMARK ALUM PVC FLANGE FRAME 12 GLASS SEE SHEET 2 H-60308 a z a z -4::;7:::1::::;13 P-3028 SET.BLK.,85 DUR.,1/8"X7/8"X2"LG. FRANK LOWE RUBBER z w_i o a w<r9Lu 14 P-3029 SCREEN LIFT-OUT SUMMIT 211/32"� w z o z ce_z I- 15 P-3113 SCREW SUPPORT FOR PVC TEAM PLASTICS RUBBER 21/32" iimg 7/16• H IL F w 5.z o r:C z zxma� 16 P-3195 SCREEN SPRING,NO HOLE TENSION D — o 01-0 r'a=o cd 17 P-3197 SCREEN CORNER KEY M&M NYLON /moo 1/16 vts^ 0 001-01:1-1_,0_ _cu z z~ a 18 P-3217 WSTP.,WHITE LEAF SEAL,FRAME AMESBURY RUBBER 2 1/4' / 0 z o(7 0--< D o o- _ 0 COIL,.062 X.656 COIL,.05 X.437 a F? 2ZOwU 19 P-3228 SCREEN SPLINE,.155 DIA,BLK DAPA t/ts" P-4491 P-4050 >- p r o rx-O z 20 P-3281 SPACER,DURASEAL,SEE SHEET 3 DURASEAL TRUSEAL r621->-°) -(:)M} 0 i zrn 21 P-3342 SEAM SEALER,SM-5504 SCHNEE SILICONE w w x m o w n 22 P-3429 WSTP.,.270 X.187 BACK,ULTRA FIN,BLACK,SASH ULTRAFAB PVC SASH a z=a 0 JO w I- 23 PURFECT GLAZE"H",SIKAFLEX552 HENKEL,SIKA H-6008 o x cc 1. w m 24 P-3539 #8 X3/4"QUAD PH TEK,ZINC,SCREW D- I- D- D. 25 P-3581 SCREEN CLOTH, 18 X16 FIBERGLASS PHIFER 17/32" 17/32" +,`„iuun.p� 26 P-3587 #8 X 1"PH FH TEK 2,SS,SCREW FASTENAL SS 1 �" .,`% PpLOREW T i'r� 27 P-3613 CWS LBL.(LOGO) - F— 10 I — 11 VP•y-GENSGp�'i 28 P-3685 CS-8400 GOLD CERT.LABEL,NFRC TAB 1 9132" - 1/161 9/32" —F v16 :v;' No 58201 3 29 P-3752 CAP PLUG,1/2"HOLE M&M NYLON 1111 it 1.11°1:1::1 *• * •;* 30 P-3881 TEMPORARY LBL.(NFRC/DP) .-a? ;�_ 31 P-3940 SNUBBER,SS,PVC SCREEN RAIL SIDE/BTM SCREEN RAIL TOP/SIDE :9; STATE OF .�u: 32 P-4003 TIE BAR GUIDE,ROTO.HDWE. ROTO SS H-1592 H-1593 ^;oc+'",� P,=�' 33 P-4004 #8-32 X1/2"PH PH,MS,SS(ROTO HDWE.LOCK) FASTENAL SS �'.,Fs/1 R:.1(2.1)1.;11:::11:2.- -?•NO � 34 P-4005 SUPPORT PLATE,LOCK,SS,ROTO HDWE. (Use w/84006) ROTO SS I��'Rii A ie����� 35 P-4006 LOCK,MULT1-POINT,ROTO HDWE,WHITE ROTO SS 31/8" -I 3/4" I i 36 P-4007 ROTO.OPERATORS(FOR LEFT/RIGHT OPEN CASEMENT) ROTO SS I 37 P-4009 TRACK&SLIDER ASSM.,ROTO OPER.,ROTO HDWE.,(13") ROTO SS 11/16.1-11,1.-0 38 P-4010 STUD BRKT.,ROTO OPER.,L.H.,ROTO HDWE. ROTO SS Q 0 1 3132• 39 P-4012 SHIM,ROTO OPERATOR,ROTO HDWE.(4.8mm) ROTO NYLON SASH REINF. 9/22/2017 40 P-4014 HANDLE,STD,ROTO OPER,ROTO HDWE.(WHITE) ROTO ZINC S-1505 41 P-4018 HINGES(LEFT/RIGHT FOR LEFT OR RIGHT OPEN CASEMENT) ROTO SS LUCAS A.TURNER,P.E. 42 P-4020 SUPPORT WASHER,ROTO OPER,ROTO HDWE.(SS) ROTO SS 4 1/2^C.Lo17:Zri FL PE#58201 43 " P-4021 #8-32 x 3/4"Quad FH W/1/16"Lead,MS,SS,ROTO OP.,ROTC FASTENAL SS 1/16 1239 JABARA AVE. 44 P-4024 GASKET,ROTO OPER.,ROTO HDWE,1/16" HOP r� NORTH PORT0EL34288__ 1/2" { PH.941-380-1574 45 P-4031-P-4040 TIE-BARS,ROTO HDWE.1-5 LOCKPOINTS,SS(BY OA HGT.) ROTO SS 0 7/32• I SHEET DESCRIPTION: 46 P-4050 REINF.COIL-ALUMINUM,5052-H32(.050 X.437),HD PRECISION STEEL ALUM I' 3" 'I 47 P-4043 STRIKE,MULT1POINT M&M NYLON �-1 �� ® BOM AND EXTRUSIONS 48 P-4146 #8 x 3/4"PH FLAT TEK,SS FASTENAL SS SCREW SUPPORT 49 P-4491 REINF.COIL-ALUMINUM,5052-H32(.062 X.656),HD PRECISION STEEL ALUM PVC FIN FRAME P-3113 DRAWN BY: DATE: 50 P-4641 #8 x 5/8"PH FLAT TEK,#7 HEAD,SS FASTENAL SS H-6030A ADE 05/05/07 51 S-1505 REINF.CASE.SASH KEYMARK ALUM DWG#: REV.: 52 S-6064 GLZ BD.,7/8" MIKRON PVC CWS-161 D SCALE: SHEET NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. 2:1 4 OF 6 --- - -— -- -- - - - 8'MAX.O.C.(TYP:)- - - - - ----- - -- -- - _ - -- Cga 12 112"MAX O.C.(TYP.) 4'MAX P -- -------- - MEM. , JIB" SEE NOTE 2 (TYP.) SEE NOTE 2 WINDOW SYSTEMS I.'. L 6'MAX 6'MAX( ) - I • 4"MAX(TYP.)_ yr 8"MAX.O.C.(TYP.) 1900 SW 44TH AVE. C (TYP.)- I I 12 1/2'MAX.O.C.(TYP.) I ...II ■ _■ ■ •_ ■ OCALA,FLORIDA 34474 - 6"MAX.(TYP.) { I ■ J/■ 4"MAX.(TYP.) -SEE NOTE 2 WWW.CWS.CC 1\ I SEE NOTE 2 f 4'MAX.(TYP.)6'MAX(TYP.)- /I '71- I 8" - •I I i • \ /" - 8400 PVC MAX.O.C. — I / CASEMENT / • MAX O.C. 6" IMPACT • MAX.O.C.(TYP.) _ •I I• (TYP.) • ■I Q ZQ Z14 3/4" • �( • ■ / • Z pW_j O a Z WC x MAX O C. XW ZOZ_ �_-I=(TMP) ` U- f-W�'ZO�i�2_I rIIr INSTALLATION ■ ■ Z Z= Q W 0 OANCHOLATIONR ) O O I-O •..:(zi_dINSTALLATION • • • r Z ZCO7Z�~ at- \ —INSTALLATIONANCHOR(TYP.) \ } I--a W O O=O ZANCHOR(TYP.) • W 20 FHtI \ I •I I• • I • HD�H}-}O�p�I- 1111 ■I,r- - �``�I(• .. ■ a Z=a 0 0 w r i I I 11`IL ` 0 =�0 w=�� 6'THRU FRAME ANCHOR a ~ 4. cc a HINGE SIDE JAMB(TYP.) 6'THRU FRAME ANCHOR ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FLANGE) HINGE SIDE JAMB(TYP.) d",pOREtt4,# FOR UNITS UP TO 37"x 72" FOR UNITS UP TO 37'x 63" ANCHOR LAYOUT-(FIN) ANCHOR LAYOUT-(FIN) AS? �,0"14.10. Cj P C E N "TGA'% FOR UNITS UP TO 37"x 72' FOR UNITS UP TO 37'x 63" Z...-.§P.mss- F•';P'1✓ „TNo 58201 '•-Pf 7. *• * * 1: STATE OF �W ':; :COR1aPQ�& NOTES: 1:,.; -.4p /1piH jtL.. N```, 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 B CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. •l 2 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. 9/22/2017 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 WO•D MUST LUCAS A.TURNER,P.E. BE PROTECTED TO PREVENT REACTION. FL PE#58201 • 5.-INSTALLATION ANCHORS SHALL BE IN ACCORDANCE-W ITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM 1239 PORT,JABARFLAVE. SPECIFIED IN TABLE 1,SHEET 6. -_ NORTH PORT,-1 34288 PH.941-380-1574--- 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE. 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& 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: 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 05/05/07 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE1,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWG 8: REV.: 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: CWS-161 D FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) SCALE: SHEET 1:20 5 OF 6 MIN.EMBEDMENT. - --- -- -- - -- ----- - ---- ---- -- - �VUV• - SEE TABLE 1 SUBSTRATE L(lY�lllL(I��UU(Y TYPICAL HEAD ANCHORAGE BY OTHERS WINDOW SYSTEMS - 1/4"MAX.SHIM SEE TABLE 1 MIN.EDGE DIST. -' SUBSTRATE INTERIOR 1900 SW 44TH AVE. MIN.EDGE DIST. / SEE TABLE 1 BY OTHERS OCALA,FLORIDA 34474 SEE TABLE 1 SEE TABLE 1 1/4"MAX.SHIM W W W.CWS.CC SUBSTRATE BY OTHERS �' MIN.EDGE DIST. SEE TABLE 1 } ,i�Ol ( SEE TABLE 1 MIN.EMBEDMENT I + OI /n/ 8400 PVC PERIMETER STALER SEALANT / SEE TABLEI1 INSTALLATISEE TABLE ON ANCHOR J { / -> �ul (� / CASEMENT INSIDE AND OUT HIND _//I + 1 / U / MIN.EMBEDMENT SEE TABLE 1 IMPACT SEA T o • • �I m \ ) r ❑WO aZ�o FLANGE BYE INSTALLER LJ� 1� L 1/4"MAX.SHIM U a I' BY INSTALLER __ PERIMETER SEALANT I Z w_1 0 ¢I-Z W "L PERIMETER SEALANT a I INSIDE AND OUT .�I O Z y }0 m O BY INSTALLER U- .7( W-"Z F 2_ INSIDE AND OUT INSTALLATION ANCHOR Z Z 2 2<a W O O SEALANT BEHIND SEE TABLE 1 0 OF-0 d<r _.C: n FLANGE BY INSTALLER SEALANT BEHIND p0 0 t~O Z Z 1— D FIN BY INSTALLER Z 0 0 0 j 0- INSTALLATION ANCHOR INTERIOR O HORIZONTAL SECTION O HORIZONTAL SECTION } -Z a0 W O O O 0 SEE TABLE 1 7 6 TYPICAL JAMB ANCHORAGE 6 TYPICAL FIN ANCHORAGE F"Z Li- HEAD AND SILL SIMILAR FOR FIN INSTALLATION a 2 } 0— ui W Ou.O x...0).} a R ZDw OJcoI— NOTE:ADDITIONAL THRU-FRAME ANCHORS a =a p cn wF-O D.2 (AS SHOWN IN DET.B/6)REQ'D AT THE HINGE ce x D: W w} —— SIDE JAMB,SEE SHEET 5 ANCHOR LAYOUT. a r- a cc a it I• 1/4"MAX.SHIM `,.,,,PNOREW� ii EALANT BEHIND I ;� y:OE:J-•"•G "i FLANGE BY INSTALLER O `JO4,:"y� $F''p� No 58201 •- PERIMETER SEALANT •5/ / MIN.EMBEDMENT • * "* BY INSTALLER -D"I :etSEE TABLE 1 INSIDE AND OUT 1 STATE OF :tU yy SUBSTRATE BY OTHERS / j ��''SS�ONA ps:,,,..k �.��� SEE TABLE 1 MIN.EDGE DIST. �=l //, SEE TABLE 1 .ilii Y SEALANT UNDER SCREW / 52_ A VERTICAL [INCHORAGE • HEAD BY INSTALLER TYPICAL SILLSECTION A O 9/22/2017 O TABLE 1:APPROVED INSTALLATION FASTENERS / I FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE / MIN.EMBEDMENT MIN.EDGE DIST. L i LUCAS A.TURNER,P.E. FL PE#58201 FLANGE CONCRETE(2.0 KSI MIN.) 3/16"RVV TAPCON 1-1l2" 1-1/8" / 1239 JABARA AVE. PERIMETER SEALANT NORTH PORT,FL 34288 FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"ITW TAPCON - 1" 2" BY INSTALLER • _____ ___ FLANGE CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1" INSIDE AND OUT PH.-941=380=1574 --- 0sD HORIZONTAL SECTION SHEET DESCRIPTION: FLANGE GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4" 2-1/2" BOX FRAME INSTALLATION FLANGE 2X MIN.SOUTHERN PINE(G=0.55) 3/16"11W TAPCON 1-3/8" 7/8" HEAD AND SILL SIMILAR FOR BOX INSTALLATION INSTALLATION DETAILS OR ELCO ULTRACON FLANGE 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/B" 7/8" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY: -DATE: FLANGE 16 GAUGE(0.060")MIN.STEEL STUD #10-16 HIL11 KWIK-FLEX OR ITW FULL THREAD 7/16" UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: ADE 05/05/07 (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" -MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG#: REV.: 1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD FLANGE 7/16" INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-161 D 1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" -PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SCALE: FIN 2X MIN.SPRUCE-PINE-FIR(G=0.42) #8 WOOD SCREW 1-1/2" 7/16" SHOWN FOR FLANGE WINDOWS. SHEET 1:2 6 OF 6