Loading...
HomeMy WebLinkAboutProduct Approval-Window fixed .# 2-5� 13—t5, I-1I, Zo, • Florida Building Code Online U 00z 1, z3, z y ��H it fk< +. j, .,,F iS��' 444 �*,n 3 7y•7' "Y` v� �#'rte._ ��, k . , x .,� iLi. .. " X1' t..` ' a r,, o '�� x �`.,t ^, '.. S R 3 F �...` * r* �.s .5 .,v.* I]I. ��" � +� � is y �' '� � ;: �" _�' r:" ��`,' � �*-'��. c� � ��.� .«''''''c r'''' '..at � ". .�,z _ �"S.P" ?,>. 3�� iz q "fi . t3��`p�Sel�lli'i�lt 'et ,,-sr---a---t BCIS Home : Log In � User Registration Hot Topics I 'Submit Surcharge 1 Stats&Facts { Publications 1 Contact Us 1 BCIS Site Map ( Links ; Search 1 f-1 if]8 d "1 Product Approval ,9 e wut USER:Public User Ik3n,' Oil Product Approval Menu>Application Detail it? r*f as dY s r a6 g" :4,,0agi4 " FL# FL13010 R6 , ,- "` tak V t Application Type , Revision '' '‘,*,..krg-,, Code Version 2017 a 14 ;'At Application Status ' Approveazzail d i azzit ' : "•pproved by DBPR.Approvals by DBPR shall be reviewed and tified by � " ;� the POC and/or the Commission if necessary. x ,ice ; _ -,74141-4'-''t”1;, -;-', ; x : ': Comments t_t� Archived0 e •'y; Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue t Ocala, FL 34474 :ti ,i V (352) 368-6922 Ext 245 , "` ", '` kpine@cws.cc i; ,,` Authorized Signature Kevin Pine i . _,. kpine@cws.cc ,' sa + Technical Representative Jay Lathrop y V V V j: Address/Phone/Email 1900 SW 44th Ave t,,,,- yK Ocala, FL 34474 (352)368-6922 Ext 291 e �, r " jlathrop@cws.cc t`_a r 1,,,, "- ,_ Quality Assurance Representative Jay Lathrop �•it Address/Phone/Email 1900 SW 44th Ave. M '''-"'-'-''-,'''''''''''.t.';',.',:-','5,:::'''.-'-:4-.., Ocala, FL 34474 a (352) 3686922 Ext 291 ' r jlathrop@cws.cc ., 'iii';' ,.._42.11' 4* ' Category Windows A, ,� , , Subcategory Fixed G R UV r};kr*; mac' r Compliance Method Certification Mark or Listing '. , , Certification Agency Keystone Certifications,Inc. it 4 Validated By Steven M. Urich, PE k 0 Validation Checklist-Hardcopy Received 11 "O li ' , *` t T",„' Referenced Standard and Year(of Standard) Standard I' Year AAMA/WDMA/CSA 101/I.S.2/A440-05 1 2005 ,,, 'k '`e,• AAMA/WDMA/CSA 101/I.S.2/A440-08 2008 - 1 �k' ASTM E1886 05 2005 s* k ; *4 ! ASTM E1996 05 2005 PA TAS 201/202/203 1994 e ,,pts`** ,,'!'•_ V > =i 4,4 a1 Equivalence of Product Standards haps://floridabuilding.org/pr/pr_app_dtl.aspx7param-vGEVXQwtDgvQEb8FEH60Vrs5wFsWUkbaazonS2SDienp6kee9uGfEA%3d%3d[7/5/2018 2:47:55 PM] i it• Florida Building Code Online 11 F '''.',; ••';',1,.:4.:-., -,•7%.,.. Certified By i., t _ °' Product Approval Method Method 1 Option A H- f ' Date Submitted 1 05/30/2018 ' a ll ,,A Date Validated i 05/31/2018 1 i, Date Pending FBC Approval m Date Approved • 06/10/2018 [41.4:',I...i... , , p '' Summary of Products —t_ r _ ,L , t _ .:. ' 4 FL•# • Model Number or:Name Description 4 �r � 13010.1 PW-8150 PVC Fixed Window PW-8150 PVC Flg/Fin Fixed Window , Limits of Use , Certification Agency Certificate Approved for use in HVHZ:Yes FL13010 R6 C CAC CAR 138-1357.pdf F{ "` Approved for use outside HVHZ:Yes FL13010 R6 C CAC CAR 138-1362,odf €,, i, ' t Impact Resistant:Yes FL13010 R6 C CAC CAR 138-562.pdf ` s1. . ,". Design Pressure: N/A Quality Assurance Contract Expiration Date Other:PW-8150, 36"x 72"and 72"x 76"see installation 09/14/2019 6,`;` S � A ' detail for DPs. Large Missile Impact.In HVHZ may only be used Installation Instructions 'I '; up to 30ft above grade.Glass complies to ASTM E1300-04. FL13010 R6 II CWS-433D.pdf II 4---,,,-.,1,,,,,-;,-.:,'"4.;.„,',11-,7„,1,!•••1„,,,..'-'1.,,':,-,-''',----,:;,:-.''''''',;'-'2.'•-4.1.-4',1-"3".r..:„. Verified By: Lucas A.Turner 58201 Created by Independent Third Party: No j N Evaluation Reports '$ FL13010 R6 AE EvalReport433D.pdf . Created by Independent Third Party:Yes „ 130.10:2. PW-8150-PVC`Fixed`Window PW-8150 PVC Fixed'Window,Continuous`-lead&Sill . t{C * As ',Approved for use m HVHZ:Yes FL13pcation •AgencyCAR 1fi -26 10 R6 C CAC CAR 138 26162 df 4 r a Approved for use outside HVHZ:Yes, ' FL13010 R6 C CAC-CAR 138-705e2.pdf * ; .!wr Impact Resistant:Yes - FL13010 R6 C CAC CAR 138-706e2:pdf `" i Design Pressure: +67.5/-67:5 ,, ', Quality Assurance Contract Expiration Date'` ; -' , - Other:.Large Missile,.Dp,= +/ 67 5,psf, Max:size 74 1/8"x 08/12/2019 - , 4 72"'.-Outer lite'must be safety glass above 30 ft. in HVHZ. Glass Installation Instructions ` ':•1,, . ' -• complies to-ASTM E1300-04. .,° ° FL13010' R6 II CWS-510C.pdf ; ' -r- wi,....9 ":".•.,E k • . Verified By Lucas A.Turner 58201 -'-',;.-''..:1::: ',"14,44!k:: , s Pa Created by IndependentThlr„d Party. N'o � i, • Evaluation Reports - r„ , =Vili� : , ' ,. FL13O10,R6,AE•'EvalReport5l'OC.odf te „ Created by Independent-Third Party.: Y,es. , r, - `1 13010.3 PW-8300 PVC Fixed Window PW-8300 PVC Flg/Fin Fixed Window, 120”x 48” v + wain Limits of Use Certification Agency Certificate �`., Approved for use in HVHZ:Yes FL13010 R6 C CAC CAR 138-258e2.pdf " � :.'`s Approved for use outside HVHZ:Yes FL13010 R6 C CAC CAR 138-481e2.pdf x�4. t Impact Resistant:Yes FL13010 R6 C CAC CAR 138-482e2.pdf Design Pressure: +70/-70 Quality Assurance Contract Expiration Date ij, k" , P Other:PW-8300, 120"x 48", DP= +/-70 psf. Large Missile 04/09/2019 rI is Impact. Glass complies to ASTM E1300-04. Installation Instructions ij fll °' FL13010 R6 II CWS-373C.odf ,a - `" •f• Verified By: Lucas A.Turner,P.E. FL PE#58201 • £ Created by Independent Third Party: No II ; Evaluation Reports ii w` FL13010 R6 AE EvalReoort373C.pdf ,�;, s' f , yr,, Created by Independent Third Party: Yes j {, 13010:4 PW-8300-PVC.Fixed Window .., PW-8300 C F g/F n Fixed W d w,,120' x 48"' i 1 Limits.of Use Certification Agency Certificate ,,.,7„..,;,i,,,,;•;, -• a° • Approved for use in HVHZ:Yes : ' FL13010 R6 C CAC.CAR 138-1093 pdf 3 PV V : Approved for'use outside HVHZ:yes FL13010`•R6 C CAC CAR 138-1320 e2.odf '' #, ...,'„,14.1.,...,,,,,,,,01,„,,,,;,, ,1 „,_ Impact Resistant::Yes , ' FL13010`R6 C CAC CAR 138-250 pdf , t.;y Design Pressure: +70/-70 FL13010 R6 C CAC-CAR- NF1 ;4* ,+ i Other PW-8300,'120'x'48", DP ':'+')1, 70•psf. Large Missile FL13010 R6 C CAC CAR 138-457.odf` ' ` ', Impact Glass complies to ASTM E1300 04 FL13010-,R6 C-CAC CAR 1°38-465.pdf f1 4 r € • , • - ' FL13010 R6 C CAC',CAR 138-534 pdf https://Boridabuilding.org/pr/pr app_dd.aspx/param=w,GEVXQwtDgvQEb8FEH60Vrs5wFsWUkbaazonS2SDienp6kee9uGfEA%3(1%3d[7/5/20182:47:55 PM] 1 l Florida Building Code Online g:, af1 ' •FL13010 R6 C CAC CAR'138-730e2:odf. "� rI • FL13010 R6 C CAC'CAR 138-739e2 pdf 1, f c ' ` r "/ '. fid '! Quality Assurance Contract Expiration-Dater • . • -03/16/2020 11 1 a � � � �,,, � Installation Instructions 1 l+� , FL13010 R6 II CWS 159E pdf --L-•''',t," � i• Verified By: Lucas A Turnerr, P.E. FL PE,#58201 4 r ;: Created by Independent Third Party No x t Evaluation Reports •! ' „ �u f �" � FL13010�R6 AE EvalReoortk59E.Ddf`� �; � x� g .Created-:by Independent Third Party:-Yes 4 ,',t . s, xti 4 ac 7 ,;. 14,10t 7-34-*:.{e. " ' Contact Us••2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 ;,� ;,,,��' ,�+ The State of Florida is an AA/EEO employer Copyright 2007-2011 State of Florida.••Privacy Statement••Accessibility Statement••Refund Statement [itf•-4,-"lji;;L:14i-1:4$•-"4. Under Florida law,email addresses are public records.If you docnot want your a-mailaddressreleased inresponseto apublic-recordsrequest,donotsendelectronic mailtothisentity.Instead,conacttheofficebyphoneorbytrditialll.Ifyohaveanyquestionspleasecontact850.467.1395.•PursuanttoSection455.275(1),•� „.-,:„.1.111.1.1 # 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 emaiis tq *k;'�.�'a' , F 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 f,-` r., i€"y 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: A1r#4 a4 :i Credit Card RRA't ° .. Safe . -+ .• ', SE'CI1171 MhTRICS' yi.= k r'�3'd- _ q,fir !I • 11 it !I • !i 11 II • haps://floridabuilding.org/pr/pr_app_dd.aspx7param=wGEVXQwtDgvQEb8FEH60Vrs5wFsWUkbaazonS2SDienp6kee9uGfEA%3d%3d[7/5/2018 2:47:55 PM] II 11 TURNER1239 Jabara Ave. North Port,FL 34288 ENGINEERING & Ph. 941-380-1574 CONSULTING, INC. FBPE C.O.A. #29779 Evaluation Report 159E September 7, 2017 Product Description: Series 8300 PVC Fixed Window, Large Missile Impact,48"x 72"unit size DP55 or 72"x 76"unit size DP67.5 (DP65 outside HVHZ) 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 61 G20-3.005 (4). This product complies with the requirements of the 6`h Edition(2017)Florida Building Code including the HVHZ. 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-159E,signed and sealed by Lucas A.Turner, P.E. 3) Test Reports NCTL-210-3954-01 and-IA, and NCTL-210-3955-01 and-1A, from National Certified Testing Laboratories, Orlando, FL,with Testing Performed: AAMA/WDMAICSA 101/I.S.2/A440-08,ASTM E1886-05,ASTM E1996-05/09 and TAS 201,202, 203 1994(TAS reports 3954-lA and 3955-IA signed and sealed by Gerard J.Ferrara,P.E.) 4) Supplemental Calculations to support CWS-159E, signed and sealed by Lucas A.Turner,P.E. Installation: Units must be installed according to approval document CWS-159E. Limitations of Use:' This product: • May be used in 0 configuration in sizes up to 48"x 72"unit size at design pressures of+/-55 psf, or in sizes up to 72"x 76"unit size at design pressures of+1-67.5 psf in HVHZ or+1-65 psf outside the HVHZ, with max. glass daylight sizes as shown in CWS-159E • Is large missile impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires outer lite in I.G. to be safety glass when used in HVHZ above 30 ft of grade • Requires glazing as shown in CWS-159E, with Kuraray(Dupont)SentryGlas Interlayer per Miami-Dade NOA 14-0916.11t in DP65 or 67.5 units or Kuraray(Dupont)PVB Interlayer per Miami-Dade NOA 16-1117.021 in DP55 units • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade NOA 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 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. ',I�IIllttllris,` *� fit...RE'b jJr - : .4%� z•-•.+. No 58201 • • • 9/07/2017 C.15,,,.• Lucas A. Turner, P.E. ..�� STATE OF . W. ©;•.,,c FL PE#58201 Docunent Title: Doc No: FRM B1-02 YSTONz, Structural Performance Rev No: 7 Page. 1 Of: 1 Certification Authorization Report Required By: PRO B1-03 CAR & Product ID Number: 138 - 739.0 Issue Date: 10/28/2010 Revision Date: 11/13/2015 Expiration Date: 3/16/2020 Company Code: 138 This Certification Authorization Report (CAR) is issued by Keystone Certifications, Inc. (KCI) after full validation review, and is based on a standardized evaluation of the product conducted by an independent accredited laboratory in accordance with the specified referenced standard. Actual fenestration product performance may vary based on many factors, including installation, condition of the wall/roof substrate and the age of the product and installation components. This report indicates the product is eligible for the application of Keystone Certification Program certification labels. Licensee stipulates in affixing certification labels to products, that those products are representative of the specimen evaluated and documented for certification authorization. Only products bearing such a certification label shall be considered certified. The information in this report can be verified at www.keystonecerts.com. Licensee Information: Product Information: Custom Window Systems, Inc Model: 8300 Fixed with Fin or Flange 1900 SW 44th Avenue Operator Type: FW Ocala FL 34474 Config: No, GS-5/16"Ann Lami IG Max Width: 48 Max Height: 72 Referenced Standard: Product Rating: PA/TAS 201/202/203 Large Missile, DP +/-55.0, 48x72 0 Qualifying es Test Information: Test Report No: NCTL-210-3672-1 &-2 Test Report Expiration: 3/16/2020 Authorized Signature: Keystone Certifications, Inc: 564 Old York Road, Suite 5 I, Etters, Pennsylvania 17319 Phone: 717-932-8500 Fax: 717-932-8501 WWW.KEYSTONECERTS.COM I I GENERAL NOTES: �[{��((�// �%� PICTURE WINDOW - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SYSTaTE To, TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT 1900 44TH AVE. EDITION INCLUDING THE HIGH VELOCITY HURRINCANE ZONE(HVHZ) 1900 SW E. AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS OCALA, FLORIDAFLORC DEFINED IN ASTM E 1996 PER THE FBC. 73 1/4" 2.GLAZING OPTIONS:(SEE SHEET 3) 8300 PVC 491/4" MAX.OVERALL FLANGE WIDTH MAX.OVERALL ELA_NGE WIDTH 48 3.CONFIGURATIONS:"0". ARCHITECTURAL SHAPES INCLUDE,BUT ARE CMAX UNIT WIDTH MAX.UN T WIDTH NOT LIMITED TO,THOSE SHOWN ON SHEET 2. PICTURE WINDOW 451/8• - 69 1/8" - 4.DESIGN PRESSURE RATING: IMPACT GLASS DLO GLASS DLO -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND . _ A , -- ... GLASS TABLES ASTM E-1300-04e01/09. -1 z ¢ -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER F 0 w 0 rn w O o INFILTRATION TEST PRESSURE AND GLASS TABLES z w_i❑ a ❑w w zpz �k?� I ASTM E-1300-04e01/09. 0 U)Z}O D_ m r____- 1 -- 771/4" 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED Z z=2¢11X<" t W OO p MAX. IN THE DESIGN OF THIS PRODUCT.SEE SHEET 8 FOR ANCHOR 0 0I-O Ca=1-ty 73 1/4" 1 OVERALL DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD 0 z 1,7:2'-z 1-j U) MAX HEIGHT ANCHOR CALCULATIONS. zQ 00-'U o z00- MAX U OVERALL, I--Lr_ OOwz BB > Q� w-=p- FLANGE C 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT re g¢¢O 1.-t-1-z HEIGHT I 76" REQUIRED. F p }j O g MAX W LLRU)❑WU)W 72' UNIT 0 7.ALL FRAMES ARE FULLY WELDED. a z=w 0-1(01- O HEIGHT U MAX 8.SERIES/MODEL DESIGNATION PW-8300. a F~Ce w 3 w U a HEIGHT 1 9.THE DESIGNATION XAND 0 STAND FOR THE FOLLOWING: 73 118' 1 Ntuuhgr 69 118• GLASS 0=FIXED SASH. ��OttQ,�10REW T r�� DLOGLA 0 DLO 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR `�GP`?•�i0 E/JgF% .... oLOCATION. t No 58201 �;�P r. 1 9 Ali, 13. STATE OF /1W 1 t41\ A '.�F= toa�QP �2.` a 4:,.6! ��NA t�a. N 9/22/2017 LUCAS A.TURNER,P.E. FL PE#58201 - --- - - - - -- 1239 JABARA AVE. - NORTH PORT:FL-34288 PH.941-380-1574 • SHEET DESCRIPTION: TABLE OF CONTENTS GENERAL NOTES AND ELEVATIONS GENERAL NOTES&ELEVATIONS 1 r=- • n` , i.4 . ►l,TySl7PFvY.¢. Ir�i0gRESSU_RE RATING IMPACT RATING DRAWN BY: DATE: ARCHITECTURAL SHAPES 2 ANY 48"x 72" +/-55 PSF r�� Y Y Y Y r ADE 05/05/07 GLAZING DETAILS 3 SECTION VIEWS 4A.� � ^ +/-66 Nbf-^ LARGE MISSILE IMPACT DWG#: REV.: EXTRUSIONS&B.O.M 5 7211 x 7611 CWS-159 E ANCHOR SCHEDULE&NOTES 6-7 HVHZ +/-67.5 PSF SCALE: INSTALLATION DETAILS 8 SHEET 1:20 1 OF 8 • I age(!/t . i / - �= WINDOW SYSTEMS 4 / C4-. *Th)-- 111 OCA1900 SA, L44TH AV 3. / '/ OCALA,FLORIDA 34474 / WWW.CWS.CC 8300 PVC _ _� PICTURE WINDOW / - IMPACT / FULL ELLIPSE("OVAL1 ----- --- a Z Q z O FULL CIRCLE z w uj o Q W-w TOMBSTONE W z O z , __,- TOMBSTONE o Qcg3}Ocm LL I-W ZI-?� _ z z=mQ� O OrOdaWOO /.....\ Q//�- o Z-?ZZ Fonh I/ ` Q O Z LLy w O O LL Z > Q, W_20_ /"rte 1: // �� Q 1� }7§.og W �_W t/10 JfAW )1 a. z=0. wQ ai O WHA w=iU) a t- a cr.,a — -- ...112CIRCLE \_//1\s• .��5••'CEN ...76 ��, v`.P••No SF•�Py� 58201 :-A r. OCTAGON - --_ ..•fr TRAPEZOID �9' STATE OF .:&,•:: 1.:3‘.,9%4 :1:3�.�t O R•OPO\=� NOTES: y 1.SEE SHEETS 6&7 FOR DETAILED ANCHOR INSTALLATION REQUIREMENTS. `� 2.THRU FRAME-MASONRY,WOOD OR METAL OPENING. 9/22/2017 THRU FIN-WOOD OPENING. LUCAS A.TURNER,P.E. 3.OVERALL SIZE MUST NOT EXCEED THE MAX.WIDTH AND HEIGHT OF FL PE#58201 RECTANGULAR WINDOWS ON SHEET 1. 1239 JABARA AVE. NORTH PORT;FL 34288 4.ANCHOR SPACING FOR ARCHITECTUAL FLANGE AND FIN WINDOWS PH.941-380-1574 RIPTION: _ __ _ _ . 11\ik\k MUST FOLLOW THE LAYOUTS SHOWN ON SHEETS 6&7,WITH ANCHOR SHEET DESC --__ SPACING MEASURED ALONG THE LENGTH OF THE PRODUCT. 1/4 CIRCLE ARCHITECTURAL SHAPES TRIANGLE DRAWN BY: DATE: ADE 05/05/07 DWG#: REV.: CWS-159 E SCALE: SHEET 1:1 20F8 WINDOW SYSTEMS d 1900 SW 44TH AVE. - OCALA,FLORIDA 34474 W W W.CWS.CC 8300 PVC PICTURE WINDOW IMPACT a z 3 dzg Owg a ! zOZw„.-..,- 0 _ iUFwzoxz Zz2d0'w0 0 OF-0 Li<xi_ix 1"OVERALL - 1"OVERALL 0 Urn F-Z D.r co 0- 3/16"ANNEALED or TEMPERED — - 3/16"HEAT STRENGTH or TEMPERED 0 0 O U vj Z j U- • 1/2"AIR SPACE 3/8"AIRSPACE >_ Q p 2z0,0 -2 0 Z ■ 5/16"LAMINATED - 7/16"LAMI GLASS I- D:0 ~ Z 2 d 00 }0-'01- 1/8"ANNEALED Z�a���N1- 3/16"HEAT STRENGTH 0 wF---0 aZcr>. .090 DUPONT PVB INTERLAYER .090 SENTRY GLASS TONOPLAST INTERLAYER d F=- d z w w d 1111 A 1/8"ANNEALED -� �-3/16"HEAT STRENGTH ,t,N,uutrq,T,, QUANEX DURASEAL ' PURFECT GLAZE"H" `,`ttP tttttty TO^''. IG SPACER PURFECT GLAZE"H" �� `.,••CEN '•. y 0 SIKAFLEX 552 QUANEX DURASEAL ; 0 SIKAFLEX 552 ^��GP.�� SF.,1 IG SPACER • z No 58201 •• L'' 7 • 1 ill,,, O !L f.: 11 1/2"GLASS BITE 10 ! 1/2"GLASS BITE , ��I.• * ,•0 0 Z. ._�, • r ill ON "© �, ,. .90• STATE OF •:14,, �� ( . •� Q O ,,istONA>ttt ia,`• tttt P=11 ' 0 GLASS TYPE A ..y GLASS TYPE B 9/22/2017 LUCAS A.TURNER,P.E. FL PE#58201 -- . 1239 JABARA AVE. ` — --NORTH PORT,,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: GLAZING DETAILS GLASS MAX SIZE DRAWN BY: DATE: 1*SETTING BLOCKS PER FEC 2411.3.3.11 TYPF W x H ADE 05/05/07 DP+/-55 A 48 X 72 rbREV.: CWS-159 E DP +/-67.5 B 72 X76 SCALE: SHEET 1:1 30F8 0 o WINDOW SYSTEMS1 —_ 1900 SW 44TH AVE. OCALA,FLORIDA 34474 WWW.CWS.CC INTERIOR a 111 8300 PVC c_jip ji 0 ' ! 0 PICTURE WINDOW 0 0 0co o t� 0 �� 0 IMPACT al r a z m itr I*I a o �rOnz� o�3m_ ■[� ��■ a ~w§zl-m1gx 7711111 [ z zx ¢aW00 o 0l- a�ma na �DZzroo z - cnm 0 0 SECTION VIEW B-B z• Oovi Dv cecnowww • a U)W J Q. a a ~ i �F wwa a INTERIOR ��,ot wpEN t� JGp,;.,,CENSFG�yi�. ‘,.....;,Zr:.-`,,C : No 58201 •t. i. *• * 's,t: p0:• STATE OF 41: .:°.:• OR.OPO=`C 0 0 S4�Sd•I01VAI i`S,`,, „„, , ,,, o ( 111111To M 9, 0 \U��� ® 22/20,7 LUCAS A.TURNER,P.E. rm O __ �1==l, FL PE#58201 — 1239 JABARA AVE. NORTH PORT,-FL 34288 PH.941-380-1574 0 0 J SHEET DESCRIPTION: SECTION VIEW A-A SECTION VIEWS - DRAWN BY: DATE: ALTERNATE FIN FRAME ADE 05/05/07 DWG#: REV.: CWS-159 E SCALE: SHEET 1:1.33 4 OF 8 PARTS LIST - FRAME CORNER CONSTRUCTION atht91198.e6, ITEM PART# DESCRIPTION VENDOR MATERIALIIII II ' WINDOW SYSTEMS arA 1 H-6006B FRAME, PW, MAIN, HEAD MIKRON PVC 1900 SW 44TH AVE. 2 H-60068 FRAME, PW, MAIN, SILL MIKRON PVC ` `� ocALA,FLORIDA3447a www.cws.cc 3 H-6006B FRAME, PW, MAIN, L. JAMB MIKRON PVC 4 H-60068 FRAME, PW, MAIN, R. JAMB MIKRON PVC CORNER WELD(ALL SIDES) 8300 PVC 5 H-6006A FRAME, PW, MAIN, FIN MIKRON PVC SCALE 1:8 PICTURE WINDOW 6 P-3113 SCREW SUPPORT FOR PVC TEAM PLASTIC" RUBBER IMPACT 7 P-3352 SET. BLK., 85 DUR., 1/8"x 5/8"x 2" LG. FRANK LOWE ' RUBBER __ 8 PURFECT GLAZE "H", SIKAFLEX552 HENKEL/SIKA SILICONE a z a z o 9 P-3752 CAP PLUG, 1/2" HOLE M&M - SILICONE z w.i o a k z w 10 S-6064 GI2. BE., FXD. (1" O.A. I.G.) MIKRON PVC a a w§ o ce _ o m-}oDm z z=malWoo 11 GLASS SEE SHEET 3 0 o i-O V a F�a Z Q oDZz-FU� 3 1/8" 3 1/8' a F-�8 2 p O LL Z � a�OWF�O '❑' `❑' W O�w 0W-2 � ui COd 0-1°31- 2 1/16' cra-CH-----L_ Ez] 1/16' F.'-j-l''.,__,_,___... 1/16' ,��,nunu!lit �� Pr GEN ��: No 58 *? * 's* u �:T. STATE OF .74/::F+-1" 1 1!2' 1..,rCn S O R 1 a F'.O�C;`� PVC FRAME FLANGE-H-60066 ,,,,'9/1C3 Sv•o'N PVC FRAME FIN-H-6006A X� 1/4' 9/22/2017 LUCAS A.TURNER,P.E. 1/16" 1/2' 3' 7 FL PE#58201 7/8' I �� I 1239 JABARA AVE. 1 3/16' Y © NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: PVC GLAZEBEAD-S-6064 SCREW SUPPORT-P-3113 EXTRUSIONS&B.O.M. DRAWN BY: DATE: ADE 05/05/07 DWG ti: REV.: CWS-159 E SCALE: SHEET 1:1 5OF8 ------ 14"MAX.O.C.(TYP.) - -- -- - - - ,•MAX.(TYP.) - - 8"MAX.O.C.(TYP.) ____ - NUUCy '-��I� SYSTEMS 6'MAX.(TYP.) —SEE NOTE 2 4 (TYP.) I SEE NOTE 2 1900 SW 44TH AVE. 6'MAX.(TW.) I OCALA,FLORIDA 34474 _-. - r 1 WWW.CWS.cc I 8300 PVC MAxo.c. I PICTURE WINDOW INSTALLATION (TMP.) INSTALLATION IMPACT 14" ANCHOR(TYP.) ANCHOR(TMP.) MAX O.C. (TYP.) JQ Z Q Z O _ 0 - P ❑WO UW I- Z WJ❑ Qr❑W W ZOZ �CZF FF--W�Z1-- I Z ZS�Q�WoO .:,62w Z—�n?zF❑; Z QQUVj QU- >- QQi0WOSOZ O0�} wuQ—iw Wma O1mI- I 41 , I 0 -in_ r0 WQ,>- K ( ( L J a I D. - a ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) ;eSORE1.17479i��� DP+/-55 PSF DP+/-55 PSF *QQf?.��CEIJg�G�Q�y.. 2 v:" No 58201 "'••P ire * : - ,19• STATE OF ":1 r. ��LAcn" -1 0 R 1 P'•�?-' NOTES: ��46'/C;IVAllllll �Eby % 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.ANCHOR SPACING APPLIES TO ALL SHAPES(SEE SHEET 2)ALONG ALL FRAME EDGES. 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 �Z 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 8. 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 WOOD MUST LUCAS A.TURNER,P.E. 01 I BE PROTECTED TO PREVENT REACTION. 39 # A 1239 JABARA AVE. 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WFTH STRENGTHS LESS THAN THE MINIMUM NORTH PORT,FL 34288 PH.941-380-1574 SPECIFIED IN TABLE 1,SHEET 8. 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& INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQURE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. 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: ADE 05/05/07 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 B: REV.: SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 8. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-159 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: SHEET FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) 1:20 6 OF 8 [ 11011:11 4"MAX.(TYP.) • 8"MAX.O.C.(TYP.) WINDOW SYSTEMS AX(TYP.) I I 7 5l8'MAX.O.C.(TYP.) —SEE NOTE 2 4"MAX 1900 SW 44TH AVE.(TYP.)- SEE NOTE 2 OCALA,FLORIDA 34474 6"MAX — W _ _ _ _ _ WW.CWS.CC -- - "1 8300 PVC I 8" — 'I PICTURE WINDOW 7 5/8" MAX o.C. 1 IMPACT MAX O.C. (TYF.) " (TYP.) - - I a z 3 azo - TALLAT I • INSTALLATION 0 Q UO)3}0 d' m 0 AN P J I 0 ANCHOR(TYP.) itI-W Z I- 2 z z2MaCCwQO .1 Oomodaii_na 1 ❑ Z-�zZF-❑tn - 02z0u- OmOZ w 0����ForWzW- - I a cCD .1 - - I a z=a re0 u) O wl-0 w=cc>- I a I=- D wa - - I `t un+dr i", I I I I I I I I ` %v ••6i1W T,' yJ�PS?.�G E N SF G"Q•'O� ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) ,v; No 58201 • DP+/-65 PSR DP+/-65 PSF : �V: ;fir, S STATE OF kr. NOTES: ,,"S''S+iO ...1,%`', maitOt 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.ANCHOR SPACING APPLIES TO ALL SHAPES(SEE SHEET 2)ALONG ALL FRAME EDGES. 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. 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 8. 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 WOOD MUST LUCAS A.TURNER,P.E. FL PE#58201 _BE-PROTECTED TO PREVENT REACTION. 1239 JABARA AVE. 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORTFL 34288 PH.941-380-1574 SPECIFIED IN TABLE 1,SHEET 8. 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& INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQURE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. 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: ADE 05/05/07 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 it: REV.: SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 8. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-159 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: SHEET FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) 1:20 7 OF 8 MIN.EMBEDMENT - - - --- - -- il SEE TABLE I SUBSTRATE �+]'� TYPICAL HEAD ANCHORAGE BY OTHERS WINDOW SYSTEMS[Q 'A 1/4"MAX.SHIM SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE 1900 SW 44TH AVE. SEE TABLE 1 BY OTHERS I MIN.EDGE DIST. / ! OCALA,FLORIDA 34474 SEE TABLE 1 I rSEETABLE1 WWW.CWS.CC 114'MAX.SHIM y SUBSTRATE BY OTHERS /7/ � SEE TABLE DIST. SEE TABLE 1 MIN.EMBEDMENT 8300 PVC PERIMETER SEALANT SEE TABLE 1 INSTALLATION ANCHOR ' i� BY INSTALLER /� SEE TABLET ' PICTURE WINDOW INSIDE AND OUT i/ ir SEE TABLEDMENT IMPACT SEALANT BEHIND r O - d / FLANGE BY INSTALLER F —114"MAX SHIM '__' QI Q Z PERIMETER SEALANTZ Wj0QWOWPERIMETER SEALANTNSIDEBY TALLER AND OUT O Z v0)Z}O c 3 mBY INSTALLER Pil u. 1--W?'Z I-- INSIDE AND OUT INSTALLATION ANCHOR Z z x 2 Q z W 00 SEALANT BEHIND SEE TABLE 1 0 01-0 U W F.0: FLANGE BY INSTALLER SEALANT BEHIND OU Z-w Z Z F D u) FIN BY INSTALLER Z O 0 U ui ]U— INSTALLATION ANCHOR OB HORIZONTAL SECTION CO HORIZONTAL SECTION Q f-Z LL ZO O LL Z SEE TABLE 1 8 TYPICAL FIN ANCHORAGE >- < O1-'61=z - HEAD F=O $ TYPICAL JAMB ANCHORAGE HEAD AND SILL SIMILAR FOR FIN INSTALLATION Q• 2 g 1-U z N W O CC U)OW U)W EC LL_W0-Jor • a ccOmw O }• I wW a �t.auu►u,,rr SEALANT BEHIND Ulm 1/4"MAX SHIM ,,,•f. P,r1OREWy T rr FLANGE BY INSTALLER +O I� ti.,;i..y�0 E N,i:!...:134'.. )` j No 58201 :11r. PERIMETER SEALANT E*: *. •: BY INSTALLER MIN.EMBEDMENT INSIDE AND OUT SEE TABLEII1 *P STATE OF :LU v i Lc�c'�1OR10V—.2Z SUBSTRATE BY OTHERS //I lor .�'`i'9/0... SN•SEE TABLE 1 -i MIN.EDGE DIST. Rr►►��►�►t>,� SEE TABLE 1 SEALANT UNDER SCREW A VERTICAL SECTION r HEAD BY INSTALLER O TYPICAL SILL ANCHORAGE ' - nr ua 9/22/20 7 TABLE 1:APPROVED INSTALLATION FASTENERS �! LUCAS A.TURNER,P.E. FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MI BEDMf14T MIN.EDGE DIST. �J ! FL PE#58201 -FLANGE--CONCRETE(2.0 KSI MIN.) -- - 3/16"ITW TAPCON / 1-1/ ' 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 2" BY INSTALLER — -- N FLANGE CONCRETE(2.85 KSI MIN.) 3116"ELCO ULTRACON L- /14. " 1" INSIDEANDOUT PH.941-380-1574 HORIZONTAL SECTIONSHEET DESCRIPTION: FLANGE GRO -FILLED CMU(ASTM C•90) 3/16"ELCO ULTRACON 2-1/2" 8 BOX FRAME INSTALLATION 3/16.'17W TAPCON ' HEAD AND SILL SIMILAR FOR BOX INSTALLATION FLANGE 2X MIN.SOUTHERN PINE(G=0.55) 1-3/8" 7/8" 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 HILT(KWIK-FLEXOR ITW 1 FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: ADE 05/05/07 FLANGE (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7/16" DWG B: REV.: 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 FLANGE1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 7/16" INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-159 E PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SCALE: SHEET FIN 2X MIN.SOUTHERN PINE(G=0.55) #8 WOOD SCREW 1-1/2" 7/16" SHOWN FOR FLANGE WINDOWS. 1:2 8 OF 8