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Home My WebLink AboutProduct Approval cuto", WINDOW SYSTEMS By:Steve Smizik Quote#: 1430227/1 11900 S.W.44th Avenue.Oil FL 34474 Ph:352-368-6922 Fax:352-368-2928 EMU"M Cust PO#:288620 Sharpe - 01 RA, 2:46ligg Stu TO Route:FHA- FT. 4070 SW 30TH AVE 4070 SW 30th Avenue FT.LAUDERDALE,FL 33312 Ft.Lauderdale,FL 33312-6820 Ph:954 792-4415 Fax:954583-6977 Fax:954 583-6977 Version 1 Cust No.FLO200-P2453 Item No.4 Qty: I Model:8300-EB Color: WHITE Dei.8300 EYEBROW Picture Window DP:+551-55,[FLANGE],LOW E 366 NEAT, IMPACT,WHITE FRAME Dimensions Insulated Dill 69 x 22 12 Standard Grid Pattern RO:59 V2 x 23 W/SCREW SUPPORTS,GROOVE FILLER,6047 TIP:60 14 x 23 3/4 HVHZ Std Gold Labeling r , 4k. _2 FPA#13010.4,ID:NEED HELP WITH THIS W Rem No.5 Qty:2 Model:8100-SH Color: WHITE Desc:8100 SINGLE HUNG DP+70/-70,[FLANGE],LOW E 366 NEAT,IMPACT, Dimension -A WHITE FRAME,18 x16 Screen Insulated DLO:36 x 61314 STANDARD GRIDS,W1 SCREW SUPPORTS,SCREEN TIP:37 14 x 63 HVHZ Std.Gold Labeling FPA#16177,1,WHITE,[No Sill Anchors this SH-8100] Cir.Opng. MEETS EGRESS,ID:_6,7 Item No.6 Qty:1 Model,8100-SH(35) Color: WHITE Desc:8100 SINGLE HUNG DP:+70/-70-(35),[FLANGE],LOW E 366 NEAT, Dimension IMPACT,WHITE FRAME,18 x16 Screen Insulated STANDARD GRIDS,W/SCREW SUPPORTS,SCREEN DLO-517/8 x3 TIP:53 V8 x 63 314 HVHZ Std Gold Labeling gen FPA#16177.1,WHITE,[No SIIIAnchors this SH-8100] Cir.Opng. MEETS EGRESS,ID:8 7 ...................... 7/30/15 1:01:08PM Page 2 of 3 �n r , , i a a LU —T— —; — •-- - T —;— -- - --- -- :..� a' Ili � II III Ilii Ili II :C7 j W-- 77 97- Ce _ I i + I I -L—_� .• _jvk- I 517/8 x 613/4 (+/-70)FL16177.1 • D ' ,��. �rl =-1�-_--ii=-=f - •-�-h------� '--Cy2�1� , ('•+-/-59xI 22P1/,2 -55)FL130►10�.4-gU- 25 3/8 x 613/4 i 73!-pxV 613/4 13/4 T --L 73 x 613/4 ---= (+/-70)FL16177.1 --=— (+/-67.5)FL58233 !!�__- =-. 1(+/-67.5)FL5823]3 �-- - �_ — -— - f ' a Q _•� s1} C�PFn - I Sri a -- - - ---—-, — 62 3/4x81 - . . ---. . tu c y - ----- (+/-70)FL1485o.1 36 x 613/4 -- 36-x 613/4 - - - _ - 1 -- -- - --�- ( ) n. _. +/70 FL16177.1 - + 70 1 1 Florida Building Code Online Pagel of 3 i 'li1Ai.:M1��+t6a�ij1 flDrida Department! BaS Home ` Log In ! User Registration trot Topic Submit Surcharge ' Stats a Fans.I Pub rathrw FEC 5�`fi Ca Sit,Nap urds Search Businesoval. Professi �a �r USER:Public Product User Regulation Produce A,=Val Menu>Prod yr or Aooll anon aur h>ADDIJUtipp tis>Application DebB FL# 13010-R3 Application Type Revision Code Version 2014 Application Status Approved Comments Archived ❑ Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 ekoss@cws.cc Authorized Signature Koss Erin ekoss@cws.cc Technical Representative Erin Koss Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 ekoss@cws.cc Quality Assurance Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 jlathrop@cws,cc Category Windows Subcategory Fixed Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Iii 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 9i Validation Checklist-Hardcopy Received Certificate of Independence FL13010 R3 COI EvalReo CWS-3738(PW-8300. 120x48.IMP).pdf Referenced Standard and Year(of Standard) Sjtqndard Year AAMA/WDMA/CSA 101/I.S.2/A440-05 2005 AAMA/WDMA/CSA 101/I.S.2/A440-08 2008 ASTM E1300-04 2004 ASTM E1886-05 2005 ASTM E1995-05 2005 PA TAS 201/202/203 1994 http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvQEb8FEH60... 6/24/2015 Florida Building Code Online Page 2 of 3 1 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/15/2015 Date Validated 04/21/2015 Date Pending FBC Approval 04/25/2015 Date Approved 06/22/2015 Summary of Products FL# Model,Number or Name Description 13010.1 PW-8150 PVC Fixed Window PW-8150 PVC Flg/Fin Fixed Window,36"x 72". Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13010 R3 II CWS-4338(PW-8159.36x72.IMP).odf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+75/-75 Evaluation Reports Other:PW-8150,36"x 72",DP=+/-75 psf.Large Missile EL13010 R3 AE DuPont PVB NOA 13-0129 27.Ddf Impact.In HVHZ may only be used up to 30ft above grade. FL13010 R3 AE EvalRep CWS-4338(PW-8150.3602. Glass complies to ASTM E1300-04. IMP).odf FL13010 R3 AE Ouanex fMikron)NOA 12-1017 02.odf Created by Independent Third Party:Yes 13010.2 PW-8150 PVC Fixed Window PW-8150 PVC Flg/Fin Fixed Window,Continuous Head&Sill. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13010 R3 II CWS-51013(PW-8150.CONTHDSL. Approved for use outside HVHZ:Yes IMP).ndf Impact Resistant:Yes Verified By: Lucas A.Turner 58201 Design Pressure:+67.5/-67.5 Created by Independent Third Party:Yes Other.Large Missile,Dp=+/-67.5 psf,Max.size 74 1/8" Evaluation Reports x 72".Outer lite must be safety glass above 30 R.In HVHZ. FL13D10 R3 AE DuPont PVB NOA 13;0129 27.12df Glass complies to ASTM E1300-04. FL13010 R3 AE EvalRep QNS-5108(PW-8150. CONTHDSL.IMP).Ddf FL13010 R3 AE Ouanex(Mikron)NOA 12-1017 02.odf Created by Independent Third Party:Yes 13010.3 PW-8300 PVC Fixed Window PW-8300 PVC Fixed Window,120"x 48". Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13010 R3 II CWS-3738(PW-8300. 120x48.IMP).Ddf 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. PW-8300,120"x 48",DP=+/-70 psf.Large FL13010 R3 AE DuPont SGP NOA 11-0624 02.odf Missile Impact.Glass complies to ASTM E130D-04. 171,13010 R3 AE EvalRep CWS-3738(PW-8300. 120x48. IM P).DdF FL13010 E ikron NOA 12-1017 02.odf Created by Independent Third Party:Yes 13010.4 PW-8300 PVC Fixed Window PW-8300 PVC Fig/Fin Fixed Window. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13010 R3 iI CWS-1591)(PW-8300-72x76.IMP).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:Large Missile Impact,See Installation Drawings for FI-13010 R3 AE DuPont PVB NOA 13-0129 27.odf Max.size and DP's.Outer lite must be safety glass above 30 FL13010 R3 AE DuPont SQP NOA 11-0624 02.odf ft,in HVHZ.Glass compiles to ASTM E1300-04. FL13010 R3 AE EvaIReD CWS-159D(PW-8300.72x764 IMPI.ndf FL13010 R3 AE Quanex(M1krQn)NOA 12-1017 02.odf Created by Independent Third Party:Yes Back Contact tue::11940!Nprth Monroe Stan.Tallahpc 32399 phone:850-487-1824 The State of Florida Is an AA/EEO employer.Coovrlaht 2007-2013 State of Florida.::Privacy Statement::AM c_cihlfhv Statement::Refund Statement http://www.floridabuiliiing.org/nr/pr_app_dtl.aspx?param=wGEVXQwtDgvQEb8FEH60... 6/24/2015 Florida Building Code Online Page 3 of 3 Under Florida law,email addresses are public records.If you de not want your e-mail address released In response to a public-records request,do not send electronic mail bothis 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 it they have one.The emalls provided maybe used for offidal communication with the 0ceraee.However email addresses are public record.If you do not wish to supply a personal address,please provide the department with an emall address which Can be made available to the public.To determine If you area licensee under Chapter 455,F.S.,please click ham. Product Approval Accepts: suettrityasi g ccs http://www.floridabuilding-org/pr/pr_app_dtl.aspx?parain=wGEVXQwtDgvQEb8FEH60... 6/24/2015 URNER1239 Jabara Ave. North Port,FL 34288 ENGINEERING & Ph. 941-380-1574 TCONSULTING,INC. FBPE C.O.A.#29779 Evaluation Report 159D April 18,2015 Product Description: Series 83OU 1 VC 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 44b 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 5'b Edition(2014)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-159D,signed and sealed by Lucas A.Turner,P.E. 3) Test Reports NCTLr210-3954-01 and-IA,and NCTL-210-3955-01 and-1A,from National Certified Testing Laboratories,Orlando,FL,with Testing Performed: AAMA/WDMA/CSA 101/I.S.2/A440-08,ASTM E1886-05,ASTM E1996-05/09 and TAS 201,202,203 1994(TAS reports 3954-1A and 3955-1A signed and sealed by Gerard J.Ferrara,P.E.) 4) Supplemental Calculations to support CWS-1591),signed and sealed by Lucas A.Turner,P.E. Installation: Units must be installed according to approval document CWS-159D. Limitations of Use: This product: • May be used in O 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+/-67.5 psf in HVHZ or+/-65 psf outside the HVHZ,with max.glass daylight sizes as shown in CWS-159D • 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-159D,with Dupont SentryGlas Interlayer per Miami-Dade NOA 11-0624.021 in DP65 or 67.5 units or Dupont PVB Interlayer per Miami-Dade NOA 13- 0129.276 in DP55 units • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade NOA 12-1017.021 6 I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the 5t°Ed.(2014)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. '*��r»rr r+lurr�is V4DREtV rti1�''' U'vi *' * 4/18/2015 ~r�:•• STATE OF �*: Lucas A. Turner,P.E. rfl�c�` FL PE#58201 1�+ Lucas A.Turner +r��trrrr�r��t� 2015-04-1822:13-04:00 •11 GFNERA PICTURE WINDOW - LARGE MISSILE IMPACT 1.THEP PRODUCT 1.THEPRODUCTSHOWN IS DESIGNED AND MANUFACTURED Q"low ENS TO COMPLY W ITH THE FLORIDAORID BUILDING CODE(FBC),CURRENT 1900 SW gl1Ti AVE.EDITION INCLUDING THE HIGH VELOCITY HURRINCANE ZONE(HVHZ) 900 S R_OR1DA E AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS O W L AFLCFII DEFINED IN ASTM E 1998 PER THE FBC. 491/4" 73110 2.GLAZING OPTIONS:(SEE SHEET 3) MAX OVERALL FLANGE WIDTH MAX.OVERALL FLANGE WIDTH M PVC MAX UN WIDTH MAX UNIIf W IDTH 3 NOT LCONFIMITED TO,THOSE SHOWN ONS EE 2.S:V. ARCHITECTURAL PICTURE INCLUDE,BUT ARE PICTURE%MNE W 45115" 69118" 4.DESIGN PRESSURE RATING: IMPACT GLASS DLO GLASS DLO -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND A ————— ——— —————— GLASS TABLES ASTM E-1300-04. ,n -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER INFILTRATION TEST PRESSURE AND GLASS TABLES I I i I I ASTM E-1300.04, a o 0 771/4' I I S.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED °uS o O I I MAX I I IN THE DESIGN OF THIS PRODUCT.SEE SHEET 8 FOR ANCHOR F- w a ¢ 73 111V OVERALL DETAILS. WINDLOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD o v7 O ERAL I I HEIGHT I i ANCHOR CALCULATIONS. LL q ZO FLANGE B I I I B I I 6.PRODUCT APPROVED FOR IMPACT RESISTANCE SHUTTERS ARE NOT 3 Mn HEIGHT I I REQUIRED. 4 N z O W MAX m 72" I O I UNIT I Q I 7.ALL FRAMES ARE FULLY WELDED, d I I HEIGHT MAX I I o g RR m I I I I S.SERIES/MODEL DESIGNATION P8300. HEIT GHr o c Q rel 7311WSTHE DESIGNATION X AND O STAND FOR THE FOLLOWING: I . GIAS I I g OLD I i O=FIXED SASH. z d U m ¢ O DLO I 6 I I 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS INA SIMILAR rlri�nu I I I I LOCATION. ppfWOREtV 4,. o i I '��Gpr?•y�GEN,BF��ciny� e I gv. Ne 58201 ——————— ——5 U ————————— • - A A Lucas A.Turner .= =a_ 8 2015-04-11 -�3 BTATE OF fw: 15:04-04:00 � p IQ s 0 %lD . �NA a+��`,,• III 4/11/2015 LUCAS A TURNER,P.E, FL PE#58201 1239 JABARAAVE. NORTH PORT,FL 34288 PH.941 X60-1574 SHEFT DESCRIPTION: TABLE OF CONTENTS GENERAL NOTES AND ELEVATIONS GENERAL NOTES&ELEVATIONS.......1 LOCATION IRE RATING IMPACT RATING DRAWN DATE ARCHITECTUGLAZING DETAILS HAPESiiiiiiiiiiiiiiiii.3 ANY 48"X 72" +�-5555 PaSF ADE 05/05/07 SECTION VIEWS....................................4 NON-HV - LARGE MISSILE IMPACT owe 9.1 FlE Z EXTRUSIONS&B,O,M...........................6 CWS 159 D ANCHOR SCHEDULE&NOTES.........67 tI'67.5 PSF INSTALLATION DETAILS.......................8 SHEET 1:20 1 OF 8 "C 1900 SW 44TH AVE. OCALA,FLORIDA S4474 W Ww.CWS.CC 8300 PVC PICTURE WINDOW FULL 0 ELLIPSE("OVALS I IMPACT � mar m FULL CIRCLE Q TOMBSTONE o 0 0 F W Q Q m c� Qa ¢ Z a ¢ o (p N [F N Z 7 a s D_ $� o � `,�ppuanrq � awe � TRAPEZOID 2� No 58201 S :91 STATE OF grw&J. "so•. ,� r arse '1Ga.� NO7ES• 1.SEE SHEETS 6 a 7 FOR DETAILED ANCHOR INSTALLATION REQUIREMENTS. 2.THRU FRAME•MASONRY,WOOD OR METAL OPENING. 4/1112015 THRU FIN-WOOD OPENING. LUCAS A.TURNER,P.E. f 3.OVERALL SIZE MUST NOT EXCEED THE MAX.WIDTH AND HEIGHT OF 1 Zig PE#58201 AVE RECTANGULAR WINDOWS ON SHEET 1. i NORTH PORT,FL 34288 4.ANCHOR SPACING FOR ARCHITECTUAL FLANGE AND FIN WINDOWS PH.941-380-1574 MUST FOLLOW THE LAYOUTS SHOWN ON SHEETS 6 6 7,W ITH ANCHOR EE RIPTION: SPACING MEASURED ALONG THE LENGTH OF THE PRODUCT. 114 CIRCLE TRIANGLE ARCHITECTURAL SHAPES DRAWN ADE 05/05/07 uwdT- CWS-159 b SCALE: SHEET 1:1 2OF8 1900 SIN 44TH AVE. OCALA,FLORIDA 34474 v4ww.Gws.cc 8300 PVC PICTURE WINDOW IMPACT RE!- go x lu w _1"OVERALL —j"OVERALL U) —3176'ANNEALED or TEWE14ED —3116'HEAT STRENGTH or TEMPERED Mw zo 1/2l AIR SPACE 3Ar AIRSPACE S2 6116'LAMINATED —7116'LAMI GLASS cc m z f5 U9" STRENGTH Q.. w tu — ANNEALED HEAT 0 s. tr Fa w 1 8 .090 DUPONT PVB INTERLAYER ago SENTRY GLASS IONOPLAST INTERLAYER w 81 tl� i!9'ANNEALED 3fIW HEATSTRENGTH :2 PURFFCTGLAZrt'W' D 101+M PU'FFCTY5' 6 SIKAFLC 6 PURFECTGLAZE"W rX SW SIKAFLSX 552 1/_G LAW 91TE 112"GLASS SITE 11r GLASS 91TE No 58201 7 7 B 1)76. STATE or 0. % el GLASS TYPE A GLASS'TYPES�) LUCAS A.TURNER,P.S. FL PE#56201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941380-1574 GLAZING DETAILS GLASS MAX SIZ% DATF-1 TYPE W x H UR 05105107 Ft DF+1-55 A 48 X72 CWS 159 cws-i 59 DP+/-67.5 B 72X76 R, 4 WI� (jfT`fj 1900 SW 44TH AVE, 9 ll w/I OCALA,FLOR[DA 34474 wwW.CWs.cc INTERIOR 7 s e s s 6 8300 PVC PICTURE WINDOW /moo a s IMPACT L( U � � o ma � m 1J o � � ao W ❑ O 11 1- W QQm 8 9 m m a Z SECTION VIEW B-B UO c� d Z 11 11 1 < d) � = o � IL � �_ � a comQ0 z �piurntr `Q Of�v�C�N Ih(.�f••i 52201 t A� tt 8 9 331Q; STATE '•.moi tiaa�o.rQ�.� 0 no sell �t z: l z n nl� s 4/11/2015 LUCAS A..TURNER,P.E. Q __ FL PE#59201 1239 JABARA AVE, NORTH PORT,FL 34288 7 6 PH.941.380-1574 S TION; SECTION VIEW A-A SECTION VIEWS ALTERNATE FIN FRAME DRAWN BY. nA E- ADE 05/05/07 6r RE.: CWS-159 D SHEET 1:1.33 40F9 PARTS LIST FRAME CORNER CONSTRUCTION ITEM PART# DESCRIPTION VENDOR MATERIAL vn�yruoowu�'� s�rsTU�s 1 H-6006B FRAME, PW, MAIN, HEAD MIKRON PVC 190DSw44THAVE. 2 H-6006B FRAME,PW,MAIN, SILL MIKRON PVC OCALA,FLORIDA 34474 3 H-60068 FRAME,PW, MAIN, L.JAMB MIKRON PVC www.cws.cc 4 H-60068 FRAME,PW, MAIN, R.JAMB MIKRON PVC CORNERWELD�ALLSIDES) &300 PVC 5 H-6005A FRAME, PW, MAIN, FIN MIKRON PVC scA� t8 PICTURE WINDOW 6 P-3113 SCREW SUPPORT FOR PVC TEAM PLASTIC RUBBER IMPACT 7 P-3352 SET. BILK.,85 DUR., 1/8"x 5/8"x 2"LG. FRANK LOWE RUBBER 8 PURFECT GLAZE"H", SIKAFLEX552 HENKEL/SIKA SILICONE �_ a 9 P-3752 CAP PLUG, 1/2"HOLE M&M SILICONE o a 10 S-6064 JGLZ BE., Fm.(1"O.A. I.G.) MIKRON PVC 11 GLASS ISEE SHEET LL x w w .. 1W w ¢ ¢ m N 31!8' 3118" e 52 0 cA ❑ ❑ � W ¢ Z � 1 2 3 a 5 F g a �1�n 21ne" �1E I 1n8" 0 0 m a z z 7/e' OREpyT4'. t�^ N- 56201 S PVC FRAME FLANGE-H-6006B S STATE OF +its RO Jed/♦ 4�0 R. PVC FRAME FIN-H-6006A final ;;r`� r Ira^ ,2� 4111112015 LUCAS A.TURNER,P.E. Ute• t/2 3" FL PE#58201 716 10 3118' 61239 JABARA AVE NORTH PORT,FL 342BB PH.941-av31574 sH i 80.: PVC GLAZEBEAD-S-6064 SCREW SUPPORT-P-3113 EXTRUSIONS&B.O.M. DRAWN BY: DA ; ADE 05105107 REV.; CWS-159 D SHEET 1:1 5OF8 Ff f 14•MAX O.C.(TYP.) 4•MAX.(TYP.) 5'MAX O.C.(TYP.) 2Da0WftSnTEWM3ffl 5'MAX(n'P.) SEE NOTE 2 4„MAX,mp y SEE NOTE 2 1900 SW 44TH AVE. 8'MAX.(TYP.) 111 OCALA,FLORIDA34474 ---------- icM I I I I I I I 8300 PVC MAX 0'0. I I PICTURE WINDOW (TYP.) I INSTALLATION 14' I I AANCHOR(TYP.) I I ANCHOR(TYP.) IMPACT MAX O.C. (TYP-) I I I co I I I I I I I� xww . I I I ul � ❑ pi I- w ¢ am. o In I I I I W w It ¢ OC IL cs wo w NCHORLAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) p U m ¢ O DP+/-65 PSF DP+F W PSF Z �tYftrtLU�P�T,,, �r Ns 582D1 ;'74� NOTES: o STATE OF FEW 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.ANCHOR SPACING APPLIES TO ALL SHAPES(SEE SHEET 2)ALONG ALL FRAME EDGES. SILLANCHOR SPACING SAME AS HEAD. ��,�5f o:P.: W" 10 1E 2.SHIM AS REO AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACKTO BE 114". USE SHIMS WHERE SPACE GREATER THAN 1/16.18 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 S. 4/11/2015 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. S.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 34280 SPECIFIED IN TABLE 1,SHEETS. PH.941-380-1574 6,ANCHOR EMBEDMENTTO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO.FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATESHEET GRIPTIp1t INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REOURE iX WOOD BUCKS BETWEEN THE PRODUCT AND 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 D PAWN BY. DATE: ADE 05/05/07 B.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. owGr. REV.: SUBSTRATES SHALL MEET TWE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET B.CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-159 D 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION S14ALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SHEET FMA(AAMA 100(FIN WINDOWS),FMNAAMA200(FLANGE WINDOWSy, FMA/WDMA250(BOX WINDOW%FMA(AAMAIWDMA300(EXTERIOR DOORS) 120 8 OFS \/VVLWVIfYYUV I//� /J ' V MAX(TYP.) B•MAX O.C.(IYP.) 1900 SW 44TH AVE. 8"MAX(TVPJ 7 5�8"MAX O.C.(IYP.) SEE NOTE 2 V MAX,(TYP,)TTT SEE NOTE 2 OCALA,FLORIDA 34474 0'MAX(TrPJ WWW.CWS.Cc ————————— —————— ————— ————————— i I 8300 PVC I I I I PICTURE WINDOW I I e• I I 7518".c. I MAX D.C. � I � IMPACT MAX mP-) I i nYP> I i a8S25 INSTALLATION I I INSTALLATION @ Q o r N 0 0 O I ANCHOR MP.) I O I ANCHOR MR) IL x W W� .. I I I I Qm I I I ► N I I I 0 I I I I IL Ir I i I a a_ Lu loom Q Z ANCHORDP+1-- 5 PSFFLANGE) ANCHOR�L-95 PS-( ````� ,P?�D� W TG�'•i �V.•••No 58201•°.y�`p�a NOTES: �pC ti STATE OF j X41; 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. I��yF�QS� P.`0'�Q``,,�� rhNA ��. 2.SHIM AS REQ A7 EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 114'. USE SHIMS WHERE SPACE GREATER THAN 1/16'IS PRESENT. LOAD BEARING SHIMS SHALL.BE else, CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. yZ 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 8. 4/1111/2015 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.F.E. BE PROTECTED TO PREVENT REACTION. FL PE N 56201 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 PORT,FL 34288 SPECIFIED IN TABLE 1,SHEET 8. PH.941-380-1574 G.ANCHOR EMBEDMENTTO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE, SHEET D INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1 X WOOD BUCKS BETWEEN THE PRODUCT AND 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:W FOR MASONRY,1•FOR WOOD AND METAL UHAWN BY 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. r: SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN M TABLE1.SHEET 8. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-159 D 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SHEET FMA/AAMA 100(FIN WINDOWS),FMAIAAMA 20DR ANGE WINDOWS), FMAM/DMA 260(BOX WINDOWS).FMA/AAMAIWDMA 300(EXTERIOR DOORS) 1:20 70F8 MIN.EMBEDMENT TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATE BY OTHERS VyiNppYV g 114"MAX SHIM SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE 1800 SW 44TH AVE. omm MM.EDGE DIST. SEE TABLE 1 BY OTHERS 1900 S FLORIDA E. SEE TABLE 1 344174 IA"MA%SEALANT SEE TABLE 1 OCAWWW.CWS.CC SUBSTRATE BY OTHERS -- MIN.EDGE DIST- SEE TABLE 1 SEE TABLE 1 MIN,EMBEDMENT BY INSTALLER N SEALANT SEE TABLE 1 SEE TAAB ON ANCHOR PI�S3tIO PVC•^W IN IDEAN BVI vV INSIDE AND OUT IV MBEDMENT SEALANT BEHIND - BLE 1 IMPACT FLANGE BY INSTALLER 1/4"MAX,SHIM —'� ER SEALANT � F RIMETER SEALANTALLER INSTALLERND OUT o o 0 SIDE ANDOUTATION ANCHOR LuYWEALANT BEHINDLE 1 W � o Y r w ¢ m FLANGE BY INSTALLER T BEHIND INSTALLATION ANCHOR B HORIZONTAL SECTION C HORIZONTAL SECTION FIN BY INSTALLER Q SEE TABLE 1 B TYPAL JAMB ANCHOR AG 8 TYPICAL FIN ANCHORAGE a o V1 HEAD AND SILL SIMILAR FOR FM INSTALLATION JLm Dp, SEALANT BEHIND 114•MAX SHIM o U m ¢ FLANGE BY INSTALLER O PERIMETER SEALANT • • EW $ BY INSTALLER MIN,EMBEDMENT �••g• 1DREIry��,► INSIDE AND OUT SEE TABLE 1 -.G J �.......... •• F G •T P.�•�G E N g•.•¢ ii No SMI '�7s SUBSTRATE BY OTHERS SEE TABLET MIN,EDGE DIST. �S9LSTATE OF ik►i SEALANT UNDER SCREW A VERTICAL SECTION EE TABLE 1 �p��y� r ��; HEAD BY INSTALLER �B TYPICAL BIL ANCHORAG ••1 O R u'.. t TABLE 1:APPROVED INSTALLATION FASTENERS 0 41llMlS FRSE ANCHOR TYPE MIN.IffIlMOM LUCASA.TURNER,P.E. GE CONCRETE(20 K61 MIN.) 3116 ITW TAPOON 1-1/2" 1-1/8• FL PE#58201 14nLLOW 08 PERIMETER SEALANT 1239 JABARA AVE= GROUTFLLED CMU(117 POF MIN.) 3115 ITW TAPCON BY INSTALLER NORTH PORT,FL 34288 FLANGE CONCRETE(285 KSI MIN.) 3116'ELCO ULTRACON 1' 1• INSIDE AND OUT PH.941-380-1574 �1 HORIZ(XNTAL SECTION qN: FLANGE GROUT-FILLED CMU(ASTM C-90) 3/16"EL.CO ULTRACON 1-1/4' 2-1/2• 8 BOX FRAME INSTALLATION FLANGE 2X MIN,SOUTHERN PINE(G-0.55) VIG"ffWTAPOON 13/8• T/8" HEAD AND SILL SIMILAR FOR BOX INSTALLATION INSTALLATION DETAILS OR ELCO ULTRACON FLANGE 2XM9Y.SOUTHERN PINE(G=0.65) 810 WOOD SCREW 1-3/e' 718' FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE AWN BY: TE: FLANGE 16 GAUGE(0.060')MR STEEL STUD #10.16 HILTI KWIK•FLEXOR ITW FULL THREAD7/78• UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: ADE 05/05/07 (33 K61 YIELD MIN) TEKS SELF-DRILUNG SCREW THRU 0.060• 1/B'ALUM.(6083-T5 MIN.)OR 810 GRADE 5 SELF-TAPPING/ FULLTHREAD MIN.1/4•FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED 0: FLANGE 1/B'STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125' 711E INSIDE AND OUT,FULL PERIMETER,SY INSTALLER. CWS-159 D PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SHEET FIN 2X MIN,SOUTHERN PINE(0=0.55) 88 WOOD SCREW 1.1/2' 7/16" SHOWN FOR FLANGE WINDOWS. 1:2 eOFB Florida Building Code Online Pagel of Florida Departmead B=[tam I Log in user Registmiion f Hot Topics;I submit Surcharge I stats&Facts 1 -euwnudns I r�.stgy I BOOS SIN H-3j, I Lia-Z Scw,t,, 3usines 'rofessi t(n& 4, 17roduct Approval USER:Fiblic User Regulation Product Approval Menu>Product or Aoplicatlon Search>ftolicgti.n >Application DeW Fl-# FL16177-RS Application Type Revision Code Version 2014 Application Status Approved Comments Archived 1-1 Product Manufacturer Custom Window Systems Inc. Address/Phone/Emall 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 ekoss@cws.cc Authorized Signature Koss Erin ekoss@Lws.cc Technical Representative Erin Koss Address/Phone/Email 1900 SIN 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 ekoss@cws.cc Quality Assurance Representative Jay Lathrop Address/Phone/Emall 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 jlathrop@cws.cc Category Subcategory (ED Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 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 R Validation Checklist-Hardcopy Received Certificate of Independence FL16177 RI COI EvalRep CWS-5128(SH-8100,IMP.NoSillAnch).od Referenced Standard and Year(of Standard) Standard YME AAMAIWDMA/CSA/101/I.S.2/A440-08 2008 ASTM E1300-04 2004 ASTM E1886-05 2005 ASTM E1996-09 2009 PA TAS 201/202/203 1994 Equivalence of Product Standards Certified By h4://www.floridabuilding.org/pr/pr_app_4tl.aspx?param=wGEVXQwtDqvyf4ngAXhIOy... 6/24/2015 `' Florida Building Code Online Page 2 of 2 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/14/2015 Date Validated 04/21/2015 Date Pending FBC Approval 04/25/2015 Date Approved 06/22/2015 Summarif of Products FL# Model,Number or Name Description 16177.1 SH-8100 PVC Single Hung SH-8100 PVC Single Hung Impact Resistant window. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16177 RI II CWS-8128(SH-8100 IMP,NoSillAnch)odf 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 SH-8100 PVC Impact,no sill anchors required. FL16177 R1 AE DuPont PVB NOA 13-0129 27.pd Safety glazing required on outer lite above 30 ft.in HVHZ. FL16177 R1 AE EyalReD CWS-812B(S11-8100.IMP, Glass complies to ASTM E1300-04. NciSiIIAnch).Ddf FL16177 R1 AE Ouanex(Mlkron)NOA 12-1017 02 pdf Created by Independent Third Party:Yes aacic next Contact Us::1940 North Monroe Street.Tallahassee FL 3 399 Phone:850-487-1824 The State of Florida Is an AA(Wo employer.Coovrloht 2007-2011 Stare of Florida.::Privacy Statement_ ;: Under Florida law,emall addresses are public records.If you do not want your e-mag 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 confect 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 in emall address U 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 whlch can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please click Jl2M.. Product Approval AcW te: 99 F107 19 scrktrit w.rau-� http://www.floridabuilding.org/pr/pr_app dtl.aspx?parwn=wGEVXQwtDgvyf4ngAXhlOy... 6/24/2015 URNER1239 Jabara Ave. North Port,FL 34288 ENGINEERING& Ph. 941-380-1574 TCONSULTING, INC. FBPE C.O.A. #29779 Evaluation Report 812B April 18,2015 Product Description: Series 8100 PVC Single Hung,Large Missile Impact,51 718"x 613/4"unit size, +/-70 PSF,no anchors in sill Manufacturer: Custom Window Systems,Inc. 1900 SW 44'h 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 5o' Edition(2014)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-812B,signed and sealed by Lucas A.Turner,P.E. 3) Test Report NCTL-210-3815-1A,-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, 1996-02/04/06/09,and AAMA/WDMA/CSA IOl/I.S.2/A440-08 4) Supplemental Calculations to support CWS-812B,signed and sealed by Lucas A.Turner,P.E. Installation: Units must be installed according to approval document CWS-812B. Limitations of Use: This product: • May be used in O/X configuration in sizes and with max.glass DLO heights as shown in CWS- 812B Is impact resistant and does not require the use of shutters May be used in the High Velocity Hurricane Zone • Requires 7/8"insulating Glass consisting of 1/8 Annealed or Tempered outboard lite(Tempered required above 30 ft in HVHZ) —Air—5/16 Laminated(1/8Ann-.090PVB-1/8Ann) inboard lite • Requires Dupont PVB Interlayer per Miami-Dade N.O.A. 13-0129.27, • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A. 12-1017.021 I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the 5ffi Ed.(2014)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. +��iL1111111J►�+.R -4 No 58201 ;�I Lo *; * 4/18/2015 n: .1rx' Lucas A. Turner,P.E. IM M� STAa£ �� :r��'�' FL PE#58201 ,1.1;' .......9'�s, �4``' Lucas A. Turner 2015-04-18 22:20-04:00 SINGLE HUNG - LARGE MISSILE IMPACT GENERALNOTES: THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT S 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 N ASTM E 1998 PER THE FBC. WWW.CWS.CC 2.GLAZING OPTIONS:(SEE SHEET 2) s3 118'MAX OVERALL FLANGE WIDTH 3.CONFIGURATIONS:'Onr. 8100 PVC F-51718'MAX UNITWIDTH— SINGLE HUNG 4711116•GLASS DLO 4.DESIGN PRESSURE RATING: IMP/1y -NEGATIVE DESIGN LOADS BASF ON,TESTED PRESSURE AND GLASS TABLES ASTM E-1300-D4• A -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE-WATER INFILTRATION TEST PRESSURE AND GLASS TABLES �1 ASTM E-1300-04. 63' _ __ 5.ANCHORAGE:THE 33113%STRESS INCREASE HAS NOT BEEN USED MAX, IN THE DESIGN OF THIS PRODUCT.SEE SHEET FOR ANCHOR Ys F OFLVMEIGe Ir 0z DETAILS.WINDLOAD OURAT10N FACTOR Cd-1.6 WAS USED FOR WOOD p m HEIGHTIF ANCHOR CALCULATIONS. B O ; B OLABS'6. S.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE Wi a O DLO NOT REQUIRED. d v_1 f I 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT LU O CrCr �X" I I I USED AT FIXED MEETING RAIL AND JAMB. a a UNIT In SERIES/MODEL DESIGNATION SH-8100. I-" HEIGHT yg+ � 9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: o X=OPERABLE SASH,O-FIXED SASH 303119'X. I 10.SECTION CALLOUTS APPLY TO ALL ELEVATION IN A SIMILAR m d Z SASH I GLASS LOCATION, HEIGHT X I 6 bL0 11.EXTERNAL WEEP SLOT=114'x 1-114"LOCATED 4•FROM BOTH ENDS. f.�6E It1 GRy.,� NO 58101 y3 F�: LI Lucas A. Q% srarE of �w0 - Tumer %,;*-,c r r��. s - -- A -- 2015-04-11 ''y,F�s,°R t'o t, 15:15.04:00 4,,ol;;A 1141% 451f1S GLASS DLO ,z�. 48 M' 4/11/2015 MAX.SASH WIDTH LUCAS A.TURNER,P,E. FL PE 9 58201 1239 JA13ARA AVE NORTH PORT,FL 34288 P14.941-380-1574 SHEET DESCRIPim: GENERAL NOTES AND TABLE OF CONTENTS ELEVATIONS GENERAL NOTE58EIJ VATIONS.....1 DESIGN PRESSURE GLAZING DETAIL................................2 MAX. UNIT SIZE IMPACT RATING BAT 08/18/12 SECTION VIEWS.................................3 RATING R: A •W EXTRUSIONS 8 B.O.M........................4 ANCHOR SCHEDULE&NOTES,...,....5 51-7/8"x 61-3/4" +/-70 l LARGE MISSILE IMPACT cwS-812 8 INSTALLATION DETAILS..................6 SHEET 1:15 1 OF 6 WIN�SYSTEMW 1900 SW 44TH AVE. OCALA,FLORIDA 34474 www.cws.cc 8100 PVC SINGLE HUNG IMPACT Ip N_ O� � �C r 718"OVERALL INSULATED GLASS 716'OVERALL INSULATED GLASS m 1B"ANNEALED OR TEMPERED 1/8"ANNEALED ORTEMPERED Z 7718"AIRSPACE 7/10"AIRSPACE 5118"LAMINATED GLASS 511 B"LAMINATED GLASS p z m 1t6'ANNEALED 1/8'ANNEALED a 9L C .090"PVS INTERLAYER BY DUPONT -OW PVH INTERLAYER BY DUPONT w rQ� & U8"ANNEALED 11W ANNEALED c,? DURASEAL BY TRUSEAL �DURASTEAL9EALPURFECT GLAZE'H'OR SIKAFLEX 552 4 i'OR SIKAFLEX 552 m G Z i I " CIREby"��i 14 TE 1!2'GLASS 1LASS 1*�Gp�r1,.�,bBN � .pyri ?4 q- "Jr: No 58201 1 39 STATE OF ."W,r 10 5�lio •�� SASH LITE 4111/2015 FIXED LITE LUCAS A.TURNER,P.E. FL PE#58201 1239 JASARA AVE. NORTH PORT,FL34288 PH.941-380-1574 1 TD SCp GLAZING DETAILS D . BAT 06/18112 Dwo A: REV.: CWS-812 B SHEET 1:1 2OF6 iNTERiOR ��tY5��"[5 LL%i 1900 SW 44TH AVE. OCALA,FLORIDA 34474 W W W.CWS,CC 1AD 81W PVC SINGLE HUNG IMPACT 3 1 w [Dm SECTION B-B z NOTE:LEFT SIDE SHOWS FDIED SECTION VIEW, w RIGHT SIDE SHOWS SASH SECTION VIEW. e N w d d 7 W a d maz ^1�. ; WTERIOR ,��»nusjry No 58201 *S 7t Z*3 GO't STATE oP �Vil leftist 4/11/2015 yo, LUCAS A.TURNER,P.E. FL PE#88201 1235 JABARA AVE. NORTH PORT,FL 34288 PH.841-380-1574 SH T D PTION: SECTION VIEWS SECTION A-A DRAWN BYDATE: BAT 06/18/12 DWO u: REV- CWS-812 B NOTE: ITEMS NOT SHOWN FOR CLARITY: sme 20,25-26,36-37,44,51-52,55-56,84,67-SB SHEET 1:2 301`6 pARt5 LIST FRAME O 1 REM PAIRtI DESCBIPRON VENDOR MATERIAL 3118' CONSCONSTRUCTIONUCTIUCT10N 1 H-6031 Mairt Fr.,SH,w/Rg.,PVC Head Mikron vial 2 H-S= Main Fr.,SH,wiFl .,PVC,SIII Mikron Vinyl t 75116, WINDOW SYSTEMS 3 H-6031 Main Fr.,SH,wIFl .,PVC L.Jb. Mucron Vinyl 1 +'—23/76 1900 SW 44TH AVE. 4 H3D31 aln Fr.,SH,W/Flg.,PVC,R.Jb. MQaon Vinyl 3 6 OCALA,FLORIDA 34474 6 S-7577 M ect mark Alum to WWW.CWS,CC 8 H•6027 Sash Moat.Rab,PVC Mucron Vinyl 211116" 4 1 rAl. 1 5f8" 9 •1497 Remi.Bottashom Meet.Reil Keymark Alum 7176^ fns CORNER WELD 8��PVC 10 H-6028 Sash Bottom Aflll,AVC Mkron Vinyl (ALL DIbEE 12 H-5004 Sash Slde/T Bot.Rall Mkron Vinyl t.s SINGLE HUNG 13 5-1498 Iz. S.B-RJS.S.R PVC FRAME FLANGE-8031 PVC SASH BIM,RAIL-6028 PVC SASH TOP RAIL-6027 IMPACT 14 S�i064 G .Bd.,7/B' MAcran Nitryl 18 5-6013 Scm.Ad t., ,PVC,Hord, Mkron Vicryl K_) N 19 6014 Scm.Ad . PVC,Vert, Mkron Vinyl t 112• 20 58029 Sash Stop/Filler,PVC,Vert. Mkron VI 1 �fiw 23 H-1699 Reinforcement,SBR Keymark Alum 7/6• 13/15' 8 0 24 P-2190 Balance30BSI 9/16, t 1 .H�f 25 P59 Sash Cam,PVC BSI Plastic film m 26 P3046 Take Out ClipBSI SS r7 t/10 15ca' 2 7!8'• 7116" Foo D MEETING RAIL 27 P3783 Lock,Int ,PVC Interlock SCREWED TOGETHER WITH v Z 1/16'28 m X069 Kee OUTERFRAME Keeper,Impact,PVC Interlock Zantac 1:6a 30 P3215 Weep Cover w/FI Gaer Plastic REINF.,IMPACT HOOK-1112 32 P•3429 Wst .,0270 x.187 back FinSeal,Gra Ultratab yy PVC SASH SIDE RAIL-6004 FIXED RAIL-1636 w O W 37 P4638 718 x 2-1/2 PH Mod Truss,Type A,TEK 2 Fasten! Steel 38 P3768 t!8 x 0.625 Ph PH SMS Hub city Steel 7 5/16' 9/15' g 39 4051 W 118 x 1.250 Ph FH TEK, Hub Ci teal 511 S. 7 718'3/ w 40 P4264W 88 x 3/4 FH PH wl116 Head,TEK, Hub C' Steel I I} rt o 44 P3342 Seem Sealer,SM-5504 Schnee 718• w 75/16' m d O Eza 45 P3752 Ca PIU ,1/2"Hole 6M Nylon �--Vt6" �� T �� z 47 P3438 SOcaflax 552 or Purfecl Glaze'H" Sika/Henkel atUmssg44 48 P3352 Set.BIk.,85Dur.,1/8'x5/B'x2' F.Lowe RubberPVC SASH STOP-6025 PVC SCREEN CATCH-6013 PVC FIXED RAIL COVER-6063 PVC SCREEN SUPPORT-6014 r044�OREpy�ii♦♦ 51 P-3881 Temporary I.INFRCJD • 52 P-3613 CWS Lbl.Pogo) Pro Label4'Gp`..��GENg�4�Q,y♦♦ 53 Sash SEE SHEET2 GLASS 3/7s° 3/a t/a• I. L.a_ Ne $8201 ? fly 54 Fix SEE SHEET 2 G SS �--i � I 7 58 P3281 S cer Duraseal �T ISE 1/is, 1" 9 WI' t%•a: :¢� 62 P3218 Screen Freme,Hodz. Allmetal Aum r � L '9; STATE OF r rrf� 63 P32t0 Screen Frame,Vett. Allmetal Aum REINF.S.B.RdS.S.R.-1498 REINF. DTM RAIL-1689 REINF.TOP RAIL-1497 PVC GLAZING BEAD-6064 �,y♦A�.��,Q R�9l;.�� 64 P-3321 Screen Frame Corner Key Allmetal Plastic ♦♦'♦SB�ONAV�aO,, 65 P-3581 Screen Cloth,iB x 16 Fiberglass Bettervue lRbarglass r/rh�na�afaa 66 P-3228 Screen spline,.155 Dia.,Blk. Daps Vinyl 67 P-3029 I Screen Pull Tab Summ6 Alum 68 P-W33 Screen S do ,SS Fl.Screen SS 4/11/2015 70 P3113 crewSuppOR for PVC T.Plastics Ion LUCAS A.TURNER,P.E. 71 H-1835 Alum.Flxed Rall Keymark Alum 0 yts. FL PE tr 58201 72 S-s063 Cover,Fixed TO Mkmn Vinyl r= O 1239 JABARA AVE- 73 S-1112 Reinforcement,Impact Hook KeymaRc Alum NORTH PORT,FL 34288 74 P•3 441 48 x 1/2',Pan Head,TEK Festenfll Stsel PH.941-380-1574 1 5116" 1�" oESO71P7 : LINE ITEMS NOT USED: s' 3/187 b,7,11,15 17,21-22,29,3t,53 38,41 43,46,4830,65,57 61,69 � I� 3 -I BOM AND EXTRUSIONS r r SCREW SUPPORT-3113 DRAWN BY- mwr' IMPACT HOOK BAT 06/18/12 5-1577R; .- CWS-812 B NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-TS UNLESS OTHERWISE NOTED. SHEET 1:2 40F6 WI 6-NWx.(TYP.) —►F-n•MAX.O.C.(1YP-) 1900 SW 44TH AVE. e.MAX.(TYR) ' ) OCALA,FLORIDA 34474 -- __ -- WWW.CWS.CC SEE NOTE 2 8100 PVC 1 MAX.D.C. SINGLE HUNG ITY r a INSTALLATION IMPACT ANCHOR(TYF) Iq N 1 i � 1 1 4"(TYP.)J: I t CJ N Ca O i01�t2' /1 w Q MAX.O.C. o (IYP) I 12U I to I Q 1 � t� 4'cm) — -- __ m C Z 4"(TVR) NO ANCHORS REQUIRED IN SILL�l �,45 ' £Nw ANCHOR LAYOUT(FLANGE) `x°70 +"He SM .Tv" � NOTES: STATE OF 1.4Ui` fiG�FN: 2.SHIMALL ONE ANCHOR AS REO AT EACH ANSTALLATION T EACH ANCHOR UTION SING LOAD BEARING SHIMTION.NO ANCHORS S.UIRED IN SILL MAX ALLOWABLE SHIM STACK TO BE i/4'. USE SHIMS WHERE SPACE GREATER THAN 1116"IS PRESENT. LOAD BEARING SHIMS SHALL BE �ONAp �P`�, CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. `1;7-1 3,ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS SEE TABLE 1,SHEET S. 4111/2015 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, 39 SBWI JA�BARA A 1239 A 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 PORT,FL 34285 SPECIFIED N TABLE 1,SHEET 6. PH.94150-1574 S.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETFICMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE. SHEET DESCR w : INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1 X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. ANCHOR SCHEDULE AND INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF I 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 DV` BAT 08/18/12 S.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEETTHE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET6.CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CW OW&812 B 9.SEALING AND FOR OVERALL WATER REStSTANCE OF INSTALLATION SHALL EDONE BY OTHERS FOLLOWING RENTVERSON OF THE REFERENCE DOCUMENTS: SHEET FMA/ MIO FIN WINDOWS), 200(FLANGE WINDOWS), FMAANDMA2W(BOXNDOWS FMA/AAMAAVDMEXTERIOR DOORS) 1:15 50F6 TYPICAL HEAD ANCHORAGE MIN.EMBEDMENT,,, SEE TABLE 1 SUBSTRATE MIN.EDGE DIST. BY OTHERS 1900 SW 44TH AVE. SEE TABLE 1 114'MAX.SHIM SEE TABLE 1 OCAIA,FLORIDA 34474 SUBSTRATE BY OTHERS W W W.CWS.CO SEE TABLE 1 M8 , SEE TABLE 1 MIN.EDGE DIST. B�IQQ PVCs PERIMETER SEALANT SEETABLEI BY INSTALLER SINGLE HUNG INSIDE AND OUT NSTALLATION ANCHOR SEALANTBEHIND ' SEE TABLEI IMPACT FLANGE BY INSTALLER 114,MAX.SHIM IR! N QO PERIMETERSEALANT x } IVY INSTALLER W is INSIDE AND OUT INSTALLATION ANCHOR SEETABLE 1SEALANT BEHIND z ,r�•�.■ OE BY 0d5TALLER °' p 0 a + G7 B HORIZONTAL SECTION CONTINUOUS DOUBLE SMS"BEADS OF 6 TYPICAL JAMB ANCHORAGE {,V W TREMGLAZE U1600 SEALANT AROUND f1 S tz PERIMETER AT ALL INDICATED POINTS BETWEEN PRAME AND BUCK BY INSTALLER. , It 0 U 114"MAX SHIM 592 ul SEALANT BEHIND 01- FLANGE BY INSTALLER W Q Z PERIMETER SEALANT MIN.EMBEDMENT t�tttt�DREW t�4si� BY INSTALLER SEE TABLE 1 ttt P�;°+..+.,T Q INSIDE AND OUT tJcjj�ptOEN.4 z,: No 58201A SUBSTRATE BY OTHERS ' SEE TABLE 1 MIN.EDGE DIST +p STATE OF SEE TABLE 1 -O: "fid' A VERTICAL SECTION y�„p�,A` VI.. 6 TYPICAL SILL ANCHORAGE �s i� °. 0 it I, •Jf?t"+tt� I s�s'ii$yONAt. �l�pt � 4I 11/2016 TABLE 1:APPROVED INSTALLATION FASTENERS LUCAS A.TURNER,P.E. SUBSTRATETYPE ANCRORTYPE MIN.EMBEDMENT MIN.EDGE DIST. FL 01 PERIMETER SEALANT 1239 JABARAABARA AVE. CONCRETE(2.0 KSI MIN.) 311W RW TAPCON 1-11P T-t18' BY INSTALLER NORTH PORT,FL 34288 HOLLOW OR GROUT LED CMU(117 PCF MIN,) 3118'[TW TAPCON 1° 2" INSIDE AND OUT PH.941-380 1574 FIL �C1 HORtZONTAt SECTION CONCRETE(2.85 KSI MIN.) 3118°ELCO ULTRACON 1° 1" 6 BOX FRAME INSTALLATION E SCRI GROUT FU ED CMU(ASTM C-90) 3118"ELCO ULTRACON 1-114" 2-11Z' HEAD AND BILL SIMILAR FOR BOX INSTALLATION 3/18'ILW TA INSTALLATION DETAILS 2X MIN,SOUTHERN PPIE(G-0.55) OR ELULTRAOON t-ste 718" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, 2X MR SOUTHERN PINE(G-0.65) #10 WOOD SCREW 1.818 7B° UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: DRAWN B' 16 GAUGE(0.060°)MIN STEEL STUD #10.16 HILT)KWIK+I.EXOR rt41/ FULLTHREAD BAT 0611$/12 KSI YIELD M TEKS SELF-DRIU-M SCREW THRU 0.080° 7118° MIN. E FILLET OF LL PERIMETER. ADE I5 APPLIED rnvL16; vs (J3 iN} INSIDE AND OUT,FULL PERIMETER,BY TNSTAILER, CWS-$12 B 118'ALUM.(60M-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING I FULL THREAD 711W PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS 118'STEEL(33 KSI MRS) DRILLING SCREW THRU 0.128' SHOWN FOR FLANGE WINDOWS, 1 SHEET $OF6 Florida Building Code Online Page 1 of 3 ( i ca t1en�r ntp�(, Has Homo Login User Registratlon Hot7op'ics!l SubrM Surcharge I Stats&FadS I rubi ams FIY.Sm f <!1 r-4-4H--D u:x f cart n UuJ'�I^�r�i�J°°eJgge�J Product Approval Professional e' MR:Fubyc User Regulation p1gQyM(+ooroyai Menu>RtodtM or Application sawrch>Aoolimttnn Ust>Application Detail FL FL5823-R6 —` Application Type Revision Code Version 2014 Application Status Approved Comments 04/16/2015 Archived ❑ Product Manufacturer Custom Window Systems Inc. Address/Phone/Emali 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 ekoss*cws.cc Authorized Signature Koss Erin ekoss@cws.cc Technical Representative Erin Koss Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 ekoss@cws.cc Quality Assurance Representative Say Lathrop Address/Phone/Email 1900 SW 44th Ave, Ocala,FL 34474 (352)368-6922 Ext 291 )lathrop@cws.cc Category (Single ndows Subcategory Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Thi 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 R Validation Checidist-Hardcopy Received Certificate of Independence FL5823 R6 COI FvaiReo CWS-1550(SH-8100 impact),pd Referenced Standard and Year(of standard) Standard Year t AAMAJWDMA/CSA/101/I.S.2/A440-05 2005 ASTM E1300-04 2004 ASTM E1886-02 2002 ASTM E1886-05 2005 ASTM E1996-02 2002 ASTM E1996-05 2005 PA(TAS 201/202/203 1994 i http://www.floridabuilding.org/prJpr_app dtl.aspx?param=wGEVXQwtDgvMdF6zR4iHL... 6/24/2015 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 Date Submitted 04/14/2015 Date Validated 04/21/2015 Date Pending FBC Approval 04/25/2015 Date Approved 06/23/2015 Summaof 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 R6 II CWS-155C(SH-8100 Impact)odf 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 FLSB23 R6 AE DWPont PVB NOA 13-0129 27 and DP.Outer lite in I.G.must be safety glazed when used FL5823 R6 AF EvalRep -1550 H- above 30 R.in HVHZ.Glass complies to ASTM E3300-04. FL5823 R6 AE Ouanex(Mikron)NOA 12-1017 02 odf Created by Independent Third Party:Yes 5823.2 SH-8100 Cont.Hd.&Sill SH-8100 Cont. Hd.&Sill(double Single Hung),Impact,74 1/B"x 63". Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL5823 R6 II CWS-4408(SH-8100.IMP 7063 Approved for use outside HVHZ:Yes CONTHDSL).DdF Impact Resistant:Yes Verified By: Lucas A.Turner 58201 Design Pressure:N/A Created by Independent Third Party.Yes Other:Max,unit size 72-7/8"x 61-3/4".Outer lite In I.G. Evaluation Reports must be safety glazed when used above 30 ft.In HVHZ. FL5823 R6 AE DuEont PVB NQA 13-0129 Glass complies to ASTM E1300-04. FL5823 R6 AE EvalRen CWS-4408(SH-8100 IMP 7063, CONTHOSL).odf FL5023 R6 AE Quanex(Mlkron)NOA 12-1017 02.odf Created by Independent Third Party:Yes 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 R6 II CWS-491B(SH-8100,IMP.7402 Approved for use outside HVHZ:Yes CONTHDSL)pd Impact Resistant:Yes Verified By:Lucas A.Turner 58201 Design Pressure:+67.5/-67.5 Created by Independent Third Party:Yes Other:Large Missile,DP-+/-67.5 psf,Max.size 74-1/8" Evaluation Reports x 72".Outer lite in I.G.must be safety glazed when used FI AE DuPont PVB NOA 11-012927. pd above 30 ft,in HVHZ.Glass complies to ASTM E1300-04, FLS823 R6 AE EvalRepCW$-491D 74x72, CO NTH DSL).Ddf FL5823 R6 AE Ouanex(Mikron)NOA 12-1017 02 odf Created by Independent Third Party:Yes 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 R6 II CWS-2950(SH-8100,IMP.52r96)_D 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,52"x 96"w/5 HI sash,+/-67.5 psf. FL5823 R6 AE DuPont PVD NOA 1 -01 29 27.pdr Outer lite In I.G.must be safety glazed when used above 30 FL5823 6 AE DuPontSGP NOA 1 -0624 02. d i ft.In HVHZ.Glass complies to ASTM E1300-04. FL5823 R6 AE Ev e CW -7 C tCW-Qlnn TM. 52x96).odf i FL5823 R6 AE Ouanex(Mikron)NOA 12-1017 02 odf + Created by Independent Third Party: Yes KE N® I I http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvMdF6zR4iHL... 6/24/2015 Florida Building Cade Online Page 3 of 3 • Contact Us;; 850-487-1824 The State of Florida Is an AA/EEO employer.Ceavrtaht 2007-2013 Smote of Florida.::Pjb=StqteMC n AmessIblllty Statement:; 8t Under Florida law,email addresses are public records.If you do not want your e-mail address released In ngwnse to a public-records request,do not Send electronic mail to this entity.Instead,contact the office by phone or by tradtlonal mat.It you have any gosetlons,please contact 850.4&7.1395.'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 H they have one.The smalls provided may be used foroflicial communication with the licensee.However email addresses are public record.11 you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the publtc To determine if you are a licensee under Chapter 455,FS.,please dick helE.. Product Approval Accepts: W IGNOW RR E stxvrl , I i http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvMdF6zR4iHL... 6/24/2015 URNER 1239 Jabara Ave. North Port,FL 34288 ENGINEERING& Ph.941-380-1574 TCONSULTING,INC. FBPE C.O.A.#29779 Evaluation Report 491B April 18,2015 Product Description: Series 8100 PVC Single Hung Window,Large Missile Impact, Continuous Head and Sill,twin configuration with integral mullion, 741/8"x 72"unit size (36 3/8"max. single unit width),75 3/8"x 73 1/4"flange size,with 1/8(Ann or Temp)—Air- 1/8-.090PVB-1/8 glass Manufacturer: Custom Window Systems, Inc. 1900 SW 40 Ave, Ocala,FL 34474 Statement of Compliance: This report evaluates the above-Iisted product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the requirements of the 5h Edition(2014)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 CWS491B, signed and sealed by Lucas A.Turner,P.E. 3) Test Report NCTL-210-3621-1,-lA,-2,-2A,National Certified Testing Laboratories, Orlando,FL, signed and sealed by Gerard J.Ferrara,P.E. a. Testing Performed: TAS 201/202/203 1994,including impact at midspan of integral mullion. AAMA/WDMA/CSA 101/I.S.2/A440-05. ASTM E1886/1996- 05,including impact at midspan of integral mullion 4) Supplemental Calculations to support CWS-491B, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS-491B. Limitations of Use: This product: • May be used in twin unit configuration O/X—integral mullion—O/X with continuous head and sill in sizes up to 74 1/8"x 72"unit size (36 3/8"max. single unit width), 75 3/8"x 73 1/4"flange size,with max.glass daylight heights of 31 15/16"on the fixed panel and 32"on the sash Achieves a max.design pressure of+67.5/-67.5 psf Is impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone Requires 1/8 outboard(Annealed or Tempered,Tempered required above 30 ft in HVHZ) —Air—118Ann-.090PVB-1/8Ann glass minimum i s X�t� a�,ir�t� +� REIV ■ • No 58201 Z� Page 1 oft ; STATE F 4/18/2015 '��.c►•.,� q.;;�',+• Lucas A. Turner,P.E. Lucas A.20 5-04-18 rner � � ,p q 1 ++ FL PE#58201 .... 22:16-04:00 `r Limitations of Use,cont'd: • Requires Dupont PVB Interlayer per Miami-Dade NOA 13-0129.271 • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade NOA 12-1017.021 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 5h Ed.(2014)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 '.�t No 58201 Page 2 of 2 4/18/2015 e ar ; A i STATS OF ;-404 Lucas A.Turner,P.E. 1 .00 "` FL PE#58201 t/ OR i .•.....••. i 40+111111110 SINGLE HUNG - LARGE MISSILE IMPACT QENERALNOTES: 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED yylNppryy yMS TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT 190D SW 44TH AVE. EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE NVF Z)AND OCALA E. 75 318'MAX FLANGE WIDTH IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED W W LA,FLORIDAFLORI IN ASTM E 1996 PER THE FBC. 34474 74 IMP MAX,UNIT WIDTH 2 GLAZING OPTIONS_(SEE SHEET 2) 8100 PVC NIT WIDTH 383!8'MAX SINGLE U 23116. A 3.CONFIGURATIONS:'CIX-Orn'. G SINGLE HUNG ______ 4.DESIGN PRESSURE RATING: —___ ——— -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND IMPACT GLASS TABLES ASTM E-1900-04. -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER u� r MAX I INFILTRATION TEST PRESSURE AND GLASS TABLES HFLANGE EIGHT ASTM E-1300-04. o B I 5.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED B IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR 1i- y G3tASS pL0 I O O I I DETAILS WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD w F m ANCHOR CALCULATIONS. I fn I I v z 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE72- LL O MA NOT REQUIRED. THE IMPACT ROTARY LOCKS ARE INTENDED TO BE a o u) UNIT I LEFT UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT, $ Z I j HEIGHT BUT MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS a a G D: AND FLYING DEBRIS. c o 'L I 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT U USED AT FIXED MEETING RAIL,INTERNAL MULL ENDS AND JAMBS. Co I B o 5 8.SERIES/MODEL DESIGNATION 61+6100 CONTINUOUS FRAME. m ¢ Z C 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: XX I I 6 35 sn5 X=OPERABLE SASH.O=FIXED SASH GLASS DLO I I D MAX �� P,..•••.. 8 SA GHT 10.SEC-nON ALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR �yy0,j•��GE111�q Ne SB201 �� 11.EXTERNAL WEEP SLOT-1/4'x 1-1/4'LOCATED 4'FROM BOTH ENDS. 2*: �; k 4 F C "p' STAtE Ofwd C a Lucas A.Turner KT)- A 2015-04-11 15:0&04:00 GLAD DLO MAX SA3 SHH w°TH 4/1112015 LUCAS A.TURNER,P.E. FL PE S 56201 1239 JABARA AVE NORTH PORT,FL 34268 PH.941-380-1574 SHEETDESC GENERAL NOTES AND TABLE OF CONTENTS PRESSURE ELEVATIONS GENERAL NOTES 6 ELEVATIONS,-..1 QRjjDESIGN IMPACT RATING °GLAZING DETAIL...............................2 RATING ADE 10/30/09 SECTIONVIEWS.................................3 a:EXTRUSIONS&B.O.M........................4 +- LARGE MISSILE IMPACT CWS-491 B ANCHOR SCHEDULE&NOTE...........6 tI-67.5 PSF SHEET INSTALLATION DETAILS....................6 1:1 1OF8 w1mowsom 1900 SW 44TH AVE. OCALA,FLORIDA 34474 wwwlcws.cc 8100 PVC SINGLE HUNG IMPACT 719"OVERALL INSULATED GLASS 7Ar OVERALL INSULATED GLASS lia'ANNEALED OR TEMPERED _118°ANNEALED OR TEMPERED 5 7/16"AIRSPACE —7116'AIRSPACE 6118'LAMINATED GLASS —Stir LAMINATED GLASS LU —1/8"ANNEALED —118"ANNEALED NLU ~ m to g z D90 PVB INTERLAYER BY DUPONT NO PVB INTERLAYER BY DUPONT a ANNEALED Ifir ANNEALED DURASEALBYTRUSEAL DURASEAL BY TRUSEAL tr PURFECT GLAZF'W OR SIKAFLEX 552 PURFECT GLAZE WOR SIKAFLEX 552 cc 4Ilr GLASS BITE Ire GLASS SITE 9 t0 < 0 z J Sam %,A :dr • STATE OF 4�,40 BASH LITE %0, p. f ;v� 1,j�.Al XED LITE -;,;A'�4 OR v Fk- 4"i,,IONA, ofifittivis .7-Z 411112016 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE.. NORTHPORT,FL 34289 PH.941-380-1574 SH Wr DESMIKKON: GLAZING DETAIL DRAWN BY: DATE: ADE 10/30/09 DWTW—. REV.. CWS-491 B SCALC' SHEET 2 O 8 w`y�s�YsrEwls a 1900 SW 44TH AVE. OCALA,FLORIDA 34474 www.CwS.CC 8100 PVC ' SINGLE HUNG o IMPACT Y u- a SECTION VIEW B-B F d! v o y 7 R n Z w w 9 R p Q n34Z 44>� ��3Gf•ti F•tiZ�: No 58209 ,73 �CS� STATE OF � + �i��i4•ti0 W 19t'Q��r~ imp ca r jo 4/11/2015 O LUCAS A.TURNER,P.E. FL PE#53201 2 p 1239 JABARA AVE. 0 6 NORTH PORT, T,FL 74 88 2 9 3 SCAIATION: SECTION VIEWS SECTION VIEW A-A SECTION VIEW C-0 DRAWN I3: D T ALTERNATE FIN FRAME ADE 10/30!09 WDfi .. ITEMS NOT SHOWN FOR CLARITY: CWS-491 B 6,15,18,25,32 42,45,48 SCALE: SHEET 1:2 3OF6 PARTS LIST f°BANE COpNER ITEM PART# DESCRIPTION VENDOR MATERIAL 31/a•� CONSTRUCTION \��C1t3�1tLlWllrlfi 1 H-6031 Frame Head,FI Mikrort Vinyl 6 WINDOW SYSTEMS 2 H-6031 Frame Sill,Fig, Mkron Vinyl 3 H-6031 Frame Jamb,FI Mlkron Vinyl t 1900 SW 44TH AVE. OCALA,FLORIDA 34474 4 H-6031 haemal Fr.,Jb. Mlkron Vinyl 2 WWw.CWS.CC 5 H-6026 Frame,Fin Mikmn Vt I 3 6 S-6025 Sash Stop/Flller Mlkron Vinyl 21LFiiu- 4 3oil s- 1rr6 7 H-1836 Alum.Fixed Meet.Rail Keymark Alum1116' CORNER WELD gi�PSC 8 H-W27 Sash To Rail Mlkron Vicryl (ALLSIIDES) SINGLE HUNG 9 H-1497 Reirdarcement for STR Keymark Alum t. ,. IMPACT 10 H-6028 Sash Bottom Rail Mlkron Vicryl PVC FRAME FLANGE-9831 11 H-1699 Reinforcement for SBR Keymark Alum PVC FRAME FIN-6026 . 12 14-6004 Sash Side Rail Mikron Vinyl 13 S-1498 Reinforcement for SSR Keymark Alum t 15118° g o 14 S-6064 Glazing Bead Mlkron Vin 1 13Its••� 23118" Vinyl ��-- 15 P-3059 Sash Cam M&M PlasticWills is P4479 Weep Housing&Flap Assm. M&M PlBstiC 16/e• flxED MEETWG RAIL17 Bktck$Tackle Balance Caktwell Steel 518" 6C FIX ED TOGETHER IL Z18 P-3295 Take Out ClipSumrnk esl • q 1116° 111 OUTERFRAME O 19 Sash SEE SHEET-2 CARDINAL GLASS Ice o CO 20 Fixed SEE SHEET 2 CARDINAL GLASS PVC SASH SIDE RAIL-6004 PVC SASH BTM.RAIL8828 PVC SASH MTG.RAIL-0027 21 P-3429 Wstp.,0.270 x 0.187 back FinSeal UltraFAB Ion P a 22 P-4638 #8 x 2.112 PH Mod.Truss,Type A, Faetenal Sigel W w 23 #10 x 1 1/2"Panhead SMS Fastenal Steel 215118"-- -{ 1 112" ¢ a ccy 24 Flat Washer Fastenal Steel II+ Tf 7 t alar wts c 25 56014 Screen Support Mlkron Vinyl 26 5.6013 Screen Catch Mlkron Vinyl ,14• 218- 1/18' 13118" 6 1 5119" 27 S-6063 Fixed Rail Ctmr Mikron Vinyl 3178• �Neampr� 28 P-3113 Screw Support,PVC Team Plastics Rubber �— vte" 045 ,�•��P 1]REW T!,r-, 29 P-3352 Set.Rik.1/8"x 518'x 2" Frank Lowe Rubbero,Q�•'�cEnt&'••. ii PVC SASH STOP-6025 PVC FXD RAIL COVER-8863 e G f V F ."Y• INTERNAL MULL BAR-1736 WIG RAIL-1836 ter' Ne 5820130 S1B Mulltlar Cow Mlkron Vinyl J :; y 31 P-3767 #10 x 1 Hex Head Tek Fastenal Steel *t 32 P-3342 Seam Sealer,SM-5504 Schnee ys 33 SlkaFlex 552 or Purled Glaze"H" Sika/Henkel 311c 514" sB° 514• 114° ��-s STATE of �4u 34 P-4541 #8 x 1/2 Flat Tek Fastenal Steel 14 �•+`••ti� P Z�S 35 P-0051 98 x 1 114"PH Flat Tek Fastenal Steel 1 L1i 6" 1ti<� 1116° Ira- ONAL��`, 36 P-3783 Lock Interlock Steel 1118 37 P-4069 Keeper Interlock Steel REINF.S.S-R-i498 REINF.S.T.R.-1497 REWF.S.B.R.-1699 PVC MAZEBEA0.6064 38 P-4264 #8 x 314°PH Flat w/#6 Head Fastenal Steel 4!11!2015 39 P•3752 Hole Plug M&M Plastic 40 P 1.%9 148 x 318°PH Pan Tak Fastenal Steel1 Ire^` ill' LUCAS A.TURNER,P.E. 5116" I 117' 1118" 5116, 41 141736 IrltemalMullbar Keymark Alum I�-3" FL PE#58201--� 1239JAHARAAVE. 44 P-3218 Screen frame ALL Metal Alum Q NORTH PORT,FL 34288 45 P-3321 IScreen Comer Key ALL Metal Plastic T ills• 1/ts PH.941-380-1574 SCREW SUPPORT-3173 46 P-3228 IScraenWine DAPA Rubber PVC SCREEN SUPPORT-6014 PVC SCREEN CATCH-6013 SREETDESCR i 47 P-3033 I Screen Spring FLA Screen Steel 48 P-3029 I Screen Puff tab Summit Alum BOM AND EXTRUSIONS 49 Screen Material NY Wire Fiberglass a1/_ 50 P-4959 Ws .,0.420 x 0.187 back UftraFAB Nylon ADE 10/30/09 51 P-3541 #8 x 112,Pan Head,Tek Fastenal Steel 52 P4632 Sweep Lock Sullhran DINUT " 53 P-4633 Binding Post and Screw Sullivan LINE ITEMS NOT USED: CWS491 B 54 P-3118 Keeper 3uA 42-43 NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. s SHEET 1:2 40F6 +o Ila-MAX o.c.(tYP.) ¢ �y�j�frrctll�.m 8'MAX(TYP.) 4"MAX O.C.gyp.) W MAX O.C.(TYP.) � � WINI30W SY$�EM$ 6-MAX(TYP.) 3'MAX O.G.(TYP.) 4 THRU FRAME ANCHOR ITYP.) ° 1900 SW 447H AVE, 3'MAX O.C.(TYP.) e'MAX(TYP.) DETAILA OCALA,FLORIDA 34474 4"MAX,(TIP.) WWW.CWS.CC ---------- --------- I —SEE ( ---------- I i I i 8100 FVC Ll SINGLE HUNG QQ Iifir MAXt'c' O ` r mrP.) / IMPACT 12X0 MAQ.c. I i I -01 f DETAIL B o ANCHOR AT MTG ( I INSTALLATION I I ANCHOR REQUIRED THRU FIN WITHIN y. RAIL CENTERLINE I I ANCHOR MR) I ITYP) I t'OFMULLBARCENTERUNE.(TYP.) F m � I I X X I /1 x1 i3 z i 0: w o w I ' 0. L" F¢ LLLL— CL CHOR LAYOUT-(FLANGE) Al I r DETAIL 8 I m Q O ANCHOR LAYOUT-(FIN) I ++rttntntf ZZ i Na 58209 S$ 9: STATE OF k1y NOTES: DETAIL A >jQs••,� h,p�iri:� 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. INTERNAL MULL ATTACHMENT ��E`�•.�,0 R►O•"O��`� 1:2 nNAif�++a 2.SHIM AS REO AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS.MAX.ALLOWABLE SHIM STACK TO BE 114". USE SHIMS WHERE SPACE GREATER THAN 1116•IS PRESENT. LOAD BEARING SHIMS SHALL BE yyr� CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED, i^Y 4111/2015 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL Be AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6 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 PREVENT REACTION. 1238 JABARA AVE. S.INSTALLATION ANCHORS SHALL Be IN ACCORDANCE W ITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES W ITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT, 34288 PH,841-38D•1-1 574 SPECIFIED IN TABLE 1,SHEET 6. Bt+ ecw B.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETEICMU 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 REQUIRE IX WOOD BUCKS BETWEEN THE PRODUCTAND THE SUBSTRATE NOTES INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1 X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE- HAWN BY: DAFe 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3'FOR MASONRY,1"FOR WOOD AND METAL. ADE 10/30/09 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 WO f. v... SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABL.EI.SHEET 6.CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-491 B 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 FMAIAAMA 100(FIN WINDOWS),FMAIAAMA 200(FLANGE WINDOWS), FMAIWDMA250(BOXWINDOWS).FMA/AAMANDMA300(EXTERIORDOORS) 1:20 5OFS MIN.io SUBSTRATE TYPICAL HEAD ANCHORAGE SEEBY OTHERS VVINOOVV SY$TEIMS —MIN.EDGE DIST. 1/4SEE TABLE 1 MTX EDGE DIST. SUBSTRATE 1900 SW 44TH AVE, SEE TABLE 1 SEE TABLE 1 SSEEB"yYp ABLE t OCALA,FLORIDA 34474 SUBSTRATE BY OTHERS 114"MAX SHIM W WW.CWS.CC SEE TABLE 1 MIN.EDGE DIST. MIN.EMBEDMENT SEE TABLE 1 PERIMETER SEALANT SEE TABLE 1 810D PVC BY INSTALLER INSTALLATION ANCSINGLE HUNG INSIDE AND OUT "' SEE TABLE 1 MIN.EMBEUMENT SEALANT BEHIND S SEE TABLE 1 IMPACT FLANGE BY INSTALLER L�tti"MAX SHIM PERIMETER SEALANT ' F ETER SEALANT By INSTALLER o G TALLERINSIDE AND OUT AND OUT INSTALLATION ANCHOR NT BEHIND SEE TABLE 1 INSTALLATION ANCHOR INCE BY INSTALLERSEALANT BEHIND 0, SEE TABLE 1 FM BY INSTALLER Q B HORU:ONTAL SECTION C HORIZONTAL SECTION y c CD 6 TYPICAL JAMB ANCHORAGE \,Gj TYPICAL FIN ANCHORAGE } HEAD AND SILL SIMILAR FOR FIN INSTALLATION w w © cUi c Q. NOTE:ADDITIONAL THRU-FRAME ANCHORS a 1313 a (AS SHOWN 1N DET.BI6)REO'D AT THE MULL, F 12 tr SEE SHEET 5 ANCHOR LAYOUT. o Ti 114 MAX SHIM = Q SEALANT BEHIND C= RANGE BY INSTALLER BPER Y IMETE S ALANT M�IE EMe LE I FOMENT `;��AtyDREW INSIDE AND OUT ,��` •��C B lY�grt•"q�,'L�9 ,r Na 52201 SUBSTRATE BY OTHERS * 1!T SEE TABLE 1 MINN.EDGE DIST. :cc. SEALANT UNDER SCREW SEE TABLE 1 $9 STATE OF t AU HEAD BY INSTALLER q VERTTCAL SECTION �FS o 6 TYPICAL SILL ANCHORAGE {'ihiQNA��;;►`� 121- 4/11/20`15 21-411112015 TABLE I:APPROVED INSTALLATION FASTENERS LUCAS A TURNER P.E. FRAME FL PE @ 88201 GE CONCRETE(20 KSI MIN.) 3/16"ITW TAPCON 1" 1 1180 PERIMETER SEALANT 1239 JASARA AVE. ED CMU 117 PCF MIN. 311 S'ITW TAPCON BY INSTALLER NORTH PORT,FL 34288 FLANGE CONCRETE(285 KSI MIN.) 3t16•ELCO ULTRACON INSIDE AND OUT PH.941-380 1574 FLANGE GROUT FILLED CMU(ASTM C-30) 3118'ELCO ULTRACON i-114` 2.1/2• D BOX FRAME INSTALLATION SHEET DES 6 BOX FRAME ir1STALtATtON FLANGE 2XMIN.SPRUCE-PINE-FIR(0m0.42) WlVITWTAPOON 7W HEAD AND BILL SIMIARFOR Box NSTALLATION INSTALLATION DETAILS OR ELCO ULTRACON FLANGE 2X MIN.SPRUCE-PNE-FIR(G-OA2) 910 W OOD SCREW 1318• 7/B" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWRTW.—ISA-TO 7s GAUGE(0.660`)MIN.STEEL STUD #I0-IS HILTI KWIC-FLEXOR ITW FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: ADE 1()J30/0$ FLANGE (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU DDW° 7118' -MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED r 1/8'ALUM.(8063-75 MNL)OR IMO GRADE 5 SELF-TAPPING 1 FULL THREAD INSIDE AND OUT,FULL PERIMETER,IMETBY INSTALLER 118"STEEL 90 KSI MIN.) DRILLING SCREW THRU a125' 7116' FLANGE CWS 481 B -PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS FIN 2XMPL SPRUCE-PINE-FIR(G=0.47) #8 WOOD SCREW 1-llr 7/16° SHOWN FOR FLANGE WINDOWS. SHEET 1:2 SOF6 Florida Building Code Online Pagel of 2 " j Jal-a-e� ;• A'I�?6a� �'I1lr�t'p� eM�C 34.(l} _� I t _��+��:: fbMa Departments Bcts Noe Lop In ! UsPr Ite[Mtlon ! Hot Topics Submit surd�arge ! Stats a.Fads Putdlc:i]aus F-.0 C aV DCJ-i Sitz Hcv 1 Linl's S:�mfi ' BUsinesr(tl�a mProfessiI product Approval 40USER:Public User Regulation Product Approval Menu>Product or Aopllcallon Search>Application Ust>ApplImUon Detae •+, "" FL# L14850-R2 Application Type Revision Cade Version 2014 Application Status proved Comments Archived ❑ Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 ekoss®cws.cc Authorized Signature Koss Erin ekoss@cws.cc Technical Representative Erin Koss Address/Phone/Emall 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 ekoss@cws.cc Quality Assurance Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala,Fl-34474 (352)368-6922 Fitt 291 jlathropC cws.cc Category xterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Vj Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Lucas 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 F6 Validation Checklist-Hardcopy Received Certificate of Independence FL14850 R2 COI EvalReo CWS-641B(FD-8750.IMP).pdr Referenced Standard and Year(of Standard) Staddacd Year AAMA/WDMA/CSA 101/I.S.2/A-440 2005 ASTM E1300-04 2004 ASTM E1886-05 2005 ASTM E1996-05 2005 PA TAS/201/202/203 1994 Equivalence of Product Standards Certified By h4://www.floridabuilding.org/pr/pr_app_dfl.aspx?param=wGEVXQwtDquH 1 FzfePouW... 6/24/2015 Florida Building Code Online Page 2 of 2 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/20/2015 Date Validated 04/23/2015 Date Pending FBC Approval 04/25/2015 Date Approved 06/23/2015 SummarV of Products E14850. Model,Number or Name Description 1 FD-8750,Impact. FD-8750 French Door,SD-8700 Swing Door,SLT-8710 Sidelite,Impact. Limits of Use Installation Instructions Approved for use In HVHZI Yes FL14850 R2 II CWS-6418(FD-8750.IMP).Ddf Approved for use outside HVHZ:Yes Verified By:Lucas Turner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+70/-70 Evaluation Reports Other.Large Missile French Door w/Sidelights,Max. FL14850 R2 AE DuPont PVB NOA 13-0129 27.odf French Door 6'x 8',Max.Single Door Tx 8',Max.Sidelight FIA4850 R2 AE DuPont SGP NOA 11-0624 02.odf 3'x 8',DP+1-70 psf.Glass complies to ASTM E1300-04. FL14850 R2 AE EvalReo CWS-641B(PD-8750.IMP).Ddf FL148SO R2 AE Ouanex(Mikron)MOA 12-1017 02.Ddf Created by Independent Thlyd Party:Yes Ne�rt Contact arc:;194D North Mormia Sir mt TaOahacvr 72100 Phone:A50f487-1824 The State of Florida is an AlVBO employer.rowdoht 2007-2113 State of Florida.::Privacy 5taferrin t:drvoedbaity Stafnmant::Refund Statemen Under Florida law,email addresses are public records.If you do not want your e-mail address released In response boa pudic-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have aaY questions,please contact 950.487.1395.-Pursuant to Section 455.275(1),Florida Statubes,effective October 1,2017,licensees IIQnsed under Chapter 455,F.S.must provide the Department with an email address If they have one The emalls provided may be used forofficial commundatlan with the licensee.Flowever email addresses are pulic record.If you do not vdsh to supply a personal address,please provide the Departmant with an email address which can be made available to the public.To determine If you area licensee under Chapter 455,F.S.,please clidchmr-. Product Approval Accepts: In ice PER Saturn •au rRI T http://www.floridabuilding.org/pr/pi_app_dtl.aspx?param=wGEVXQwtDquH 1 FzfePouW... 6/24/2015 URNER 1239 Jabara Ave. North Port,FL 34288 ENGINEERING& Ph. 941-380-1574 TCONSULTING,INC. FBPE C.O.A.#29779 Evaluation Report 641B April 18,2015 Product Description: Series SD-8700,FD-8750, SLT-8710 PVC Swinging Door,LM Impact,3'x8' nominal panel size max. Manufacturer: Custom Window Systems,Inc. 1900 SW 44'b 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 5"' Edition(2014)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-641B, signed and sealed by Lucas A.Turner,P.E. 3) Test Reports NCTL-210-3761-1,4A,-1B,4C,-2,and-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-641B,signed and sealed by Lucas A.Tumer,P.E. Installation: Units must be installed according to approval document CWS-641B. Limitations of Use: This product: • May be used in up to 79"x 97"XX sizes,40"x 97"X sizes,and 36 3/16"x 97"Sidelite sizes, with glass types and max.glass daylight sizes as shown in CWS-641B Achieves design pressures of+/-70 p.s.f. Is Large Missile Impact Resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Anchors indicated in CWS-641B shall be pan or hex head type and shall have a head or washer (integrated or separate)diameter of 0.420"min. • Requires Dupont SentryGlas Interlayer per Miami-Dade N.O.A.#11-0624.021 • Requires Dupont PVB Interlayer per Miami-Dade N.O.A.#13-0129.271 • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A.#12-1017.021 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 5'b Ed.(2014)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. ;t�{Itti11113"0, >>� PriDREW • Z� Q'*- No 58207 �^ 4/18/2015 #' Z Lucas A.Tomer,P.E. 'A- STATE- OF , FL PE#58201 ,r,�.�• ` 0 R I O* N Lucas A.Turner � 2015-04-18 22:03-04:00 +� +••..r...• ir��S/0�A,Et��•� GENERAL NOTES: SWING DOOR & SIDELITE - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT WINDOW SYSTEMS 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.FLORIDA34474 79'MAX.FRENCH DOOR WIDTH - 363/78"MAX -- IN ASTM E 19%PER THE FOC. W W W,CWS.CC SIDELITE WIDTH 375V MAX 33 Sw MAX 2.GLAZING OPTIONS:(SEE SHEET 4) PANEL W IDTH PANEL WIDTH 3.CONFIGURATIONS:SINGLE OUTSWING,SINGLE OUTSWING 8700/10/50 PVC 26 SM' 22 518' W/SIDELITE(S),FRENCH DOOR(S),FRENCH DOOR(S) S1MNG DOOR GLASS DLO GLASS DLO D W/SIDELITE(S),SIDELITE NOT ATTACHED. IMPACT 4.LOCK OPTIONS: � U A.DOUBLE BOREw/TWO(2)INTERIOR FLUSH BOLTS. ' MAX HANDLE SET @ 36' Uw MAX UNIT B.MORTISE LOCK WI TWO(2)INTERIOR FLUSH BOLTS. $ o NIT E HEIGHT HANDLE SET @ 34' HEIGHT E C.MULTIPOINT(4 PT.) 953116, C C e 94 518• HANDLE SET @ 34' } MAX X �( BOLTON I 12 MAX, ABOVE 6'8': m t 0 PANEL A.MULTIPOINT 5 PT. PANEL INACTIVE PANEL ( ) c� v z HEIGHT HEIGHT HANDLE SET @34' „ LL O J[�FLUSH zi e N 94316-1 11 83 5/8• 5.DESIGN PRESSURE RATING: RZ > GLASS SEE GLASS -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND ¢ W. O LLY DLO NOTE 4 DLO GLASS TABLES ASTM E-1300-04- a w F m I -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER D- I INFILTRATION TEST PRESSURE AND GLASS TABLES f��j• �¢7 40'MAX SINGLE ASTM E-1300-04. p a U7 A DOORWIDTH C � j D D 6.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED 11 375/8'MAX 12 IN THE DESIGN OFTHIS PRODUCT.SEE SHEETS 11-12 FOR ANCHOR m ¢ 0 PANEL WIDTH DETAILS.W INDLOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD Z FRENCH DOOR SIDELITE 26 5/8' ANCHOR CALCULATIONS. GLASS DLO �O�t�41flRElV A 1 7.PRODUCTS APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE `�� a��CE N��'�•�Q��i' a 1/2- NOTE NOT REQUIRED. HINGE SPACINGS ARE B-112' Z Z�j No 58201 t 97 i FROM ENDS AND 20'MAX 0, 8 ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER. PANELSMAX UNIT ARE FOR 81'TO 97"UNIT HEIGHT. ARE PROCESSED AND ASSEMBLED VIA TIE ROD. Z HEIGHT 9.SERIES/MODEL DESIGNATION SD-8700,FD-8750,SLT-8710. 'P STATE OF :4j1U: 95 316° 10.THE DESIGNATION X AND O STAND FOR THE FOLLOW ING: �Z�yFS$C-p R:O �'I�� MAX X i B X.OPERABLE SASH,O-FIXED SASH ��i�1113150141 PANEL B 11.SEECCA N CA HEIGHT LLOUTS APPLY TO ALL CONFIGURATIONS INA SIMILAR X� 1 84 3116' 12.INTERIOR FLUSH BOLTS ON ACTIVE PANEL TO BE ENGAGED PRIOR TO LUCAS A.TURNER,P.E. GLASS SEE SEVERE WEATHER. FL PE TURNER, DLO NOTE 4 I 0 58201 1239 JABARA AVE. I 13.GRADE 2 BY PFIED AMEX AND DELANYNATIVE ET/DEADBOLT HARDWARE IS NORTH PORT,FL 34208 8112' PH.941 0-1574 A 14.MAX PANEL WIDTHS APPLY TO ALL CONFIGURATIONS,MULLED OR SHEET I NON-MULLED UNITS. TABLE OF CONTENTS SIN GENERAL NOTES AND ELEVATIONS GENERAL NOTES&ELEVATIONS........1.3Lucas A. DRAWN BY: DATE- GLAZING DETAILS....................................4 MAX. PANEL SIZE DESIGN PRESSURE RATING IMPACT RATING Tumer SECTIONVIEWS....................................5.7 SINGLE 2015-04-22 ADE 09/08/11 BoM......................_............................._.....6 37-5/8"x 95-3/16" �ozi oa:oo DWO A; EV EXTRUANCHOR IONS_..._..._..............S-............1 FRENCH +/-70 PSF LARGE MISSILE IMPACT OWS-641 B ANCHOR SCHEDULE 8 NOTES- INSTALLATION DETAILS....................11-12SIDELITE 33-.5/8"X94-5/8" 3 SHEET 1:35 1 OF 12 1513/8' UNIT WIDTH Como 363/16"MAX MAX77 X SIDELITE WIDTH MAX FRENCH DOOR WIDTH 1980 SW 44TH AVE. OCALA,FLORIDA 34474 BI EWWW.CWS,CCPANELWIDTH PANLWIDDTH 97° i 8700110/50 PVC MAXSWING DOOR UNIT HEIGHT j IMPACT 94 SIDELITE O X X O PANEL a �^ LI HEIGHT FLUSH HEIGHT ao p 83 5/8• BOLT X W SIDELITE ON 843/18' w ¢ m DLO SEE NOTE 4 PANEL DR Z SHT 1 DLOp Z > W 22 5B' 26 518' w w GLASS DLO GLASS DLO o o FRENCH DOORwISIDELITES o o > j O —ttt m a O Z 1153116'MAX UNIT WIDTH \\\\�T1OREtib��i 76311W MAX.UNIT WIDTH e�.05 N.GQN r(�b6 38 3116"MAX. 79" .�pPr.•y\ 8't'.•.�.�i� SIDELITE WIDTH MAX FRENCH DOOR WIDTH 36 3116"MAX. 40'MAX SINGLE ?v Ili SIDELITE WIDTH DOORWIDTH Z-1 Ne 58201 ;P C#: yr :saw 33 518' MAX 375/8'MAX 33 518"MAX 37 6/8'MAX PANEL WIDTH DOOR WIDTH PANEL WIDTH DOOR W IDTH STATE OF .w� %0 .� •'fid Ft MAX. 97' 4�ySi0N„��?,,,, UNIT MAX HEIGHT UNIT HEIGHT 4/19t295 3H8• D 15 94 SW SI ELITE X x95 3/16 SIDELffE PANEL LUCAS A,TURNER,P.E. HEIGHT PANEL HEIGHT X HEIGHT FL PE 58201 FLUSH HEIGHT 1239 JABARA AVE. 83 ELI NORTH PORT,FL 34288 SIbELfiE BOLT 83 5/8- 84 3116, GLASS ON 84 3116' PH.941 X80 1574 SEE INACTIVE SIDELITE DOOR DLO NOTE 4 PANEL DOOR GLASS SEE GLASS SHE DESCRIP SHT 1 GLASS DLO NOTE 4 DLO GENERAL NOTES AND ELEVATIONS DAA B E: ?25/8' 26 518"-� 22 5/S" 26 518" ADE 09/08/11 GLASS DLO GLASS DLO GLASS DLO GLASS DLO o-i- FRENCH FRENCH DOOR w/SIDLITE SINGLE DOOR w/SIDELITE CWS-841 B SHEET 1.35 2 OF 12 40"MAX.SINGLE 790 MAX FRENCH DOOR WIDTH 363!16'MAX. DOOR WIDTH SIDELITE WIDTH YVINDOW SYSTEMS 37 5/8"MAX. 37 618'MAX 33 518'MAX. 1900 SW 44TH AVE. PANEL W IDTH PANEL W IDTH PANEL W IDTH OCALA,FLORIDA 34474 26 6`11" 26&8" 22 518' W W W.CWS.CC GLASS DLO 1 GLASS DLO GLASS DLO 812" NOTE: HINGE SPACINGS 8700/10/50 PVC 61° FLUSH ARES-112'FROM all MAX AMAX FLUSH 81 SWUNG DOOR UNIT 80LT 216116- ENDS AND 21-5/16' UNIT BOLT MAX.NIMPACT MAX.O.C.UP TO HEIGHT HEIGHT 81°UNIT HEIGHT. HEIGHT 793/16' 793/1 S' 78518" r PANEL PANEL X HEIGHT HEIGHT X X HIE GEHT O a 883/18" GLASS 67518' o r O SEE SEE GLASS PLASSNe w DLO NDTE d DLO NOTE 4 DLO SHT 1 SHT 1 m Z 0 SINGLE DOOR Q!LHDOOR SIDELITE Z j Lu W O I= d 0 0 EEU W < g 1519/8`MAX LIN RWIDTH 1123/6'MAX.UNIT WIDTH ��O PtOREW�TG�4i 363118'MAX. 79'MAX FRENCH DOOR W IDTH 363116"MAX 40"MAX SINGLE 0cj' '4�CEN�F''�b'4 SIDELITE WIDTH SIDELITE WIDTH DOORWIDTH v No 58201 :A% 33 518"MAX. 37 518'MAX—J 33 5V MAX 37618'MAX. ?* # i# PANEL WIDTH PANELWIDTHI PANEL WIDTH PANELWIDTH y QSL STATE OF T flu; 81" 1 FLUSH MAX. FLUSH '4�t�`�'�.t O R 10�:p��`• MAX. 80LT UNIT UNIT BOLT -' E/ HEIGHT i793116. HEIGHT 79al18 Opti SIDELITE PANEL 78 5/8° PA x� HEIGHT O X X 0 HEIGHT SIDELITE O ipX O HEIGHT 4118=15 87518" 683HHEIGHT 6' LUCAS A.TURNER,P.E. SIDELITE DOOR 67 518' 1683/16" FL PE#58201 GLASS SEE GLASS SIDELITE I DOOR 1239 JABARA AVE. DLO NOTE 4 DLO GLASS GLASS NORTH PORT,FL 34288 SHT 1 DLO PH.941-380-1574 I I &HEFT DEBCRIP 22 5/8' 28518' 22 , GENERAL NOTES AND GLASS DLO GLASS DLO GLASS DLO GLASS DLO ELEVATIONS AWN BY: D . FRENCH DOOR w/SIDFIJTES SINGLE DOOR w/SIDELITES ADE 09/08/11 bWN*-. REV.: CWS-841 B sUALE: SHEET 1:35 3 OF 12 GLASS TYPES MAX.llrllT WI►IppW STgTE}IS H9GNi SIDELTTE SINGLE I FRENCH 1900 SW 44TH AVE 1'OVERALL 1'OVERALL 81" A A AOCALA,FLORIDA 34474 97" g B g WWW.CWS.CC 3/16'TEMPERED 3116'TEMPERED 5116'AIRSPACE 318'AIRSPACE 8700/10/50 PVC 12'LAMINATED WIG"LAMINATED SWING DOOR 3/16'ANNEALED 3116'ANNEALED IMPACT _J:�� .M DUPONT PVB INTERLAYER 090 SENTRY GLASS IONOPLAST INTERLAYER 3116'ANNEALED 3116'ANNEALED a SIKA-SIKAFLEX 552 of SIKA-SIKAFLEX 552 or ❑ 11 HENKEL-PURFECTGLAZE"H' 11 HENKEL-PURFECTGLAZE'H' o } w ¢ m Z 314'GLASS BITE 314"GLASS BITE _ N 3 ro z w> 10 10 w O ¢ a a o w 1Iml¢ Z 1 J %®�a�1CgRE ��V v •No 58101.,Ss 9s STATE OF rw 5 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE- NORTH VENORTH PORT,FL 34288 PH.941-380-1574 E QEgCRIPTION: GLAZING DETAILS GLASS TYPE A GLASS TYPE B DRAWN E: ADE 09!08!11 DW : . CWS-641 B SCALE: SHEET 1:1 4 OF 12 INTERIOR VylNpayy SYSTEMg 7 4 38 4 4 1 7 1900 SW 44TH AVE. OCALA,FLORIDA3"74 WWW.CWS.CC 1 84 8700/10/50 PVC 63 SWING DOOR IMPACT r9 1 ❑ _ 19 � �=vki 9 64 1 1 o } _ w ¢ m o 4 8 41 0 1 4 1 44 6 d e N SECTION VIEW B-B in¢ g INTERIOR ��'„��W a��•�i 3 4e • NO 58201 st ALTERNATE 1 ALTERNATE 2 $p: STATE OF a�: Iloil 4 s , 8 g MORTISE LOCK w/FLUSH BOLT MULTIPOINT LOCK LUCAS A.TURNER P.E. FL PE#58201 9 1239 JASARA AVE. NORTH PORT,FL 34288 0 9 PH.941-360-1574 14 9 Esca�iPrroN: 69 SECTION VIEWS 6 SINGLE DOOR ITEMS NOT SHOWN FOR CLARITY: DRAWNB y - DATE: 66 50 1 10-12,13,15-17,22,43,48,54,57.56 ADE 09/08/11 ITEMS NOT USED INVERSION SHOWN: UWGN: SECTION VIEW A-A 2-3,8-9,15-16,M28,30-34,3640,43,52-53,60,6Z 65-66,72,76 CWS-641 B scw SHEET 12 5 OF12 PARTS LIST PARTS LIST ITEM PART DESCRIPTION MATERIAL VENDOR ITEM PART DESCRIPTION MATERIAL VENDORJJ( /JJ}�jJ)j] 1 H-1833 MAIN FRAME,HEAD ALUM K5YMARK 51 P-5131 GASKET,DOOR SILL,BACK FOAM HO PRODUCTS U� 2 H-1857 ASTRAGAL,INACTIVE,FD,PVC ALUM KEYMARK 52 P5134 bUIEW,#10 X 13/4'FLAT SQUARE TYPE F @ HWGE FASTENAL VVINDOW SYSTEMS 3 1858 ASTRAGAL,ACTIVE,FD,PVC ALUM KEYMARK 63 P-5151 pASKET,SBLfiE FOAM HO PRODUCTS 1900 SW 44TH AVE. 4 H 1880 REINFORCEMENT,VERT. ALUM YMARK 54 P-5157 SCR #10-24 x 1/2',FI Undercut PH,18-M @ KEEPER FASTS L wwW. FLORIDA 34474 5 H•1661 REINFORCEMENT HORIZ ALUM KEYMARK 55 P-5158 SEAL RUBBER TEAM WWW.CWS.CC 6 1+1878 MAI FRAME, ILL ALUM KEYMARK 55 P-5172 WSTP,.370 X.187,TRI FIN,BLACK ULTRAFAB 7 H-1880 MAINFRAME,JAMB ALUM KEYMARK 57 1 P-5174 ISCREW#8 X3/4'HEXWASH R HEAD,@ FRAME FASTENAL 9=110/54 PV`` 8 1-1-1881 1 MAINFRAME,SIDEOTE(9)DOOR ALUM KEYMARK 5B 1 P5186 SCREW#8-32 x 1-1/4'PH,FL MS,65 @ PLUNGER SS FASTENAL SWING DOOR 9 H-1900 MAINFRAME,SIDELITE @ JAMB, D,SILL --TL-UM KEYMARK 59 8-1783 THRESHOLD,HIGH RISE ALUM EYMARK 10 P-3039 SETTfWG BLOCK 1/8X1 X2 FRANKLOWE 60 S-1784 INSERT,REWFORCFMENT ALUM KEYMAR IMPACT 11 SIAKFLEX 552 or PURFECT 0 'H' SIKH•HENKEL 61 8.1806 COVER,JAMB ANCHOR ALUM KEYMARK 12 P3503 SCREW#8X1/2'PHTRUSS S3@ASTRAGAL CAP FASTENAL 62 S-1 BIG COVER,JAMBS,HEAD.801,SIDELITE ALUM KEYMARK w 13 P3511 SCREW#B x 5/8'$0.PAN TEK @ TIEROD BRKT FASTENAL 63 S-18T7 DRB'CAP --AL-UV-- ---F-3- LU KEYMARK a qj 14 P3587 CREW#8 X1",PH FLAT7EK @ ASTRAGAL,I RT,L FASTENAL 64 S-1840 COVER,HEAD,ANCHO ALUM KEYMARK 15 P3767 SCREW,#P10 X 1'HEX HEAD,TFCC @ SIDELITE FASTENA 65 S-1849 -liZERT INACTIVEPM LOCK HARDWARE KEYMARK C 16 P4146 SCREW#8 W4 PHIL,FLAT 68 TEK @ SIDELRE SHIM FASTENAL 66 S-1859 VER,ASTRAGAL,FD ALUM KEYMARK Y w 17 P4278 IFUZZY PAD .200•x 1.250"W/ NE UL AB 67 S-1864 INSERT,FRONT,BTM ATTACH SILL ALUM KEYMARK m 18 P4522 #10 x 1 1/4',PH T,S -HINGE @ PANEL FASTENAL 68 3-18W INSERT,BACK,BTM ATTACH SILL ALUM KEYMARK a� 19 P-4774 WSTP BULB/LEAFS,PANEL AMESBURY 69 S-1915 BASE,SWEEP ALUM KE RK 20 P4790 _ FLUSH BOLT,ASSM,TOP/BTM SULLIVAN 70 S-1916 DRIP COVER SWEEP ALUM KEYMARK ' o 21 P•4784 SCREW#8x5/8 SO.FLATTEK @ INSERT ATTACH FASTENAL 71 86083 PAN P/BTM RAIL,SIDES-DOOR PVC MIKRON zZ 1 22 P4802 ALL THREADED ROD TIE ROD McMASTER 72 S-60B3 PANEL,TOP/BTM RAIL,SIDES-SIDELITE PVC MIKRON ¢ O 23 P-0807 HINGE,GUIDE HOPPE 73 6-6084 GLAZING BEAD(1') PVC MIKRON a a 24 P40 WP4w9 HINGE.SET HOPPE 74 KIM REINFORCEMENT,VERT.,SINGLE OOR ALUM KEYMARK w tt 25 P4814 WSTP,,50X750 FOLDED BULB SEAL,@ SIDELITE AMS RY 75 GLASS SEE SHEE1 4 q a w 26 P4883 LOCK STRIKE PLATE PADDOCK 76 H-1862 REINFOF-CEMENT,VERT. A UM KEYMARK ca 27 P4864 RHINO STRIKE PLATE PADDOCK 77 1 P-4887 I MORTISE LOCK PADDOCK z 28 P4866 GUIDE,TIE ROD NYLON MSM m ¢ 29 P-4871 TIE ROD BRACKET ZINC SULLIVAN 3o P48M SHOOT BOLT,TOP PADDOCK aqaaaaalpREyy��#ii 31 P4896 SHOOT BOLT,BOTTOM PADDOCK ♦aa�Pr�'GEN r�,,pp'Li� 32 P4851 LOCKBAR INACTIVE,8 FT PADDOCK ��jV;'��'a SF•�•S�i'�' 32 P4884 LOCKBAR,MULTI-POINT,SPT,8 FTPADDOCK ='�C No 58201 32 P4901 I LOCKBAR,MULTI-POINT,4PT,6'8 FT PADDOCK Z*- *S 32 P-4902 LOCKBAR,INACTIVE,6'8 FT PADDOCK 33 P-4903 HANDLE SET,ACTIVE PADDOCK 13,1, STATE OF f,41 34 P-4905 HANDLE SET,INACTIVE PADDOCK * ,,�fO p 1��r��A 35 P-494 WSTP..5OX50 36 P-4917 CAP,ASTRAGAL,OUTSIDEB SAL @DOOR NYLON M&MEL 14SO P a;`aQa,, 37 P-4918 GUIDE,FLUSH BOLT, THE PM M&M �z 38 P-4922 COVER INTERIOR,FLS NYLO BOLT M&M 39 P-4925 CAP,ASTRAGAL,INSIDE NYLON M&M HEAD SILL4/1812015 40 P4926 $HIM,-FLUSH 1 ODOR SHIPPING BLOC N M&M ALL FRAMES ARE MECHANICALLY FASTENED LUCAS A. #58201,P.E. 41 P4927 GU E FLUSH BOLT NYLON M&M FL PE#58201 42 P4930 SCREW,010 X 1-1/4'HEX HEAD TEK @ SIDELITE ATTACH FASTENAL 1239 JABARA AVE 43 P-4933 NUT,318'-16 FLANGED W/SERRATED UP,SS,@ PANEL McMASTER NORTH PORT,FL 34288 44 P-4934 SCREW,#12-24 X 112',PH FLAT,MS,@ HINGE FASTENAL PH.941-380-1574 45 P4936 DOOR KNOB,ACTIVE PANEL DELANY SHEET DESCWPTION: 46 P-4937 IDEADBOLT,ACTIVE PANEL DELANY 47 P4969 I SCREW,#10 XY REINF.ATTACH. FASTENAL BOM 48 P4997 STRIKE,DEADBOLT PADDOCK 49 P-5127 SCREW,#12X2-,PH PAN,SMS ANCHOR FASTENAL DRAWN 13Y0 DATE: 50 P5130 IGASKET,DOOR SILL,FRONT FOAM 1140P DUCTS ADE 09/08/11 r. REV.: ' ALTERNATE APPROVED LOCKSETS: CWS-641 S P AMEX GRADE 2LOCKSETAND DEAD13OLT SCALE: SHEET 1:1 8 OF 12 49/16' 13/4'- —27/16" INDO)�CSYST MS 1 I ZeTl "u" WINDOWSYSTEMS2 1860 SW 44TH AVE. 1716, 1 13118• 1116" OCALA,FLORIDA 34474 www.CwS.CC THRESHOLD-1783 HEAD COVER-1840 DOOR HEAD-1833 4 5/16" 87W/10150 PVC s ifz• �., SWING DOOR vis' z1wI•�{ + ,� IMPACT —49116'� 114' `�� 11/16- 6 1/16' FILLER-1784 a : Lw REINFORCEMENT-1857 FRAME COVER-180° $ o Lru DOOR SILL-1878 PVC DOOR PANEL•6083 25l8'� 3 fir-2 311- 11 i 16' a 11 Z 4m4 9/161 1l2' 911/8 ; PVC GLAZING BEAD-6064 z SIDELCOVR-1816 O7 w 5 46/6gn In 1916" I 1118' 1115' 11!13" o a 1 15/16" q DOORJAMB-1880 � �L- 9 L 63 41punrrm ¢ Z 1N 5' 4 9116' REINFORCEMENT-1881 REINFORCEMENT-1858 1/16, DRIP CAP-1817 ate` ......... RE , BASE SWEEP•1915 , .r w� FS%3•�0 �' No 513201 =, . f+ 1 1l2" 11/2' =A 8 E 3/4" * _ 2112" 71 7 19/16• �{ Bpd; STATE. OF 'mow: 1116. 4 8 66 13/16' .r�'R�y�(O 1011'�`�•`� 215/16" 21576" 13116' 1116• .�— 1/113• y��8f0 .....1 1/16" 1/16' DRIP COVER-1916 y SIDELITE-1881 L INSERT,BACK-1885 y7— L LUDAS A.TURNER,P.E 49118•--y REINFORCEMENT-1860 REINFORCEMENT-1862 123FIL PE#58201 9 JABARA AVE. NORTH PORT,FL 34288 PH.941.380-1574 g 3• 8/16" I 21116, __ SHEET GFscRwllGra: 1/16" 1/16" 1111_ 1116" EXTRUSIONS 11/8' 118" INSERT,FRONT-1864 DRAWN -D ATF- ADE ADE 09/013/11 INSERT,INACTIVEPNL-1849 DWGe: REV.; ASTRAGALCOVER-1859 CWS-641 B NOTE:ALL EXTRUSIONS ARE 6063-T6 ALUMINUM SHEET 1:2 9 OF 12 ANCHOR 0 MIDSPAN(TYP.) 1900 SW 44TH AVE. 4'( ') OCALA,FLORIDA 34474 6'MAX.(TVP.)-.{I ANCHOR®MIDSPAN(TYP.) IA 5' MAX(IYP.) 6'MAX.(fYP.)--y 4°ITYP•) WWW.CWS.CC !! 2' -WOOD/METAL 6'MAX.(IYP.) 4°(TYP 2'(TYP.)'W000/METAL SEE NOTE 2 1 SEE NOTE 2 8700/10/50 PVC SWING DOOR IMPACT 1 MAX O,C. 1r MAX O.C.(TYP) INSTALLATION a tTYP) INSTALLATION (TYP.) ANCHOR(TYP.)O X O O X X O U c�ulcoz LL tC O a o N SIDEUTE DOOR SIDELITE SIDELITE DOOR DOOR SIDEUTE ¢ 0 ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FLANGE) wo m ¢ O *CIRCLED ANCHOR LOCATIONS REC±O ONLY 8V WOOD AND METAL INSTALLATIONS.DO NOT INSTAf1F� THE ANCHORS IMO AltASONRY. z,tttpntnup�� OaDRE1y TG�i4 z No 38209 NOTES; gip% STATE OF F.441 f 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 4i�;� ,<•p R�9�.•��2r 2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 114'. USE SHIMS WHERE SPACE GREATER THAN 1116"IS PRESENT. LOAD BEARING SHIMS �i6�8/0NA a6N►r 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 11. 8/2015 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 LUCAS A.TURNER,P.E. MUST BE PROTECTED TO PREVENT REACTION. FL PE II 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 NORTH PORT,FL 34288 MINIMUM SPECIFIED IN TABLE 1,SHEET 11. PH.941380.1574 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 PT"; INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1 X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. ANCHOR SCHEDULE AND INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF IX BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:4'FOR MASONRY,2.3!16'FOR HINGES(ALL SUBSTRATES),1'FOR WOOD AND METAL DRA o ADE 09/08/11 B.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 x: SUBSTRATES SHALL MEETTHE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLEI,SHEET 11. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-641 B 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS; a SHEET FMAIAAMA 100(FIN WINDOWS),FMPJAAMA 200(FLANGE WINDOWS), FMAANDMA260(BOX WINDOWS),FMA/AAMAIWDMA 3W(EXTERIOR DOORS) 1:8 10 OF 12 CI t' TYPICAL HEAD ANCHORAGE MIN.EDGE DIST. INTERIOR 1/4'MAX.SHIM SEE TABLE 1 MIN.EMBEDMENT WINDOW SYLREMS SEE TABLE 1 190D SW 44TH AVE. CONTINOUS DBL 1/4"BEADS OF SEALANT OCALA,FLORIDA 34474 SUBSTRATE BY OTHERSAROUND PERIMETER AT ALL INDICATED W W W.CWS'CC SEE TABLE 1 MIN.EMBEDMENT POINTS BETWEEN FRAME AND SUBSTRATE SEE TABLE 1 BY INSTALLER. MB'L EDGE DIST. SEE TABLE 1 8700/10/50 PVC INSTALLATION ANCHOR SWING DOOR MAXooF PERIMETER SEALANT 1/4- SHIM SEE TABLE 1 IMPACT BY INSTALLER INSIDE AND OUT INTERIOR _aa 12 CONTINOUS DBL 114'BEADS OF SEALANT W STALLATION ANCHOR HINGE ANCHOR m AROUND PERIMETER AT ALL INDICATED SEE TABLE 1 POINTS BETWEEN FRAME AND SUBSTRATE SEE TABLE 1 w ¢ m BY INSTALLER. HINGE MIN.EDGE DIST. y SEE TABLE 1 Z LL LL O PERIMETER SEALANT BY INSTALLER a a 5 INSIDE AND OUT HINGE MIN.EMBEDMENT PERIMETER SEALANT SEE TABLE 1 g BY INSTALLER SUBSTRATE BY OTHERS o oaC INSIDE AND OUT SEE TABLE 1 <aRC ZONTAL SE TION ,aAL JAMB/HINtiE ANCHORAGEIw g MIN.EMBEDMENT m Q Z SUBSTRATE BY OTHERS SEE TABLE 1 SEE TABLE 1 ,t1lttntrnp� P,%DREW r iii. '�A O0-p "G E N yIr I.�Q�.ii' o. Aw MIN.EDGE DIST. 213118' B 1/2°(fYP.) v f Na 58201 S p SEE TABLE 1 ANCH RS THRU A VERTICAL SECTION (TYP) oL 11 TYPICAL SILL ANCHORA ?rre S9Ot STATE OF JFW TABLE 1:APPROVED INSTALLATION FASTENERS ��'FLa. ..R L O F�,.Q��•� SUBSTRATEE DIST. ry�hsnONA CRETE(2.85 KSI MIN.) 1/4"ELCO ULTRACON C1J0 1/4'EUCO ULTRAC -/2' 21 5116•MAIC 2XMIN.SOUTHERN PINE(G-0.55) 114•ELOO ULTRACON 1S/B" 718' SEE NOTE 813 '9 MIN.SOUTHERN PINE(G-0.5N 612 WOOD SCREW 1.3/8, 718• LUCAS A.TURNER,P.E. 16 GAUGE(0.060')MIN. 612-14 HILT?KW IK-FLEX OR DW FULL THREAD FL PE 1158201 STEEL STUD(33 KSI YIELD MIN) TEKS SELF DRILLING SCREW THRU 0.060 10 1239 JABARA AVE. NOTE: NORTH PORT,FL 34288 1/B"ALUM.(6063-T5 MW.)OR #12 GRADE 5 SELF TAPPING J FULLTHREAD HINGE SPACINGS ARE: PH.941-360-1574 1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125° 1/Y B-1/2' FROM ENDS MEET o I i HINGE ANCHORS INTO CONCRETE(EBS KSI MIN.) 3116°ELCO ULTRACON 13/4" 2-1/2" 21-5/16"MAX O.C.FOR UP TO 81"UNIT HEIGHT. HINGE ANCHORS INTO HOLLOW OR ROUT-FILLED 20" MAX.O.C.FOR OVER 81"UNIT HEIGHT. INSTALLATION DETAILS CMU ASTM G90) 316'ELCO ULTRACON 11/4" 2-1/P' DOOR HINGEANCHOR6INTO2XMW SOUTHERN 6t0WOODSCREW 1-3J8' 7/B' LDRA AI E: PINE(G-a6 ADE 09/08/11 HINGE ANCHORS INTO 16 GAUGE(0.060')MIN. 610.16 HILTI KWK-FLEXOR BW FULL THREAD 1/2, s: REV.: STEEL STUD(33 KSI YIELD M W TEKS SELF-DRIWNG SCREW THRU 0.067 HINGE LAYOUT CWS-641 B HINGE ANCHORS 1/8"ALUM.(8063-T5 IN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD130 1/8'STEEL 33 KSI MIN DRILLING SCREW THRU 0.125` 1/2' SHEET 1:2 11 OF 12 r TYPICAL HEAD ANCHORAGE INTERIOR 114'MAX SHIM WIN`t.+(�C1tyU{1U MIN.EDGE DIST. MIN,EMBEDMENT SEE TABLE 1,SHIT 11 SEE TABLE 1,SHT 11 1900 SW 44TH AVE. AROUNCONTIND PE DBL 1/4°BEADS OF SEALANT wWW. FLORIDA 94474 AROUND PERIMETER AT ALL INDICATED W WW.CWS.CC SUBSTRATE BY OTHERS POINTS BETWEEN FRAME AND SUBSTRATE SEE TABLE 1,SHT 11 MIN.EMBEDMENT BY INSTALLER. MIN.EDGE DIST. SEE TABLE 1,SHT 11 SEE TABLE 1,SHT 11 8700/10/50 PVC INSTALLATION ANCHOR SWING DOOR �_ PERIMETER SEALANT 1/4'MAX.SHIM SEE TABLE 1,SHT 11 IMPACT BYINSTALLER INSIDE AND OUT INTERIOR o o CONTINOUS DBL 1/4°BEADS OF SEALANT AROUND PERIMETER AT ALL INDICATED INSTALLATION ANCHOR m o j: POINTS BETWEEN FRAME AND SUBSTRATE SEE TABLE 1,SHT 11 111 w ¢ m BY INSTALLER. 0 C3 O a_ _o <n PERIMETER SEALANT BY INSTALLER R N Z W INSIDE AND OUT PERIMETER SEALANTa a BY INSTALLER SUBSTRATE BY OTHERS w o 2 INSIDE AND OUT SEE TABLE 1,SHT 11 D HORIZONTAL SECTION MIN.EMBEDMENT 12 TYPICAL JAMB/HINGE ANCHORAGE a w > > ❑ SEE TABLE 1,SHT I i SUBSTRATE BY OTHERS m 4 Z SEE TABLE 1,SHT 11 DREIV �p Pg.....;M.Tfi++'i MIN.EDGE DIST. `��(�r'��GaNB�•.QQ.+,i SEE TABLE 1,SHT 11 /—C"\' VERTICAL SECTION mow: No 513201 iP Q2.,J TYPICAL SILL ANCHORAGE *t * ' r 90� STATE OF /TGW i U ,oti • lo 07- 812015 LUCAS A.TURNER,RE. FL PE#58201 1239 JARARA AVE. NORTH PORT,FL 34288 PH.941380-1574 SHEET DESCRI . INSTALLATION DETAILS SIDELITE DRAWN BY: DATE ADE 09/08/11 1596<: HE CWS-641 B SHEET 1:2 12 OF 12