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HomeMy WebLinkAboutProduct Approval-Windows, horizontal slider Florida Building Code Online4k 2 , 2 ) (1 1I c 7-7,,,. x ' e t •ii•� i �F r C x , ;».ra a" ay. re,,, t I y V" .o--, :''''''';';'::"'t.:,,,";;:'/'Ii' ,b "�." +'`;. ,„,-.0,,,,,,....,,,4,i ,a t P�ci ai*' - ti -,- "''"?.,,,4;:.„--4 t +.r_m lit 'a' "m9 sir +.L. k ` S .'. t' ]I i �..;„ : a qy :ado ,'._r J dl•m o t, -1.,:,, s a� $ ' " ,, ' ,44 a s. g.x.. t____ . dg� o as 6 dss �l 's' 0 t�,® a �..i .0)1 4,>b µ ,r 5 x ;`"'#`a.'$#'' 9 4 CIS u, "_l.i � e , ] k '-'.."-‘„A;" i"s n dt`s . a"`'�>a:taw ;, '' o``d �.s .,_ r - rd ... 7"'Y tgit BCIS Home i Log In ii User Registration j Hot Topics Submit Surcharge Stats&Facts Publications ( FBC Staff BCIS site Map j Links �? Search j I Florida .., i ;° Product Approval I or USER:Public User r arud:n Product Approval Menu>Application Detail , ,, f ° �;1 FL# FL16736-R2 ' Application Type Revision aFc Code Version 2017 ' g> Application Status Approved i A-f Comments , Archived 0 Product Manufacturer m 'I Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 � (352)368 6922 Ext 245 ' P kpine@cws.cc x 14 Kevin Pine m a; Authorized Signature kpine@cws.cc Technical Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave Ocala, FL 34474 (352)368 6922 Ext 291 d jlathrop@cws.cc e' `' Quality Assurance Represer4t tine Arturo Monteverde I I�• ,, .a P Address/Phone/Email } 1900 SW 44th Ave Ocala, FL 34474 (352) 368 6922 Ext 221 I q amonteverde@cws.cc 1114 • �1 @y3 Category Windows Subcategory Horizontal Slider Compliance Method E ."�.tion Re Professional En eportineerfrom a Florida Registered Architect or a Licensed Florida 0 Evaluation Report-Hardcopy Received , Florida Engineer or Architect Name who developed the Lucas A.Turner � Evaluation Report Florida License PE-58201 'E`'o 'i 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 FL].6736 R2 COI EvalRegort871C.pdf J � �c Referenced Standard and Year(of Standard) Standard i 2008 Year AAMA/WDMA/CSA/101/LS.2/A440 08 ASTM E1886 05 '2005 https://flondabuilding.arglpr/pr_app_dtLaspx7paramwGEVXQwtDquBobl%2fIZm6TgPohLz6ont0d5HABPugYUIXIzzFJrTCXA%3d%3d[1/2/2018 11:05:25 AM] ," ! • Florida Building Code Online , , ASTM E1996-09 2009 009 PA/TAS 201/202/203 11,994 . €'r i�f . - i r .. 3 9 . Ly` y,. L bs „; t . e � r Equivalence of Product Standards '"' ',- Certified By ' ;,,"-`.14V,...-„, Sections from the Code , , i . Xi I ' - rl , _' Product Approval Method Method 1 Option D ' '.;;;,-;;e:',-„,;(;.,-',14,..;:''. P d >1$ f'.' I :..,',„ Date Submitted 09/28/2017 4. Date Validated 09/29/2017 i . u ; Date Pending FBC Approval 10/03/2017 Date Approved 12/12/2017 , rmary of Prod cts _,.... FL# _' Model,Number or Name Description 16736.1 I HS-8200 PVC Horizontal Slider 11S-8200 PVC Horizontal Slider,IMPACT, 74"x 63", XO or OX. Limits of Use Installation Instructions ," Approved for use in HVHZ:Yes FL16736 R2 II CWS-871C.pdf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 5820 • 1 t -,^ Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: +60/-60 Evaluation Reports ' Other: Large Missile, 74"x 63", DP +/- 60 psf. Outer lite in FL16736 R2 AE EvalReport871C.pdf 'x; I.G. must be safety glazed when used above 30 ft. in HVHZ. Created by Independent Third Party:Yes Glass complies to ASTM E1300-04. rZ« 1 ,ay ly T 16736.2 HS 8200 PVC Horizontal Slider HS 8200 PVC Horizontal Slider,IMPACT' 111"x 63", XOX. ;rte "Ie,,ML ". Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16736 R2 II CWS-869C.pdf ' Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 '{ Impact Resistant:'Yes Created by Independent Third Party: Yes Design Pressure: +60/-60 Evaluation Reports 1', Other: Large Missile, 111"x 63", DP+/-60 psf. Outer lite in FL16736 R2 AE"EvalReport869C.pdf iLG.:must,be safety glazed when used above 30 ft. in HVHZ. Created by Independent Third Party: Yes 1" Glass complies to ASTM E1300-04. ,� t ' SPI •-•-i. •1 OM atZ; -9 6 f Contact Us••7601 Blair Stone Road.Tallahassee FL 32399 Phone 850-4871$24 1 = ` The State of Florida is an AA/EEO employer Copyright 2007-2013 State of Florida.••Privacy Statement••Accessibility Statement••Refund Statement , c ¢r. 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 m n „ 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 emalls provided may be used for official communication with the licensee.However email addresses are public record.df you do not wish to supply a personal • y,,;> address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S., please click here. Product Approval Accepts: Credit Card .ti .. . Safe securityMETiucs- I � https://floridabuilding.org/pdpr_app_dtl.espeparam=vGEVXQwtDquBobl%2IIZm6TgPohLz6ontOd5HABPugYUlXlzzEkTCXA%3d%3d[1/2/2018 11:05:25 AM] I ' , 1 I i T URNER 1239 Jabara Ave. North Port,FL 34288 ENGINEERING & Ph. 941-380-1574 1 CONSULTING, INC. FBPE C.O.A. #29779 Evaluation Report 871C August 29, 2017 Product Description: Series 8200 PVC Horizontal Slider Window, Large Missile Impact(HVHZ), XO or OX 74"x63"unit size with design pressures of+/-60 psf(Fin or Flange window) Manufacturer: Custom Window Systems, Inc. 1900 SW 44"`Ave, Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the requirements of the 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-871C, signed and sealed by Lucas A.Turner, P.E. 3) Test Reports NCTL-210-3887-1,-1A,-2, and-2A, by National Certified Testing Laboratories, Orlando,FL,signed and sealed by Gerard J.Ferrara,with testing performed: TAS 201, 202,203 '94,ASTM E 1886 `02/04/05,ASTM E 1996 `04/06/09, and AAMA/WDMA/CSA 101/I.S.2/A440 '08 4) Supplemental Calculations to support CWS-871C, signed and sealed by Lucas A.Turner, P.E. Installation: Units must be installed according to approval document CWS-871C. Limitations of Use: This product: • May be used up to the sizes and daylight openings indicated in CWS-871C • Achieves design pressures of+/-60 psf • Is Large Missile impact resistant and does not require the use of shutters •. May be used in the High Velocity Hurricane Zone • Requires Kuraray(Dupont)PVB Interlayer per Miami-Dade N.O.A. 16-1117.021 • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A. 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. 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. 0111 ,��NO ORE 61r ; .t.. 1 4 . No 58211 •"A . ▪*. * *� �� 7.J.• , SIAM OF Cc1 • 0 8/29/2017 R P.` • '.,r s •....... vy %; Lucas A. Turner, P.E. 04,°NAL. ,,s0. FL PE#58201 i GENERAL NOTES: ---- - ad OM F _ HORIZONTAL SLIDER - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SYSTEMS i - A 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 E 1996 PER THE FBC. WWW.CWS.CC 75 1/4"MAX OVERALL FLANGE WIDTH 2.GLAZING OPTIONS:(SEE SHEET 2) 8200 PVC 3.CONFIGURATIONS:"OX',"XO". 74"MAX UNIT WIDTH HORZ.SLIDER 4.DESIGN PRESSURE RATING: IMPACT 33 GLASS DLO 1 -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND A'�- GLASS TABLES ASTM E-1300-04e01/09. __ __ __ _ -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER - INFILTRATION TEST PRESSURE AND GLASS TABLES g Z o <z O 1 L _-7 —:-- 71 / ASTM E-1300-04e01/09. Z w J 0 a w O w w zOz_ ce_Zi- o II 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED • H w z I IN THE DESIGN OF THIS PRODUCT.SEE SHEET 5 FOR ANCHOR Z z i 2¢cCw O O 64 1/4" DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD 0 OH O Lj Qa=F P FLANGE B B ANCHOR CALCULATIONS. ❑ z_w z-j z O�� U- co HEIGHT I 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT ¢ r z U z O u-U REQUIRED.THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT >- < O W-I Z z I I I UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT,BUT ¢ } O° 63• I I I MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND w Ow W rn O w w w MAX. FLYING DEBRIS. a z=D O tn UNIT HEIGHT 0 X 59 9/16' 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT 0 _~W IL w 0) MAX. SASH USED AT FIXED MEETING RAIL AND HEAD/SILL. D. ~ D_ IX D. HEIGHT 8.SERIES/MODEL DESIGNATION HS-8200. ,�0% OREwfT,, 9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: `�Gp�;"y�0 E NSF":P'/i' 58 13/16' I e 41.-J= C-P GLASS I X=OPERABLE SASH,O=FIXED SASHNo 58201 �i L DLO IS 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR :*: * * LOCATION. I /L ":..,?0\ STATE OF .'0/` II, I i'< 1 I e 11.EXTERNAL W EEP SLOT=1/4"x 1"LOCATED 4"FROM BOTH ENDS. i�'C`.:;1 0 p y0:.-00,..‹.74." I Jam---- C ' "49,1oIIA 1��o. ,,` 1 1 - -- 2__A C�- -O A 5 33"GLASS DLO ,%-: - —36 5/16"MAX SASH WIDTH— 9/22/2017 LUCAS A.TURNER,P.E. FL PE#58201 -------- - - 1239 JABARA AVE. NORTH PORT,EL 34288 PH.941-380-1574 SHEET DESCRIPTION: .. . . . . • GENERAL'NOTES AND ELEVATIONS TABLE OF CONTENTS - • DRAWN BY: DATE: • ADE 10/10/13 GSENERAL CTONVIEWSES&GLAZINGGIONSDET 1 MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING DWG A: REV.: EXTRUSIONS&SECTION & DETAILS....2 ANCHOR S SCHEDULE&NOTES 3 74"x 63" +/-60 PSF LARGE MISSILE IMPACT cws-871 C INSTALLATION DETAILS 5 SCALE: SHEET 1:15 1 OF 5 -- -- - - -- -- ---------- -- -- _ - --- -- - --- - - ---- -- - - Coni�tr��' O 0 0 m, © WINDOW SYSTEMS INTERIOR 1900 SW 44TH AVE. MM OCALA,FLORIDA 34474 e m m e 0 0 Or ABM WWW.CWS.CC 11 R .®....„ 8200 PVC ,, • HORZ.SLIDER N. `.,cam ,1 J1 IMPACT gierl Inn F W Q W `:J VI W ZOZ D_--I- I C3 Qm5}OD_ m CD m © ® m z zx-o<a=i_� SECTIONS-B Oo Z��zZI-�� ED O II NOTE:FIXED LITE AT HEAD 4 oZLLioOLLZ III AND SILL IS SIMILAR. >_ <<0_-.xO z • it� lI �°{ Cl_ WI-0 0_2,x,- II a2,x,- e ,,' SII r--- 11M e a 1- D- C arq m Lar-II, '{ m —�1 ® �����Pt10R86y T?, LI O ``p• G N G,pV• CD I ISI) HEAD IMPACT HOOK(TYP.) �:' No 55201 MIDSPAN OF SASH =�': %'�' (ITEMS 35&36) :"p; ;,D'_ 7/8"OVERALL +Zl'., STATE OF .�!.' -- r� - - --- - 1/8"ANNEALED or TEMPERED %.°K.:"..A' P,•=�� is:izs O R 10, 0�`:` • INTERIOR I 7/16"AIRSPACE ghs�pNAtif �r$N,,�` I 5/16"LAMI V8"ANNEALED J ONLYEGAGERY LOCK PRI) 090 DUPONT PVB INTERLAYER �� ' ONLY ENGAGED PRIOR f�A Q r�l_ I LO ATED T T IROFOPE WINDS, w �_1/8•ANNEALED 6:1) I` I LOCATED AT THIRD POINTS(ITEM 27) 9/22/2017 r `` �, I e PURFECT GLAZE"H' ® SIKAFLEX 552 LUCAS A.TURNER,P.E. Doi__Ill.�1IFL PE# ® VII 32114 1 1239 JABARA AVE. O �•, Ls wI © © d- .� NORTHPORT,-EL34288 PH.941-380-1574r1.....---.1rI illir. r SHEET DESCRIPTION: 'm (��- I 1� 112"GLASS BITE - �.o ��� .� ® Zf�"� SECTION VIEWS AND o oG� - r � �'I{I - - - - - - QUANEX DURASEAL GLAZING DETAIL IJ 0 IG SPACER DRAWN BY: DATE: SECTION A-A HEAD IMPACT HOOK AND JAMB ROTARY LOCK LOCATIONS JJJ UUU 0 ADE 10/10/13 1.20 GLASS TYPE A DWG#: REV.: SECTION C-C 1:1 CWS-871 C ALTERNATE FIN FRAME • SCALE: SHEET (`SETTING BLOCKS PER FBC 2411.3.3.11 1:2 2 OF 5 PARTS LIST -- - - 31/8' - --- --- ---- -CORNER CONSTRUCTION ITEM PART# DESCRIPTION VENDOR MATERIAL 31/8"-JI • Lga/ )t r-_1 H-1497 Reinf.Sash Meet.Rail Keymark Alum lI 1 1/2' WIPlDOW SYSTEP9S 2 H-1699 Reinf.S.B.R./S.S.R, Keymark Alum 0 1900 SW 44TH AVE. 3 H-1836 Meet.Rail,Fxd. Keymark Alum I • I O 1 © \ OCALA,FLORIDA 34474 �_ 1116" WWW.CWS.CC 4 H-6052 Sash Top/Bot.Rail Mikron PVC 211/16Ill II 1 3 9/16• p • P 11 21/8° t/16" 5 H-6048 Main Fr.,SH,w/Fin.,PVC Mikron PVC —�r7■ 1/16" I CORNER WELD 6 H-6050 Sash Meet.Rail,PVC Mikron PVC I4I'' I (ALL SIDES) 8200 PVC 7 H-6051 Sash Side Rail,PVC Mikron PVC t1J I-1^ 1.8 HORZ.SLIDER 8 146049 Main Fr.,SH,w/Flg.,PVC Mikron PVC PVC FRAME FLANGE-6049 1 I FIXED RAIL-1836 IMPACT 9 P-3029 Screen Pull Tab Summit PVC FRAME FIN-6048 10 P-3033 Screen Spring,SS Hurley 1.-115/16" 1--13/16' C, ¢ z ¢z 1--23!16' I 9/16' 7e1 ! -'-'_ F oWO wO11 P-3113 Screw Support,PVC Team Plastic Rubber I p o r -Q r�r -elk . z w_in a I_z w 12 P-3218 Screen Frame Allmetal RollForrn I i ---0I o z rOi1 }O m 13 P-3228 Screen Spline,.155 Dia.,BIk. Dapa 1 5/8" 1 518" r 1 5I/8"1�II1^I(r��p 1 5/16' , u- I--w--z1- 2= 11/16" ! _1/16• In11 -+�x-1/16• 1 z zi-I-an:14 P4754 Screen Frame Comer Key Allmetal Nylon III +amu++ 1/16" FIXED MEETING RAIL O Or-0 V¢w O o SCREWED TOGETHER WITH U 0 03~z D'l-W w 15 P-3342 Seam Sealer,SM5504 Schnee Silicone OUTERFRAME Z z0 -Z I-0 16 P-3352 Set.BIk.,85 Dur.,1/8"x 5/8"x 2"Lg. FrankLowe Rubber PVC SASH MTG.RAIL-6050 PVC SASH SIDE RAIL-6051 PVC SASH TOP/BTM RAIL-6052 PVC FIXED RAIL COVER-6063 1:8 Q F z LL m z0 O w Z 17 P-3429 Wstp.,0.270 x.187 back FinSeal,Gr Ultrafab > ¢ 0 w-10_ ce 24 I-UF-,, 18 P-3539 #8 x 3/4"Square TEK 2 Znc Fastenal Steel 5/8. I 3/4" r I O w O❑ g)-=p w o w 19 P-4730 #8 x 1/2"Truss PH TEK 2 Znc Fastenal Steel. G 3/16" f 1 } I, • j 2 a -Tn. "-,131.1.1 O 20 P-3752 Cap Plug,1/2"Hole M&M Nylon 1 1" `� 15/16" I -1/16" 00 w"o w=ce P-3783 or 0 d Lam-1n6' � _r/-1 a. I- a. c wa 21 P-5250 Spring Lock,Impact,PVC Interlock SASH MTG.RAIL-1497 SASH REINF.-1699 ,,1,rirrrtrr�,, 22 P4779 Roller,Tandem M&M Nylon I- 6" I 1 5/16" l,O ostOREW ;./.4, E 23 P4051 #8 x 1 1/4 Ph FH TEK,Wht. Fastenal Steel ® 3/16 -II 314 II 7/16" 1 1!4" y+.�p6•��ot rIS�Up^� 24 P4069 Keeper,Impact,PVC Interlock 7/8" �� 1/16• -1�7I ��� Q z---/- No 58201 "..0":: r. 25 P4479 Weep Co%erw/Flap M&M Nylon r , r 1/16" it :* 26 P4638 #8 x 2 1/2 Ph Truss SMS Ajax Steel PLAN VIEW-1999 HEAD IMPACT HOOK-1999 1/16' • S.B.RJS.S.R.-1498 ROLLER TRACK-1776 S STATE OF .•it/S 27 P4958 Rotary Lock Sullivan Znc S0�. F ;'Lti 28 P4952 Keeper,Rotary Lock Sullivan Znc 0 3/16" i..4 4.0 A 1g"•O>eNk �`� 29 P4959 Wstp.,0.420 x.187 back FinSeal,Go Ultrafab O I I O 1/4" x_7/8"-{ -1.--,S'4' ONA ll 4 0 30 P4633 Barrel Fastener Fastenal Steel r I 7/8"r m T Ial 31 S-1112 Reinforcement,Head Keymark Alum I 6" I -1 5/8"r }_ 9/II 32 S-1498 Reinf.S.B.R./S.S.R, Keymark Alum I 1/16° 34 S-1776 Roller Track Keymark Alum 1 I 5/8 r -1 PVC GLAZEBEAD-6064 GLAZE BEAD-1112 L� 1_ 1/16" Z- 35 S-1999 Frame Hook,Head,Impact Keymark Alum PLAN VIEW-2000 PANEL IMPACT CATCH-2000 1/2.11- I 11/8•- 3/8" 1 5/16" 9/22/2017 36 S-2000 Panel Catch,Head,Impact Keymark Alum 37 S-6005 Anti Litt Mikron PVC LI 3/16" — �T Q —L-1 ® LUCAS A.TURNER,P.E. FL PE#58201 1_I —3' I I+-I-1/2' 1/16" 1/16" 38 -S=6013"Scm.Adapt;w/-Nib,-PVC - - Mikron PVC i_MINMIN Q 11 PVC ANTI-LIFT-6005 1239 JABARA AVE. 39 S-6014 Scm.Adapt.,PVC Mikron PVC I SCREW SUPPORT-3113 - PVC SCREEN CATCH-6013 -- --- NORTH PORT,FL 3428E 40 S-6063 Fixed Rail Cover Mikron PVC IF. PH.941-380-1574 41 S-6064 Glazing Bead Mikron PVC 5/16" I 11/8"..j SHEET DESCRIPTION: 42 GLASS SEE SHEET 2 CARDINAL GLASS • c)_ BOM AND EXTRUSIONS 43 Purfect Glaze"H",SikaFlex 552 Henkel/Sika Silicone 1/16 PVC SCREEN SUPPORT-6014 - DRAWN BY: DATE:' ADE 10/10/13 - DWG it: REV.: CWS-871 C LINE ITEMS NOT USED: NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-16 UNLESS OTHERWISE NOTED. SCALE: SHEET 33 1:2 3OF5 Cullll �/ WINDOW SYSTEMS f e'�I 12 1/2"MAX O.C.(TYP.) 1900 SW 44TH AVE. 1 �.{ 6'MAX.(TYP.) 1 3'(TYP.) 4"MAX.) •.) 8"MAX.O.C.(TYP.)1 { OCALA,FLORIDA 34474 I r SEE NOTE 2 I I SEE •TE 2 WWW.CWS.CC 3"(TYP.) 4'MAX(TYP.) . 6•MAX(TYP.) INSTALLATION I 8200 PVC 1 INCHOR(1YP I IINSTALLATIONHORZ"SLIDER 8" I ANCHOR(TYP.) IMPACT MAX.O.C. (TYP.)17'MAX O.C. W zOz r-(TYP.) ill0 Iiii LT-0I-W ZI-I Z zxQlr5oo 0XHI O1 - OZ r111IWWW 5: zDIE O_Jcn1- -- -- __ _= L.Z—.-- _1 0 un-0 a= } I a I- a X3 n. ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) ,, «tr�+t'ir 0, ,. �PµOREW�T, oQy.�oEtiS$-.2.1. v No 58201 "•13 Lfi: * :*F. �: STATE OF •Us °(a".c�O R 10•-"\' NOTES: 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 `1' CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 5. 9/22/2017 LUCAS A.TURNER,P.E. 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 FL PE#58201 -BE-PROTECTED-TO.P-REVENT-REACTION.- - _ 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 THEMINIMUM -- NORTH-PORT,FL 34288 PH.941-380-1574 SPECIFIED IN TABLE 1,SHEET 5. SHEET DESCRIPTION: 6.ANCHOR EMBEDMENT.TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE. . , ANCHOR SCHEDULE AND INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQURE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES ' INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. • ' DRAWN BY: DATE: 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL. ADE 10/10/13 8.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. DWG a: REV.: SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE1,SHEET 5. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-871 C • 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SCALE: SHEET FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMANVDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) 1:20 4 OF 5 1 . MIN.EMBEDMENT - - - -- - - -- - -- - - ((////��7pp7�//77�//JJ�� TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATE again I {.,�� BY OTHERS WINDOW SYSTEMS L - A MIN.EDGE DIST. 1/4"MAX.SHIM SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE 1900 SW 44TH AVE. SEE TABLE 1 } SEE TABLE 1 BY OTHERS SUBSTRATE BY OTHERS A r I, I 114'MAX.SHIM SEE TABLE 1 WWW CWS.CC FLORIDA 34474 SEE TABLE 1 I J' MIN.EDGE DIST. MIN.EMBEDMENT SEE TABLE 1 'I SEE TABLE 1 PERIMETER SEALANT ' ' 8200 PVC BY INSTALLER ' / + l INSTALLATION ANCHOR I ■■ INSIDE AND OUT �I - SEE TABLET �` ' MIN.EMBEDMENTligl HORZ.SLIDER SEALANT BEHIND pT- :rr •r ' B.. '� SEE TABLE I IMPACT FLANGE BY INSTALLER -1/4"MAX.SHIM �.I 41 A J I . � � , PERIMETER SEALANT �' Z W J O Q 0 w PERIMETER SEALANT BY INSTALLER W Z O Z d' z F BY INSTALLER ��!-- INSIDE AND OUT FQ-W Z 0 INSIDE AND OUT INSTALLATION ANCHOR Z Z 1-0 Q.,W 0 O INSTALLATION ANCHOR SEALANT BEHIND SEE TABLE 1 0 O 0)O V a FZ- d FLANGE BY INSTALLER SEALANT BEHIND O Z- Z Z 1-=y SEE TABLE 1 - FINBYINSTALLER Z Oz-N OO- OB HORIZONTAL SECTION C HORIZONTAL SECTION Q I-Z D.2 O O D-Z TYPICAL JAMB ANCHORAGE O TYPICAL FIN ANCHORAGE W g 0 1-F F=-O 5 HEAD AND SILL SIMILAR FOR FIN INSTALLATION < O Q } p Ww • ZCOW�OJCO- r O WI-0 CLIW>- 1/4"MAX.SHIM a I Cl- tY o_ SEALANT BEHIND FLANGE BY INSTALLER�'FOOj—(� o`���P1 t 7''�. PERIMETER SEALANTM / MIN.EMBEDMENT `�'J�' R ��BY INSTALLER SEE TABLE 1 • p IVo 58201 i�1^"INSIDE AND OUT1:*: *, :*: V :▪roi e¢:V. STATE OF .•OSUBSTRATE BY OTHERS /' SOT'+.F P,.=••� SEE TABLE 1 I MIN.EDGE DIST. 'l %.", U A t 0' O>`�� SEE TABLE 1 11 �'4�S�ONJ'�' N`O� RVERTICAL SECTION ' 5 TYPICAL SILL ANCHORAGE E/ --- Flo TABLE 1:APPROVED INSTALLATION FASTENERS I IN FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. . o17 [ s/zz/zLUCAS A.TURNER,P.E. --- FLANGE "CONCRETE-(2.0.KSI MIN.) _ 3/16"ITW TAPCON 1-1/2" 1-1/8" 1, FL PE#58201 PERIMETER SEALANT 1239 JABARA AVE. FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"1TW TAPCON 1" 2" - BY INSTALLER - .NORTH.P_ORT,-EL 34288_= - FLANGE CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1" INSIDE AND OUT PH.941-380-1574 _ pii) HORIZONTAL SECTION FLANGE GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4" 2-1/2" 5 BOX FRAME INSTALLATION SHEET DESCRIPTION: FLANGE 2X MIN.SOUTHERN PINE(G=0.55) 3/16"ITN/TAPCON 1 3/8" 7/8" HEADAND SILL SIMILAR FOR BOX INSTALLATION INSTALLATION DETAILS OR ELCO ULTRACON - - FLANGE 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 7/8" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY: DATE: • 16 GAUGE(0.060')MIN.STEEL STUD #10-16 HILTI KWIK-FLEX OR 11W FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: FLANGE 7116" ADE 10/10/13 (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD -MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG B: REV.: FLANGE 7/16" INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-871 C 1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" -PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS FIN '2X MIN.SOUTHERN PINE(G=0.55) #8 WOOD SCREW 1-1/2" 1/2" SHOWN FOR FLANGE WINDOWS. SCALE: SHEET • 1:2 5OF5