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Home My WebLink Aboutproduct approval (2) ' - INFILTRATION TEST PRESSURE AND GLASS TABLES (n w -i ' ' ...... . ... ._......._ m_...._... „,..... ................_...,...._....-------- .---_._ ...._...._......I ,........... .... ............ ....... ... ----+�----•718"OVERALL INSULATED GLASS 715'OVERALL INSULATED GLASS (�4 .--1-^^-118"ANNEALED 11 �_-^.....-�-^^-�---^^...118'ANNEALED ! i 1 SW 44TH AVE, OCALA,FLORIDA 34474 L.--- 71(16"AIRSPACE .._------7n8^AIRSPACE --• iN1MN.GWS.GC ' I 4--•6tf6"LAMINATED GLASS 6116"LAMINATED GLASS •--- _-'•� V8'ANNEALED 1t8'ANNEALED 8100 PVC 4 t .......690"PVB INTERLAYER BY DUPONT - ---.ORO"PVB INTERLAYER'BY DUPONT SINGLE HUNG L8 ANNEALED (----t/$"ANNEALED IMPACT QUANEX DURASEAL AVANEX DURASfAL ( IG SPACER / IG SPACER 1(8 PURE`ECT GLAXE'Et'OR SIKAELEit 552 _ ¢ 1(8 PURFECT GLAZE OR SIKAFLEX$52 Q .- N w o o _ o 3 x 112"GLASS SITE ---� Z O o w l~ 1(t GLASS BITE Z 4 Z 0 ED I- rn z I _ n 0) U.o « ZTF dNW 441( a. LLl. C1 EL2 N GLASSTYPEA i*rtrtrrr GtFRSS T`YPE XEDLITEA SASH LETS N, no j v j No 59201 S 71(8"OVERALL INSULATED.CLASS 77$'OVERATE:INSULATED GLASS i TEMPERED 1F8'TEMPFRED —^ 7lf6"AIRSPACE --.- 7116'AIRSPACE �.(�'•,�' y.•'+r�" _..•+--^5/1(6"LAMINATEDGLASS 5116'LAMINATED GLASS ,,�45`�CYNA1• �Q�� . I U8-"ANNEALED ^-1t8'.ANNEALED kttt++rtltM��'* e �. .096"PVB INTERLAYER BY.DUPONT .69W PVB INE'ERLAYER BY DUPONT tib ANNEALED VW ANNEALED y QUANEX DURASEAL OVANEX DURASEAL •'�^ 10 VACER IG SPACER 18 PURFECT GLA7.F'M'OR:SIKAFLEX 562 I9,PURFECTGLAZE'N'ORSIKAFLEX$52 -__._ 9t2212a17..y — LUCAS A TURNER,P.E. S FL PE It 58201 1 •^ it2'GLASS BITE 112°GLASS SITE 1239 JAIBARA.AVE. 1 38 NORTH PORT, 288 PH.941-380-1574 i'Re r n S RTf•5l&W,-'""'"'"' 0- GLAZING DETAILS rPAWlTY.... nA E: ADE 06110108 GLASS TYPE B SET'E'ING SLOGKS PER FBG 2411:3:3:1 CWS-155 D GLASS TYPE B SASH LITE SH-ET FIXED LITE 1:1 2,OF 6 INTERIOR Nis NtiN00W 315TEMS 3 t21 i9 t6�9�/(�tj'�`1�`�,�21 15� {31 1 1 340 SW 44TH AVE, „ Q ! .� (OCALA.FLORIDA 34474 ' { 'WWW,CWS,CC 41 8100 PVC 4" k' SINGLE HUNGIMPACT Q 3 S gzg 1 M i 12 20 w HK 6m?� a6 n �� ox3m_ E F W �i-3:,Z SECTION VIEW B;B p q O Sj S t�Uyf- .°-ruia NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW, c, z a z m RIGHT SIDE SHOWS SASH SECTION VIEW. o 2 u d z p o v F-u 20 cr W OpRU16Wy.W ? a 202N 31 O W � uj r a cc a 5 7 4 ,S1ypREW�!.�� 321-_•.--•w.. .�'�v1Cr8t1;9C,',�¢,yi Y i No 8920f S. STATE bF iw�+ .......... i�s�•� I ! 4 9122/2017...._. LUCAS A.TURNER,P.E, ao 15� FL PE#58201 T 1239 JABARA AVE. � ,,,, — NORTH PORT.FL 34288 4 PH.931.38Q•1574 41 EEET6-gewP"Tib-........... SECTION VIEW(-'C SECTION VIEW A A SWEEP DOCK REQUIREO SECTION VIEWS ALTERNATE FIN FRAME FOR SIZES OVER 96"x 62. NO:SWEEPLOCKSALLOWE6 vVNWY; oa""x; FOR UNfTS36'.x'62'ANDUNDER. ADE; 0&11 CWS-155 0. ITEMS NOT SHOWN FOR CLARITY: scntr 22,27:28,33-37,4345 SHEET 1:2 3 OF G _ __..__.. _ _...... __ _ _.........�......._..._ _...... _d.._.-._. _.._... _.. PARTS LIST FRAME CORNER ITEM PART# DESCRIPTION MATERIAL VENDOR asts•. _ CONSTRUCTION ° ' 1 1+6031 Frame Head, Si Hun PVC MIKRON ([ WINOOw sYSTBFIS 2 K6031 FrameSlB, ,S1 to PVC MIKRON 'C-�'.'.'"-""' t� �_....tt6Jt6"-*'; �_._233t&"----moi 1900 SW 44TH AVE.OCALAI 3 K6031 Frame Jamb,Fig.Single Hu PVC MIKRON ! 2 _-_.— WWW' WS'CFLORnA 30070 AJ 4 1+1836 Alum.Fixed 11deeL Rail ALUMINUM' KEYMARK �. 3 �� 1.._ s.}. WWW,CWS,CC 5 S•6063 Fixed PatCower PVC MIKRON ins 1 Sir 1 Srs 6 1+6027 SashT Rail PVC MIKRON Ills' 1 1116 CORNER WELD 8100 PVC iq 7 H-1497 Reinforcement for STR ALUMINtRvI KEYMARK 1tt6• f.._ (ALL SIDES) SINGLE HUNG 8 1+6028 Sash Bottom Rall PVC MIKRON uA 9 1+1699 Reinforcement for SSR ALUMINUM KEYMARES LL�� IMPACT 10 FIF6004 Sash Side Rail PVC MIKRON PVC FRAME FLANGE-6031 PVC SASH BTM,RAIL-0028 PVC SASH RAIL-60.27 i 11 51498 Reinforcement for SSR ALUMINUM KEYMARK ¢ ar z a 12 S-6064 Qazl Bead PVC MIKRON - w 5 or Ia `�II--z- 13 P-3118 Keeper,Swee Lock ZINC SULLIVAN -—a ttA-. a to >zOz O w-3:25 14 83541 #bas 112,Pan Head,Tek STEEL FASTENAL M z t-3t g r 15 RA32 SAee Lock ZINC SULLIVAN 4 1 t12 CO3�OO d T a W 1311v-- Z F th a 16 P-4633 Barrel Fastener STEEL FASTENAL L FIXED MEETING RAIL a z' a,_n.a, 17 Block&Tackle Balance STEEL IFASTENAL LDWELL z 1111ta ._... l0 ( 4 SCREWEDOUTERFRAMER WITH .2 x o w u 18 PurfectL�azza:'l1.or SikaRex 552 SILICONE KELJSIKA vt6" i - ltts 1:8 r y>p w z 19 Sash SEE STET 2 GLASS RDIttiAi 9tI8" 1 us' 2 tta' a uy 6co 20 Fixed SEE SHEET 2 GLASS RDINAL uts' _ w ,Q a u}i O w w w 21 83429 Ws*, 0;270 x f}.1$7 hack'FinSeal NYLON TRAFAS ;u" u�I Ca w s .r.._..-.. d. � Cn7 nom,.2 22 84638 #3x2,1f2PHMod.Truss. A,TEK STEEL STENAL N 1 O w � ut to 23 #10 x 1 172'Panhead SMS STEEL 2 y PVC SASH SIDE RAIL-6004 FIXED RAIL-1936 p a.' Or�lt�. 24 Flat Washer STEEL FASTENAL PVC FRAME:FIN.6P4fl isttstlrrre 25 S-6014 Screen Catch PVC MIKRONy?OREW! 2$ S-6013 Screen Su PVC MIKRON 27 P-4051 #8 x 1114"Ph Fh TEK,WhL ZINC PASTENAL 89201 `:�-A 1 28 P-3748,#6 x0.625 Quad:Fh TEK,WhL ZINC FASTENAL Hi" t/2'-- �1 us• its' :.a.29 P-3783 I acL Lock STEEL INTERLOGK � .._ s ;4 S R'fi% STATE OFP•4069 { t,Keeper STEEL It fTEPo OCtt ns• :•9%31 P-4264 #8 x 314 FH PH 11#6 Head,TEK,Wht STEEL FASTENAL _... _ ..Ills' tfis' 1518' - 015 _. 11 ,1�'y j} P T 32 P-3218 Screen Frame ALUMINUM ALLMETAL , s 33 P-3321 I Screen Corner Key PLASTID M&Fd PVC SASH STOP-602: PVC SCREEN CATCH-6013 PVC RxED RAIL.COVER-6063 PVC SCREEN SUPPORT-6014 rttltlriN1t1 34 P-3228 I Screen-Spline RUBBER DAPA 35 P-3581 IScreen Cloth VINYL. WIER 36 P-30318 ri STEEL HURLEY 37 P•3029 I Screen Pull Tab. STEEL HURLEY 38 P-33452 t Blk$S Dttr,1t8"'x5tti X2" IBER FRANKLOWE 4f4- _.. stA" 9122tZt3t7... ... 39 x518 Phil Pan Zinc ZENC FASTENAL ane ; L- y ` t C� A0 eepcovet PLASTIC M&M caT�"'— i T 718 LUCAS A.TURNER:P.E, t1 t5 t6" 1t18' Fl PC#5$201 41 rew Support RUBBER TEAM —ins _ _ -Ins 1_,._ 1239JA9ARAAVE. 42. sh StopPVC MIKRON REINF.S.S.R./S.S.R,-1498 REINF:BTM RAIL-1699 REINF TOP RAIIr1492 PVC GLAZING BEAD-6064 NORTH PORT,-1 34288 1 43 sh Carn PLASTIC M&M PH,941-380 1574 1 44 ke'OtACliSTEEL SUMMIT .45 P-3342 Seam Seater SIUCONE SCHNEE-A BOM AND EXTRUSIONS f 46 P:3752 Hole Ptu PLASTIC M&M' 4t F+6048 Frame Head.FIN Slrwte F6� PVC MIKRON 3n6" hiz w' erg DA a' "- — 48 P4959 W .,0:420x0.1$7Lrack NYLON (ATRAFAB. �`---_�3 M —'} t ACBE 06110708 SCREW SUPPORT--3113 'CWS-155 Q NOTE-ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. s �-- SHF_ET� 1:2 4 GIF 6 a°a .• . ...,.. .; ,1�'G^m..T..'a t;;,, ',^a.u'rxi ...,., r:*-r^a*zraa� ....z:.x.«,.xw.,,�.M....M,..M».,..... .,.....m. MIN'EMBIF EMBEDMENT TYPICAL READ ANCHORAGE SEE TABLE I SUBSTRATE OTHERS WINDOW SYSTEMS SUBSTRATE By OTHERS MIN,EDGE DIST. lw $Him SEE TABLE I MIN.EDGE DIST. SU 1900 SW 44TH AVE. SEE TABLE I SEE TABLE I OCALA.FLORIDA 34474 SEE TABLE I WWWCWSCc SUBSTRATE BY OT 114*MAX SH SEE TABLE I MIK EDGE DIST. MIN,EMBEDMENT SEC TABLE 1 8100 PVC PSM41METERSEA T SEE TABLE I BY INSTALLER INSTALLATION ANCHOR SINGLE HUNG INSIDE AND OUT SEE TABLE I MIN,EMBEDMENT SEALANT BEHIND SEE TABLE I IMPACT Eq FLANGE BY INSTALLER L 114"MAX.SHIM <ZO owo ow,a -TER SEALANT w Z 0 _2w <r BY INSTALLER zoz cl:--t PERIMETER SEALANT INSIDE AND OUT :k to 0 cc�:co BY INSTALLER I.-U) INSIDE AND OUT ANCHOR Z Z=2�zcfwoo SEE TABLE 1 0 SEALANT BEHIND 0 V)I— (L I-V) INSTALLATION ANCHOR-— FLANGE BY INSTALLER SEALANT BEHIND z-1.-z I.-M 0 FIN BY INSTALLER z o(D 8 :5 Q- SEE TABLE 11 HORIZONTAL SECTION HORIZONTAL SECTION < pz LL:* 0"0 —— < WO=oz �6 TYPICAL JAMS ANCHORAGE TYPICAL FIN ANCHORAGE 0 HEAD AND 9ILL,51MILAR FOR FIN INSTALLATION 1, I.- R �-,!"5.§0 C> D. tu iW MAX.$HIM SEALANT BEHIND FLANGE BY INSTALLER .. ........ 10 PERIMETERSEMANT MIN,EMBEDMENT BY INSTALLER SEE TABLE I INSIDE AND OUT 1171 SUBSTRATE BY OTHERS Al ........... . SEE TABLE I MIN.EDGE DIST. SEE TABLE 1 TA VERTICALSECTION 6. TYPICAL SfLL.ANCHORAGE -14Ail 912212017 TABLE J*.APPROVED INSTALLATION FASTENERS LUCAS A.TURNER,P.E. M9TYPE SUBSTRATETYPE ANCHOR TYPE M-IN,EMBEDMENT MIN.EDGE DIST. FL PE 95820'1 CONCRETE(2.0 KSI MINI !1 14/2" 1239 JABARA.AVE. FLANGE !L a LAPSM 1. PERIMETER SEALANT NORTH FORT,FL 34258 HOLLOW OR GROUT-FfLLED CMU(117 PCF-MIN.) "I.rM TA?Illt, BY INSTALLER V16-ELCO ULTRACON INSIDEANO OUT HORIZONTAL SECTION PH.941-360-1674 FLANGE CONCRETE(7-86 KSI MIN.) NO FLANGE GROUT-FILLED CMU{ASTM C-90) 3/16-ELCO ULTRACON 1414" 2-1t2, BQXFRAME INSTALLATION 3110-livy IAPCON IFDM NeT - HEAD AND SILL SIMILAR FOR BOX INSTALLATION LE jTEAMI! SH'M KRA M5 TYPE FLANGE FLANGE RANGE FLANGE FLANGE ZX MIN.SOUTHERN PINE(G--0.56) OR ELCO ULTRACON 1.316 718, INSTALLATION DETAILS. FLANGE 2X MIN.SOUTI TERN PINE(G--0.56). #10 WOOD:SCREW, 716FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE w afw- N vy BDATE: UP TO AND INCLUDING A BOX:FRAME APPLICATION IS ACCEPTABLE PROVIDED: RA Jr.GAUGE(0,060.")MIN.,STEEL STUD qJ0-16'HILTlKWjK-FLEXORfTW. FULLTHREAD At) 06110104- FLANGE (33 KSI YIELD MIN) TEKS SELFwDRILUNG SCREW THRO 0.OW- 7116' R I -MIN.1.14"FILLET OF dONSTRjC,'t6N-GRADEADHeSIVE CAULK IS APPLIED Ar ALUM.(6063-TS Mlk)OR 0 GRADE 5 SELF-TAPPING I FULL THREAID 7116" INSIDE AND OUT,FULL PERIMETER.BY INSTALLER. OW 5 155 D FLANGE 1118-STEEL(33 KSI MIN,) DRILLING SCREW' THRU 0.125' -PRODUCT ANCHORAGE IS IN,ACCORDANCE WITH REQUIREMENTS ASs�XL SHEET FIN 2X MIN,SOUTHERN PINE(G-_0.55):. WWOO D—SCREW 1.112, SHOWN FORFLANPE WINDOWS: 6OF6 U1239 Jabara Ave. j�.l North Port,FL 34288 ENGINEERING& Ph. 941-380-1574 TCONSULTING, INC. FBPE C.O.A.#29779 Evaluation,Report 1550 August 28,2017 Product Description: Series 8100 PVC Single Hung,Large Missile Impact,53 1/8"x 76"unit size at up to+/-67.5 PSF,36"x 62"unit size at up to+67.5/-75 PSF,7/8"Insulating Glass consisting of 1/8 Annealed or Tempered outboard lite —Air—5116 Laminated(l/8Ann-.090PVB-1/8Ann)inboard lite Manufacturer: Custom Window Systems,Inc. 1900 SW 40 Ave,Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.00 (4). This product complies with the requirements of the 6`'' Edition(2017)Florida Building Code including the.H`igh Velocity HurricamZone. The product testing standards performed are outlined below. Technical Documentation: 1) This report,prepared by Lucas A.Turner,P.B.,at 1239 Jabara Ave.,North Port,FL 2} Approval.drawing CWS-1551),signed and sealed by Lucas A.Turner,P.E. 3) Test Report NCTL-210-3668-1,-1A,-2,-2A,3669-1,-1 A,-2,and-2A,by National Certified Testing Laboratories,Orlando,FL,signed and sealed by Gerard J.Ferrara,with testing performed: TAS 201,202,203 1994,ASTM E 1886, 1996 200212005,and AAMA A440 2005 4) Supplemental Cates. to support CWS-155D,signed and sealed by Lucas A.Turner,P.E. Installation-. Units must be installed according to approval document CWS--155D. Limitations of Use: This product: • May be used in O/X configuration in sizes,design pressures,and with max.glass DLO heights as shown in CWS-155D • 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-1/8`Ann).inboard lite • Requires Kuraray(Dupont).PVB Interlayer per Miami-Dade N.O.A. 16-17117:02' • Requires Quanex(Mikron)white.rigid PVC framing per Miami-Dade N.O.A. 1.7-0206.10, t I have evaluated the materials in these NOAs and find that they comply with the requirements of the t 6"Ed.(2O 17)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 r Lucas No 58201 '1.�� 8/28/2017 Turner z :`*; ,; =* Lucas A. Turner, RE. 2017-08-30 FL PE#58201 15:59+20:00 03 STA7E OF :'4U 1 Q 0 A 10�'.*Cr��•�4 1113/2018 Florida Building Code.Oniine -W, 77- SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&racts ' Publications F6C StOR I BCIS Site Map } Unks Search �I{1td3 Product Approval +b( " USER:Publit.User $ d &zr Product aoaravai M?nu>Praded or ADaticat(an Search>foDlicatian ush>Application Detail 161i'll /-7FL16736-R2 `ll� / FL Revision Application.Type Code Version 2017 Application,Status Approved Comments Archived ! Product Manufacturer Custom Window Systems Inc, Address/Phone/Email 1900 SW 44th Avenue i Ocala,FL 34474 (352)368-6922 Ext 245 kpine@cws:cc Authorized.Signature Kevin Pine kpine@cws,cc Technical Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave Ocala,FL 34474 (352)368-6922 Ext 291 jlathrop@cws.cc Quality Assurance Representative Arturo Monteverde j Address/Phone/Email 1900 SW 44th Ave Ocala,FL 34474 (352)368-6922. Ext 221 amonteverdeCcicws:cc Category Windows Subcategory Horizontal Slider Compliance Method Evaluation Report from a Florida Registered Architect ora.Licensed Florida Professional Engineer 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 07121/2020 Validated By Steven M.Urich,PE Validation Checklist-Hardcopy Received Certificate of Independence FL16736 R2 COI EvatRea6rt871C.Ddf i 4 Referenced Standard and Yearof Standard)) Standard Year AAMA/WDMA/CSA/101/I.S.2/A440-08 2008 ASTM E1886-05 2005 ASTM E1996-09 2069 PA/TAS 201/202/203 1994 j Equivalence of Product Standards Certified By https://www.floridabuilding.oTg/pr/pr app_dtl,aspx7param=wGEVXQwtDquBobl%2flZm6TgPohLz6ontbd5HABPugYUIXlZZFJrT,CXA043ddA3d 112. 1/13f2018 Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/28/2017 Date Validated 09/29/2017 Date Pending FBC Approval 10/03/2017 Date Approved 12/12/2017 Summa r,of Products FL# Model,Number or Name Descriptiqn I j 16736.1 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider,IMPACT,74"x 63",.XO or OX. 1 Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16736 R2 II CWS-871C,pd Approved for use outside HVHZ:Yes Verified By.Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+60/-60 :Evaluation Reports Other:Large Missile,74"x 63",DP+/-60 psf.Outer lite in FL16736 R2_ AE Ev IReDort871C.p_df I.G.must be safety glazed when used above 30 ft.in HVHZ. Created by Independent Third Party:Yes i Glass complies to ASTM E1300-04. 16736.2. H5-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider,IMPACT,111"x63"-,XOX. Limits of Use Installation instructions Approved for use in HVHZ:Yes FL16736 R2 II CWS-869C.Ddf Approved for use outside HVHZ:Yes Verified By.Lucas A.Turner"58201 Impact Resistant:Yes i Createdby Independent Third Party:Yes Design Pressure:+60/-60 Evaluation Reports Other:Large Missile,111"x 63",OP+/-60 psf.Outer lite in FL16736 R2 AE EvalReDort869C,Adf, I.G.must be safety glazed when used above 30 ft.In HVHZ. Created'by Independent Third Party:Yes t Glass complies to ASTM E1300-04. i Back Next I Contact Us::2601 Blair Stone Road.Tallahassee FL 32349 Phone:850-487-1824 The State of Florida is an AAIEEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement;;Refund statement Under Florida law,email addresses are public records.If.you do not want your e-mail address released In response to a public-records request,do not send electronic mail to this entity.instead,contact the office by phone or by traditional mail.If you have,anyquestions;please contact 650.487.1395.'Pursuant to Section 455.275(1),Florida Statutes;effective October 1,2012,licensees licensed under Chapter 4S5,:KS,must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public.record.If you do not wish to supply a personal address,,please provide the Department with an email address which can be made available to the public.To determine if you aie a licensee under Chapter 45S,ES., please click-here. Product Approval Accepts: ,} Credit Card Safe i i. I htipsa/www.floridabuilding.org/orlon appdti,aspx?param=wGEVXQwtDqu8obl°le2fIZm6TgPohLz6ontOdSHABPugYUiXizzFJrTCXA°lo3d%3d 2/2 gENEM6LNOTEj' HORIZONTAL SLIDER'" LARGE MISSILE IMPACT THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SYSTEMS D TO COMPLY WITH THE FLORIDA BUILDING CODE(FSC),CURRENTI EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AND 1900 SW 44TH AVE. RA L, AN S FOR ZONE E OCALA,FLORIDA 34474 IS RATED FOR WIND ZONE 4 MISSILE LEVEL 0 IMPACT USE AS DEFINED I I TM 1 1 WWw'CWS.CC 1, P R T Be N ASTM E 1996 PER THE F�BC. Z.GLAZING OPTIONS:(SEE SHEET 2) 8200 PVC 3.CONFIGURATIONS-*OX'.'=, HORZ.SLIDER 4.DESIGN PRESSURE RATING: IMPACT --112114'MAX OVERALL FLANGE WIDTH--- -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND GLASS TABLES ASTM E-I3000401109. -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER < z <z INFILTRATION TEST PRESSURE AND GLASS TABLES owo �w o 4915116" 24 St ASTM EA300-0401109. Z. w-0 aw GLA GLASS 0 at o US S.ANCHORAGE:THE 33 113%STRESS INCREASE HAS NOT BEEN USED M I-w ANCHOR J�-3:a5� Z Z� IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR Sm %woo DETAILS.WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD 10, 08 Z 0) — Z I.-=� ANCHOR CALCULATIONS. 0 oo=' =)v— z 010z 6'tL 0 64 114 6,PRODUCT APPROV96 FOR IMPACT RESISTANCE, SHUTTERS ARE NOT — ow =oz. MAX REOUIRED,THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT tt §It OVERALL O. UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT,BUT 'Oj n w HURRICANE �ow MUST z FLANGE BE ENGAGED PRIOR TO EXPOSURE TO HU B CL It He Ff-YING DEBRIS. 0 CL cc Ili 63 E 7,ALL FRAMES AND VENTS FULLY WELDED,SMALL JOINT SEAM SEALANT I- M It I MAX, GLASS 56 1/4' USED AT FIXED MEETING RAIL AND HEADI$ILL. _qo I UNIT x G S ki HFIG OLD D D 8,SERIES!MODEL DESIGNATION HS 6200, too w DL s ly It 6 9.THE DESIGNATION X AND 0 STAND,FOR THE FOLLOWING: V'l SM9 116* X=OPERABLE$ASH,0=FIXED SASH vY No 50201 *�'A;l MAX SASH, 6 HEIGHT 1 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS INA SIMILAR i PD LOCATION. pti STATE OF '40' 11.EXTERNAL WEEP SLOT=IW x 1*LOCATED r FROM BOTH ENDS. off' OR I 's C w A It MAX$ASH WIDTH LucasT=6 r 2017-09-22 J201 9/22 M 13:54-04:00 LucasA.TURNER'P.E. FL PE#'58201 1230 JABARA AVE. NORTH PORT,FL 342i6B PH,941.380-1574 SHE E"bt Sdffl_P_TI6N_*__ GENERAL NOTES AND ELEVATIONS TABLE OF CONTENTS DATe; Y' By WNS GENERAL NOTES&ELEVATIONS. I TEF GLAZING DETAILS .................... 2 Rew. SECTION VIEWS&GLAZING DETAILS 3 M;�X.UNIT SIZE DESIGN RATING IMPACT RATING S8 EXTRUSIONS&13.0,M ................_4 CWS-869 ANCHOR SCHEDULE&NCTES_ 5 111""'x(63" 60 PSF I LARGE MISSILE-IMPACT SHEET INSTALLATION DETAILS_. .......... 1.2 0 1.20 1 OF 6 ........... --- ..... ------- _...... WINDOW��• I 1900 SW 44TH AVE. . OCALA,FLORIDA 34474 W W W:GW S.CC 8200 PVC ---- 716 ovERa L HORZ.SLIDER ------ 3116'ANNEALED OR TEMPERED IMPACT 1A.AIRSPACE lAfdi -.--.-116'ANNEALED OR TEMPERED _.a 1 j 7Jiti` Q - 7 K �--.....-—316'AIRSPACE r O W,0 W 0,0* -3ftfi•ANNEALED { W Z 0 Z. a r z H S116`LAMI D a U1 >-O 06 SENTRY GLASS TONOPLAST INTERLAYER LL W z= j 118'ANNEALED 2 2=2 C of W 0 3116'ANNEALED 0 0 r 0 U:¢=Or._ - ,090 DUPONT PVB INTERLAYER 0 Z.v)y-Z I3 I-c n. OUANEX DURASF.AL g1 PURFECT GLAZE`N' { —.-1J8'ANNEALED y F U.W 0 01,Z IG SPACER SIKAF�EX$52 1- .__.� QUANEX DURASEAL PURFECT GL6,ZE'ir ¢ �a,K t 10 y,I.inn w r: IG SPACER. 9 SIKAFLEX 652 tr z�,Q 0 ff {t th`GIASS BITE Dp TF'O Lu Q p '1W GLASS BITE ,`prurrrrgrr 1 �QciQ t �r Tye•. STATE Of. 14�.•` Q GLASS TYPE B SASH'GLASS GLASS TYPE A FIXED GLASS 9/2212017 LUCAS A.TURNER,P.E.---{{{ FL PE#58201 1239 JASARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 ' SHEETCRfIi'110Ni�� GLAZING DETAILS r_._. ORRVJN dr; OAT'-`•` Ei TEF 10/11113 G a— r;Vc- SETTINGBLOCKS PER.FBC 2414.3:3.1 GWS-869 C scAl ' SHEET �1 20F6 _......._.. _..._ _.,__.. .......... INTERIOR �:/ 3 LNINDOW SYSTEMS 1 48 or M19 0} 45l T {3 4 41 43) } 1.960 SW LOTH AVE. T OCA3A,FLORIDA 3�147b wWVd.CWS:CC 82{IQ PVCs iR SLID IMPACT I owo zo z wJ0 Z � zoz Mow x ( 3 2 S 6 1x 16� t SECTION vievyD-D �ns>-4s$m JAMB ROTARY LOCKS z' wwx>Z I- g= O OFO¢dwSOO JAMB ROTARY LOCKS: U' o -MAYBE SUBSTITUTED FOR JAMB Q x_y z r U y SECTION VIEW B•B IMPACT LOCKS ON FLANGE UNITS. ¢ O z U y z o LL U' -u 20 z -REQUIRED ON FIN UNITS. > ¢ p wLD m -_ - ez0 at�uoui _ 3 z(na OJ5-n CY O�c9 a s U3 18 _� aaaa�aaPq�OR&�xr��` HEAD IMPACT HOOK('TYP.) • NQ $� E .V, MIDSPAN OF SASHES +* .(ITEMS 44&46) gip:. «may 'El4.3 .) !11� S7ATCc OF :414 i g 3 '2 JAMB iTPGT HOOKS(ITEM 42) '?✓f OR ROTARY LOCKS(ITEM 23) •+"•F"+ E I i LOCATED AT"THIRD POINTS. } -( 9122/201.7 i6 NOTE$' 6 -EITHER IMPACT HOOKS OR ROTARY LOCKS LUCAS A.TURNER;F.E. MUST BE USED;IN BOTH JAMBS OF FLANGE UNITS. FL PE{i 56201 0 ONLY ROTARY LOCKS MUST BE USED IN.BOTH 1239 JABARA AVE. __Y ? JAMBS OF FIN UNITS. NORTH PORT,FL 2$$" PH,941380.1574 ! i �J EtTuEFIT"E3S;ktl�St�T1u-- i( SECTION VIEWS c}- DAT: TEF 10111113 SECTION VIEW A-A HEAD IMPACT HOOK AND --"" JAMB IMPACT HOOK)ROTARY LOCK LOCATIONS 1:20 CWS B$9 C -SECTIONS VIEW C-C 6C SHEET"- ALTERNATE FIN FRAME 1:2 3 OF$ _ ................- PARTS UST ..................... ............ ...."........... .,................. _-._.._._�..,,......-....._ ITEM PART# DESCRIPTION VENDOR MATERIAL 3Ila,-------� '"""".. CORNER CONSTRUCTION 1 1}6049 Main Frame,SWHS,Flange,PVC Mikran PVC a ir8'-- ='wI 2 H-1681 Fixed Rail,Heavy Duly,Aluminum Keymark Alum 1 7�1t`' •. WINDOW SYSTEMS {a 1900 SW 44TH AVE. 1 3 S-6077 Cofer,HDFixedRail,PVC Mikron PVC I OCALA.FLORIDA 34474 1116' t •WWW.CWS.CC 5 P 1638 #8x 2112"Ph Mod Truss-Type A TE Ajax Steel 211116" f116 3 9116" d 1718• tits^ i L __........, _ 6 P-3342 Seam Seater,SM5504 Scfinee Silicone � CORNER WELD 7 S-1776 Roller Track. Keymark Alum _ (ALL SIDES) 8200 PVCs i 8 S•6013 Screen-Adapter,Jamb,PVC Mikron PVC j"'-1- Ila' 1'8 HORZ.SLIDER 9 S•6014 Screen Adapter,Head&Sill,PVC Mikran PVC PVC FRAME FLANGE-6049 _ HO MTG RAIL-1681 IMPACT 10 P-4479 Weep Cover wt Flap M&M Nylon PVC FRAME,FIN-6046 11 S•6064 'EIazing Bead Mikron PVC 6 12 H-6050 Sash Meeting Rail,PVC Mikron PVC i-—a 3716'----t r-1 15nD•-- t 3 1e ,5 _ Q y> ¢Z o 23118^ 0.0 m hw-Q[j 13 Fb6051 Sash Pull Rail,PVC Mikron PVC 1 1a 3 w z o 0 K t w 14 1}6052 Sash ToptBot.Ralf,PVC Mikron PVC' r 13 0 3 0 s s-O IY S m 1 518" w 2 tF� 15 I+1497 ReinG Sash Meat.Ra'i!. - Keymadc Alurn ` 2 O . O •a w FO- Y 11th' - L-q 1/16 .1 q ^1116' .t_ ...., 0 Ln F'U n- Ca 4. 16 1-49$ Reinforcement,Sash,Sitle Rail Ke mark Alum ttt___ 17 H-1699 Reinforcement,.Sash Pull Rail Keymalk Alum z O�Z z~ m PVC SASH MTG.RAIL-6058 PVC SASH SIDE RAIL-6051 PVC SASH TOPISTbt RAIL-6052 PVC HD MTG RAIL COVER-6077 ¢ 0 Z 0 C6 Z p tUi,U YB P-3429 Wstp.,0.270 x,.787 back RnSeai,G Ultrafab FIXED MEETING RAIL y ¢ u_.2 0=O y 41 3116' SCREWED TOGETHER WITH 0 t=F- 19 P-3783 Lock.impact.PVC, interlock i' OUTERFRAME tom- O a 20 P 4051 #18 x 1 174"Ph Flat Talk,Wht. Fastenal Steel O 1'$ L Z m w w p0 w w w 21' P-4069 Keeper,Impact,.PVC Interlock SJ6.._ _., o' w N O a 0 V 22 P-3539 #8x 3!4"Square PH Tek,Wht. Fasten! Steel s,_ -�_� l_ f atq•"" a X CL a _— ....._.23 P-4958 Rotary Lock Interlock l- --o 24. P•4633 8.32x 712"Barrel Fastener Interlock `: •u16- i5N6` 1716` r,0% OR$ty++r�i 118' - �L" P ,. 7 ", 25 P-0952 Keeper.Rotary Lock Interlock --� �" t716 SASH MTG.RAIL-1497 r!�l!:' 26 P.4779 Rot(er,Tandem M&M Nylon PLAWAEW-11598 SASH REINF:-1699 ;vr No 58201 9� HEAD IMPACT HOOK.1999 27 P-3541,48 x 1!2'Quad PH TEK 2 Zinc Fastenal Steel -- 314° j +l m alts a�s^-- me— t tta^- 28 GLASS SEESHEET 2 CARDINAL GLASS �[ I - ' ....� pro: �'•rt� 29 pufi6ci Glaze"!i"or Stkaflex 652 FtenkelJSika Silicone O, 16 T '9's STATfi.OF 30 P-3028 Set.Blk.,85 Our.,118'x 7.18"x 2' Frank Lowe Rubber 1116' L_ i �✓�i��F•=cC Op 50Fe Lg. _. 0•�__" __Y S.B.RJ&&R-1498 1116' 31 P-3218 Screen Frame Alimetai RoIfFam1 ROLLER TRACK-1776 ++rrgrr.srN 32 P-4754 Screen Comer Key Allmetal Nylon, 8ttf6' 2- g '33 P-4756 5creenComerKey wlSafetyTab Allmelal Nylon PLAN VIEW-2000 PANEL IMPACT CATCH•2WD 114° 17 9116' T78`y 3 34 P-3029 Screen Pull tab Summit f 35 P-3033 Screen Spring Fla,Spring SS _0 311W 7L - a} w 4 36 P-3228 Screen Spline Dapa 0 PVCGLAZESEAD-6064 1116" 9/2212017 37 P-4772 Screen gblh,Fitterglass GLAZE BEAD-1112LUCAS A.TURNER,P.E. 40 P-3113 Scre*,Support,PVC Team-Plastics Rubber _•_..._. &^ 1121.1 i Ila,-4 FL PE#58261 41 _1P 37-52 Cap Plug,112E Hole M&M 1 51tis' '.. n�.. 316' 1 18^.{ 1239 JABARAAVE- 42 S-1577 Impact Hook Alum Frame iamb Koyma k Alum 43 S 11 Y2 Reinforcement go NORTH PORT,FL 3428$ Head Jamb Keymark Alum 718' 1116 PH 94180-1574 nn ,. „,,,, 1118• PVC SCREEN CATCH•.6013 "I!1`� 5H DE it''17oN: 44 S•2000 Impact Chae4 Sash Keymark PLAN VIEW 1677 PVC ANTI•LEFT-soon 45 P-3748 #6 X518 Ph FH TEK,Z5nc;Painted Ajax Steel ALUM SASH IMPACT HOOK-1577 7 {i. BOM AND EXTRUSIONS 46 'S-1999 Impact Hook.Frame,.H%d Keymark Alum 5/16'. ff 1 1J,� 47 K6048 Main Fro”,SHfHS.Fn,PVG Mikron PUC [-T9 ORAf+.M1N6V: OATS: '- 48 S•6055 Roller Track,PVC;(Anti4ift) Mikron PVC. -{46? {� tn6 TEF 10/11/13 49 P.-5250, Lock,.Impact;.PVC,W/Flipper Interlock SCREW SUPPORT-3113 PVC SCREEN SUPPORT-6014 pvaG'tA; —'-" REV;: 60 -P-4730]USX 172"ph Mad Truss TEK Fastener. Stec{ LfNE1TEM&NOT'USED; CWS-669 C_•.. a,3839 scaLrY—"' SHEET NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-.T6 UNLESS OTHERWISE NOTED, 1:2 4 OF 6 ` t SW 44TH SA TE3OCALFLORIDAA4i4S7 4 4`MAX MP.) !-�-V MAXOC.(TYP) 3- T } r ^SEENOTE2 WWW.CWSCC DMA (2YP.)- " - � s"MAX.(TYP. L (T Oa'MAX:(7YP.) W T .. ._.._�..._, 8200 PVC -INSTALLATION II C I ANCHOR(TYP.). «.Y,L HORZ.SLIDER_ a+Ax.aC. l IMPACT _.3 _1._� crrP.) ,r ( / (yyy a z o x fl � D to 2Oz I3:_. � O F 2, 1- F a D oo az.";--)0 owo ANCHOR LAYOUT-(Ft N1 a z Lo I0 ANCHOR LAYOUT-01ANG—P a i °F��quxlrrtf�, NOTE$: _1.1 STAL.LONE ANCHOR AT EACH INSTALLATION LOCATION;SILL ANCHOR SPACING SAME AS:HEAD. 2,SHIM AS REQ AT EACH INSTALLATION ANCHOR USING.LOAO BEARING SHIMS.MAX.ALLOWABLE SHIMSTACK TO BE 114".USE SHIMS WHERE SPACE GREATER THAN 1116"IS PRESENT.LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED: 9/22/2017 3,ANCHOR TYPE.SIZE,SPACING AND EMBEDMENTSHALL,BE AS SPECIFIED IN THESE DRAWINGS.SEE TABLE.1,SHEET 6, LUCAS A.TURNER,P,E. ' 4:ALL INSTALLATION ANCHORS MUST BE OF OR PROTECTED WITH'A CORROSION RESISTANT MATERIAL,OR`COATING;DLSSOALAR METALS DR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST FL PE td 58201`. BE.PROTECTED TO PREVENT REACTION. 1235 JASAF A NORTHiI'DRT,FL 34288 5.(NSTALLAT(ON ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND DANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM PH.941-380-1574, 'SPECIFIED IN TABLE1,SHEET 6, s rP7iesc'i3TTrFfaA'` - 6.ANCHOR.EMBEDMENT TO SUBSTRATE SHALL BE'BEYOND WALL DRESSING OR STUCCO,FOR,CONCRETEICMU.OPEN(NGS,EMBEDMENT SH&L BE BEYOND WOOD SUCKS,MUSED,INTO SUBSTRATE. ANCHOR SCHEDULE:AND INSTALLATIONS TO 86LID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT OO NOT REOURE 1X WOOD BUCKS BETWEENTHE PRODUCT AND SUBSTRATE. NOTES INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF IX SUCKS BETWEEN THE PRODUCTAND'SUBSTRATE: I 7.A MINIMUM CENTER-TO.GEN7EIR SPACING SHALL SE MAINTAINED BETWEEN'ALL FASTENERS:r FOR MASONRY.1"FOR.WOODAND METAL. TEF 401/1113 I 6 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. VA?d m SUBSTRATES'SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN,TABLE1,SHEET 6.CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS 859 C L .SEALING AND-FLASHiNG'STRATEGIES 1=0R OVERALLWATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: s SHEET FMWAAMA 100(FIN W INDOWS);FMAIAAMA 206(FLANGE WINDOWS),FMNWDMA 250(BOX WINDOWS):FMAIAAMAANDMA 300(EXTERIOR DQORS) _. 1:25. S OF:B v:r„ ',- "°r.d`., MIN.EMBEDMENT Y TYPICAL HEAD RNCHORAGE SEE TABLE 1 ;�...W. p-^^•-SUBSTRATE - - BYOTHERS WIMDC�W SYSTEPIS -_ -------—MIN.EDGE DIST, V4*MAX.SHIM^--•- SEE TABLE 1 MIN,EDGE DIST. -- p--^SUBSTRATE SEE TABLE 1 _ SEF.TABLE 1THE 9 190D SW 44TH AVE. E E TABLE 1 OCALA FLORIDA 34474 SUBSTRATE BY OTHERS--". T _-.. ! 1/4'MAX'SHIM•.... I NJWW.CJYS:CC SEF.TABLE i �•_-, i t MIN.EDGE DIST, • EE TABLEIEMBEDMENT I SEE TABLE T I PERIMETER 5EAtANT-^--^- i IN INSTALLER �...W---__• INSTALLATION ANCHOR•- F"�Q�.SLIDER INSIDEAND OUT _-_""� � - ... SEETABtE 1 __.". ......"� � �Z�JO PVC SEALANT BEHIND )( BEETABBEOMENT LE I IMPACT FLANGE BY INSTALLER L---tfb•MAX,SHIM tttPERIMETER.SEALANT ❑u1 O q p'❑ -•PERIMETER SEALANT a 6Y INSTALLER 2 Z oz IN.' BYINSTALLER INSIDEANDOUT ❑ .Cai>.01r7,,m INSIDE AND OUT -Z z 2 z= ZF" -""" 0 INSTALLATION ANCHOR , Z,- p I SEE TABLF71 0 O Fr O K SEINSTALLATION TAANCNOR- .....- FLANGErBY 1 STALLER �•--- SEALANT BEHIND 0 0 t z a h m a SEE TABLE 1 FIN By INSTALLER 0 z 0 e.HORIZONTAL SECTION C HDRIZGNTAk SEGTON 'Q -Z LL c*O O�'2 . �.....---_. ..S TYPICAL FIN!Fl T PAGE, �• 4 l O III- 0 TYPICAL JAMB ANCHORAGE .. ¢ I,,. HEAO,AND SILLSfMILAR�qR FIN1NSTACLATON � wC :z(6 Lew -O.�.INiw- XCL a0it . n 114"MAX SHIM .a P d E w�+ri SEALANT BEHIND FLANGE BY INSTALLER^.. %aglivolf r ......EN/ rrrt PERIMETER SEALANTVr I ,�Gt� MIN.EMBEDMENT i �.,,5 �' 4 BY INSTALLER SEE'1'ABLEi 1 •�y INSIDE AND OUT t 9 srATB of `ui .SUBSTRATE BY OTHERS- ��•� SEE TABLE 1 .....MIN,EDGE DIST, € �r�F '.0441x1,¢ SEE TABLE 1 /'A"N VERTICAL SECTION 1 4rrSs+QN A '�� \1/ TYPICAL$EtI;.ANCHORAGE f g TABLE t:APPROVED INSTALLATION FASTENERS a 9/2212017 FRAME TYPE SUBSTRATETYpE ANCHORTYPE MiN:.EMBEDMENT MIN.EDGE DIST. LUCAS A.TURNER,P.E. FLANGE CONCRETE(2,0 KSI MIN,} 3116"ITW TAPCON.. 1.112' i-178' FT.PE'#58201 I PERIMETER SEALANT' b FLANGE tiOLLOWORGROUT-FILLEDGMU(117"PCF.MiN.y 3f46"'tTIhTAPCON •y" � 123 3A$ARAAVE. 2" BY RHs7ALLER- - ...^ ,.__ NORTH PORT;;F04288 FLANGE CONCRETE(2,85 KSf MIN) 3716 ELCO,ULTRACON' 1° 1.• INSiDEANDAUT PH.941-381-1574 FLANGE GROUP-FILLED CMU(ASTM CAJO) VIS'ELCO ULTRACON1-114* 21112" 0 HORIZONTAL SECTfON_ 6. BOXFWcMFINSTALLATION__ sHekiDES-vC Iinon:` FLANGE 2X MIN,SOUTHERN PINE(G.=6.55) 3fi6"ITW TAPCON 1-316* 718, HEAD AND SILL SIMILAR-FOR,BOX INSTALLATION OR ELCO ULTRACON INSTALLATION DETAILS FLANGE 12XMIK SOUTHERN PINE(G}11:65) x10 WOOD SCREW 1-318* 778• FLANGE REMOVAL NOTE:PARTIALLY,OR LLUFULLY REMOVING THE F.ANGE,, . DRAWNBY' ...DATE: - -.,... FLANGE 16 GAUGE(0.0607y MIN.STEEL STUD #10.16 H1LTi KWIK-FLEXQft ITW FL7LLTHREAD UP.TO f1h10 INCLUDING A BOX-FRAME APPLIG/ITION,(S "ACCEPTABLE PROVIDED; ��. (33 KSI YIELD MIN) TEKS SELF•DRNG SCREW THRU M060" 7/16' ? TEF' 101,11.tl3: Rf6"ALUM,(6063.7§MIMI OR - #1oGRADE.S SELF-TAPPING t FULL THREAD' MIN�:114"FILLET OF CONSTRUCTION-GRADE ADHESIVE:CAULK IS APPLIED � ""-"^-"••W7c FLANGE 7116' INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. 118'STEL-L(33 KSGMIN.) DRILLING SCREW THRUQ125^ -PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REOUiREMENTS AS CWS-869 C' FIN 2XMfN.SOUTHERN PINE(G=0.55) #6 WOOD SCREW 1-112` CAS . HEET 1239 Jahara Ave. URNER North Port,FL 34288 ENGINEERING& Ph. 941-380-1.-574 T, OE C.O.A.,#25779 CONSLJI:FING, INC. F E*aluation Report 869C September 7',2017 Product Description: Series 8200 PVC Horizontal Slider Window,Large Missile Impact(H.VHZ),. NOX I I I IVY unit size with design pressures of+/-60 psf(Fin or Flange window) 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 6" Edition(2017)Florida Building Code,including the High Velocity Hurricane Zone, The product testing standards performed are outlined below. Technical Documentation: 1) This report,prepared by Lucas A.Turner,P.E.,at 1239 Jabara Ave.,North Port,FL 2) Approval.drawing CWS-8690..signed and sealed by Lucas A.Turner,P.E. 3) Test Reports NCTL-210-3887-3,-3A,4,and 4A,by National Certified Testing Laboratories, Orlando,FL,-signed and sealed by Gerard J.Ferrara.with testing ing performed: TAS 201,102,203 `94,ASTM E 1886'.02/04/05,ASTM E 1996, '04106/09,and AAMAPW.DM.A/CSA 1,01(1.S.2/A440 '08 4) Supplemental Calculations to support CWS-8690,signed and sealed by Lucas A.Turner;RE. Installation: Units must beitistal,lcdaccording toapproval document-CWS-869C, Limitations of Use: This product.- * May be used up to the sizes and daylight openings indicated in CWS-869C 0 Achieves design pressures of+/-60 psf * Is Large Missile impact resistant and does not require the use of shutters # May be used in the High Velocity Hurricane Zone 0 In the operable sash,requires Kuraray. (Dupont)PVB Interlayer per Miami-bade N.O.A. 16-. 11 17.02t ay t j and in the fixed glass requires Kuraray(Dupont) SentryGlas Interlayer per Mi* & N.O.A. 14-0916.1'1 t ami-Da • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A. 17-0206.10t 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 6"'Ed. (2017)Florida.Building Code for use in this product. Certification,of Independence: I do not have,nor do I intend to acquire,nor Will I acquire,, a financial interest in Custom Window Systems or in.aoy company manufacturing;or distributing products forwhich 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 %NW A kWRE11#1;t Lucas No, 58201 9/07/2017 Turner Lucas.A.Turner, P.E. 20 0 FL PE 958201 1 7-09-16 STATE F 0,0. 09:27+20:00 0 1;1 /0NAk- 100 b 3/19/2018 Florida Building Code Online 7' Q BUS Home .I Login ,F user Registration Hat Topics ! Submit Surcharge I Stats&•Facts € Publications-1FOC Staff SC19 Site Map` Links 7 Search " Product Appr oval USER:Public User C'P ProdUct Pprevai Menu>PrOduct ar AQpfiwGon S=a2h>�pOlication List>Application Detail a ; FL# FL13010-R5L ( Q 1( ,�- . . Application Type Revision Code Version ITO17 Application Status Approved -Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments { t Archived L ( I Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 Ext 245 kpine@cws.cc M t Authorized Signature Kevin Pine kpine@cws.cc Technical Representative Say Lathrop Address/Phone/Email 1900 SW 44th Ave Ocala;FL 34474 (352)368-6922 Ext 291 jiathrop@cws.cc Quality Assurance Representative Arturo Monteverde Address/Phone/Email 1900 SW 44th Ave Ocala,FL 34474 (352)368-6922 Ext 221 amohteverde@cws.cc Category Windows Subcategory Fixed Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications,Inc. Validated By, Steven M.Urieh,PE Validation Checklist-Hardcopy Received Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/I,5.2/4440-65 2005 AAMA/WDMA/C5A 101/I.S.2/A440-08 2008. ASTM E1886-05 2005 ASTM E1996-05 2005 PA TAS 201/202/203 1994. I Equivalence of Product Standards Certified By htt s://www.floridabuildin .o Pr/ r aPP_tl.as x?Param=wGEVXQwtD vQEb8FEH60VrsSwFsWlkbaFo9a3237SsZS6leCSOC92Q%a3d°/a3d 113 3/1912018 Florida Building Code Onlihe Product Approval Method Method I option A Date Submitted 0912912017 Date Validated 10/02/2017 Date Pending FBC Approval Date Approved 10/07/2017 Summa of Products RFL# 7Model,Number or Name Description� 13010.1 I PW-8150 PVC Fixed WindowPW-8150 PVC Fig/Fin Fixed Window ---.-- I Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes ELINIQ _R5_g_QAC Q&JR-13—S7-,pdf Approved for use outside HVHZ.Yes FL1301 R _g_CA_C CAK118-416-212-di Impact Resistaft Yes FLS 3010_ C_CAC�CAR 138-5&2.odf Design Pressure:N/A quality Assurance Contract Expiration Date other:PW-8150,36"x 72"and 721'x 7V'see installation 09/14/2019 detail for APs.Large Missile Impact,In HVHZ may only be Installation Instructions used up to 30ft above grade.Glass complies to ASTM E1300- ELIIQJI-0-855AIS�4 3M- f- 04. Verified By. Lucas A.Turner 58201 Created by Independent Third Party:Yes Evaluation Reports Created'by Independent Third Party:Yes 13010.2 PAI-8150 PVC Fixed Window PW-8150 PVC Fig/Fin Fixed Window,Continuous Head& Limits of Use Certification-Agency Certificate Approved for use in HVHZ:Yes DIAUP_R5, G_CAC CA 13 -2610 p f fi Approved for use outside HVHZ*.Yes EL1301CAR S_g5__; AC 138� _ 7o5e2.Rdf Impact Resistant.Yes FL1301 R C CAC CAR 138-706e2.pd Design Pressure:+67.5/-67.5 Quality Assurance Contract Explra#ion Date Other:Large Missile,Dp=+/-67.5 psf,Max.size 74 1/8"x 08/12/2019 72',outer lite must be safety glass above 30 ft,in HVHZ. Installation Instructions Glass complies to ASTM E1300-04. EU2M-R-5 T :CWS-s10C.o—df Verified.By-.Lucas.A.Turner 58261 Created by Independent,Third Party,Yes Evaluation Reports Created by Independent Third Party-Yes 13010.3 PVC Fixed Window PW-8300 PVC Fixed Window,120"x48'. ............ I Limi#s of Use Certification Agency Certificate Approved for use In HVHZ-.Yes FL13Di RS CAC'.CAR 138-258e2.Ddf Approved for use outside HVHZ-Yes L13010_R j - _�_ CAR 138-48le2'p f Impact Resistant:Yes FL13010 CA - AR I 8-482oZpdf Design Pressure:+70/-70 Quality Assurance Contract Expiration Date Other:PW-8300,120" ,,411",DP 70 psf,Large Missile 1j 64/09/2019 N H Impact.Glass complies to ASTM E1300-04. Installation Instructions fLLj01Q_P5_j.j ISp f _CK -37_ ar_& Verified By.Lucas A.Turner 58201 Created by Independent Third Party:Yes, 9 Evaluation'Reports _M_EvalReSAaZ=Pd p f - I Created by Independent Third..Party:Yes �13010.4 PW-8306 PVC Fixed Window PW-8300 PVC Fig/Fin Fixed Window. LTIM Use Certification Agency Certificate Approved for use in HVHZ.Yes FL13010R5_C CAC-CAR 3.odf Approved for use outside HVHZ:Yes FL13010 65-G&6f-gffi 138-1320.pdt Impact Resistant:Yes FL1301 -'U-C--CAC Q&K13k2SOe2 O&f Design Pressure N/A FLJ30 0 S C CgL_CAR 138-274e2,gd Other*Large Missile Impact,See Installation Drawings for E3„QZ¢ M-C CAC_CAR 138-A 5702.p_df Max,size and DP's.Outer lite must be safety glass above 30 ft, FL165 C-CAC CNL12-4--4&5e�3 PA In HVHZ.Glass complies to ASTM E1300-04. FL1301 R-5:a-CAC CAR A239_-5L&pqf fkUW-U-CCa!:_CAR 1.38-730e2.pd to R5 r, r QAC CAP,138-739e,2&ff Quality Assurance Contract Expiration Date 04/29/2018 Installation instructions FL1a010 R I_Q8�159--PA Verified By,Lucas A.Ttimer.58201 Created by Independent Third Party.Yes Evaluation Reports https;/Iwww,flofidabuilding.org/`pr/prappjtl.aspx?param=wGEVXQwtDqvQEb8FEH6OVrs5wFsWUkbaFo9a3237SsZ56leC$Oc92Q%3d%3d 2/3 3/19/2016 Florida Building Code Online FL13010_U_6E_ v Reporti59E Ddf fi Created by Independent Third Party:Yes � xac,. ttex: Contact Us::2601 Blair Stone Road,Tallahassee F6 32399 phone!850-487-18 4 The State of Florda is an AA/EEO employer.Copyright 2007.2013 State of Florida.::_Privacv_Statement::Accessltii{ity Statement;.:.Refund Statement Under Florida law,email addresses are publle records.If you do not want your e-mail addreis'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 mail.If you haGe any questions,please contact 856.487.09S.+Pltrsuantto Section 455.275(1),Florida Statutes,effective October.1;2012,licensees licensed under Chapter 455;RS:must provide the.Department with an email address if they have one.The einails provided may be used for official communication.with the licensee.However erna i addresses are public recoW,lf'you do not wish to supply a personal address,please provide the Department with an email address which can be'made available to the public,To determine if you are a licensee.under Chapter4$S,F,S., please'dick here. . Product Approval Accepts; 0 F9M ER 11 I Credit Card Safe z i https.,Hww v.floridabuitding.otg/prlpr app dtl.aspx?param=wGEVXQvADgVQEbSFEN60Vrs5wFsWUkbaFo9a3237SsZ56leCsQc92Q%3d°lead 313 . ....._.,..._.. _...... ...-........._._..._......_ i GENERAL NO,TL,,S� PICTURE WINDOW - LARGE MISSILE IMPACT. 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW Stu TO COMPLY WITH THE FLORIDA BUILDING CODE(FSCj,CURRENT .1900 SW 44TH AVE. EDITION INCLUDING THE HIGH VELOCITY HUR�INCANE'ZONE(HVHZj FLORIDA 344Ta AND IS RATED FOR WIND ZC}S3E A MISSILE LEVEL O IMPACT US£A5 VUWW.CWS.CC DEFINED IN ASTM E 1598 PER THE FBC, ---•--.......- 73 1W --...........— 2.GLAZING OPTIONS:(SEE SHEET 3) 491F4" .. MAY,OVERALL FLANGE WIDTH 8300 PVC MAX.OVERALL FLANGE WIDTH € MAkUN T WTO - �•—� € T»• -- 72 ._...._,.____- 3.NONFIGR AT ONTHOSE SHOWN ON SHEET APES INCLUDE,BUT ARE t PICTURE WINDOW MAX UNIT WIDTH IMPACT 45 tf8" —•-- ( •• ---- -- 69118 --•- -- 4.DESIGN PRESSURE RATING: GLASS Co GLASS DLO .NEGATIVE DESIGN LOADS BASED ON,TES'T'ED PRESSURE AND A '— — —----—--- ——=———— GLASS TABLES ASTM E-1300.0401109.-POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE.WATER , O to aW� -——— - I—— INFILTRATION TEST PRESSURE AND GLASS TABLES 6 4 a ui Zt' 1 t I ASTM E-1300-04e0fi109. to zOz 1r_am_ S.ANCHORAGE:THE 33 113°!STRESS INCREASE HAS.NOT SEEN USED 1 Z s 2�t w Rr,o o O Oro �Oo. _ { OVERALL I 1N THE DESIGN OF THIS PRODUCT.SEE SHEET 8 FOR ANCHOR U U cn I-U' 7MAj�• ' { TNG I DETAILS,WWDLOAD ANCHORGHT 'CALCULATIONS-RATION FACTOR Cd<1.6 WAS USED FOR WOOD z 'z;V-z 5 v OVERALLFLANGE B { 1 { _ 6.PRODUCT:APPROVED FOR IMPACT RESISTANCE,SHUTTERS ARE NOT s 'a;92=0t _ . E HEIGHT P I _ s I 78" REQUIRED. . syY.if a iii sn us Opt- 7 _,". O ( xEICRH O { 7.ALL FRAMES ARE FULLY WELDEtJ, UN1T I 8.SERIES/MODEL DESIGNATION PW-6300, a rx 0 a aw HEIGtIT t { 73 lie" 9,THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: ,�r�ttttttrry� 69118' 1 { GLASS 0-FIXED SASH.GLASS `�� pREW 7{jrrrr DID { DLO { I 10.SECTION CALLOU eS APPLY TO ALL ELEVATIONS IN A SIMILAR "4Py"VICE NSF''-Q'Y, I { { C { { LOCATION. _v. No 5$201 ;as S A. STATE OF ":'400 Ft i {/p—{ A a s rte ... Y. _9%2212017__ LuCc"JsTurner LUCAS A.TURNER,P.E. I FL PE it 58201 2017-09-22 I239.JABARA AVE. 11:45-04:00 4°P14,941380 i57 zsa GENERAL NOTES ANQ TABLE OF CONTENTS ELEVATIONS GENERALNOTES&ELEVATIONs " 1 LOCATION MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING ARCHITECTURAL SHAPES 2 GLAZING DETAILS 3 ANY 48t x 72- +/-55'�PSF ADE 05/05107 1 SECTION VIEWS.. 4 - waa ..' 0- :. EX'T'RUSIONS&&.0M :......,. s NON-HVHZ „ +1-65 PSF LARGE MISSILE IMPACT cws l5s � 72 x 76' ANCHOR SCHEDULE&NOTESss � HV'Z INSTALLATION DETAILS t(- : I 1�0 1--gH—EETOF 8 ea .. .,. x ~ ^ � � / / ^ � i | � ! ' z LOW . v nNQauv srsT�ns .s 1960 SW 44TH AVE. j OCALA,FLORIDA 34474 vVwW.CVV$.CC PVC 8300 PVC PICTURE WIPIDOW IMPACT } a 3 . 7 a o Xwoo W zoz W_ Tw ¢ om _._— o•rEsaAu i 1 pvEttAt1 c�i LL 5iw 1-o zLL 3ft8"ANNEAL.EE}wTEMPERED -" 3116-HEAT STRENGTH trrTEMPEREDQ U4)6zC�=):U— ^---—9+2`AtR SPACE .^.318"AIRSPACE .""7 L3 �.: .; cc 8l#6�LAMINATGR _ ......7116°14,MI GLASS 0 a �usuLcs`r' iii 'Lt8"ANNEALECT _._.:3i46"HEAT'STRENGTH ? p. KO �; fa,iEZL 090 DUPONT PVRINTERLAYER - .090 SENTRY GLASS IONOPLAST INTERLAYER - fl8'2 W.�: Y# �-118'ANNEALED -»3118"HEATSTRENGTN w UVANEX DURASEAL.,`. PURFL:C7 GLAZE"W PVRFECT Gt:A'LE°H` ,{.+� .. GE 31,""• `''i IG SPACER ( +Y' 8 SIKAFLF�X 652 fGSPACER EAL ,51KAFLEX 859 DC4`•»�1 S� �y<t+ a ❑......_ O .�.... No 58201 I GLASS BITE 1l2"GLASS SITE 112" t0—...._ . 'SISI" 9TA76 bF4iC' tv GLASS TYPE A GLASS TYPE Q �3/22t2©12 LUCAS'A.TURNER.P.E. FL PE t)58241 3 1239 DASA€A AVE, NOR71i PORT;'FL 34288 PH.941-384-1574 1bNT EOTOF4 IVT1CS8i�"" ""� , GLAZINGPETALS GLASS MAX SIZE t SETTING'BLOCKS PER FBC X.H 2411,3.3:1 TYPE` E ADE 05145107 C}P+1-55 A 45 X72 CWS-159 E DP+f-67.5 8 72'X 76 MX ' 5NEE3 1 1900 SW 44TH AVE, OCALA,FLORIDA 34474 WVJYJ.CWS+CC 8300 PVC Is ` _......s PICTURE WINDOW a c� ,-��- ^...�� IMPACT 1 U zoz a_—h 'c 6iE5ol<TpR 89 U za?�- 'w SECTION VIEW B-B d Q 7 :j g Q tai.U IL 1 LL CAS sawv`Osui CL wog Lu N CLxm3; a 0 a. INTERIOR ```fW+NO� Of I vi No$9201 ;fit I t * z i F I I D 9-TUR E LUCAS A.TURNER, E: P C� L FL PE 9 582t0t 1235 JABARA AVE,, NORTH POEN,FL 34288s { 8 PH 941-380.1574 ��t�ttik.f pLSCftiPi'iC�N: SECTION VIEW A•A SECTION VIEWS a ALPERNIATE FIN FRAME e�r: s '. ADE a05105107 CWS-159 E _ scni� SNEE7_ 1:1.33 4OF.8 , '— � b � ITEM PART# DESCRIPTION - VENDOR MATERIAL I H-6006B FRAME,PW,MAIN,HEAD MIKRON PVC 1900 SIN 44TH AVE. 04CALA.FLORIDA 3"74 2 H-60066 FRAME,PW,MAIN, SILL MIKRON PVC www,cws.cc -3 X6-0066 FRAME,PW,MAIN,L.JAMB MIKRON PVC zx*. 4 H-60068 FRAME,PW,MAIN, R.JAMB MIKRON PVC CORNER WELD(ALL SIDES) 8300 PVC 5 H-6006A FRAME,PW,MAIN,FIN' MIKRON PVC SCALE 1:0 PICTUREININDOW! 6 P�3113 SCREW SUPPORT FOR PVC TEAM PLASTIC RUBBER IMPACT zoz P. BID. STATE OF Irr PVC FRAME FLANGE-H-6006B PVC FRAME FIN-H6006A LUCAS A.TURNER,P.E. 123q JABARApNV5, IM NORTH PORT,FL 342W 17- PH-W-3WI574 SCREW SUPPORT-P-3113 EXTRUSIONS&S-O-K PVC GLAZEBEAD-$-6064 ADE 05106107 SHEET v ^ � ( ! � | , ! / l � � ' ' � � � ^ " \ ccUl ` � ` ` ' � / � � � ` ` � ! i � / ' | i � � MIN,EMBEDMENT SEE TABLE, BSTRATE TYPICAL HEAD ANCHORAGE IN',OTHERS WINDOW MTws114-MAX SHIM SEC TABLE I MINI,EDGE DIST T 1900 SW 44TH AVE, SEE TABLE I BY OTHERSMINEDGE DIST. OCALA,FLORIDA34474SEE TABLE i� TABLE 1 114*MAX SHI MIN,EDGE DIST, SUBSTRATE BY OTHERS-,� SEE TABLE I SEE TABLE I MSM 8300 Pvc SEE TABLE I INSTALLATION ANCHOR PERImFTFR SEALANT SEC TABLE I INSIDEANDOUT IMPACT SEE TABLE I SEALANT BEHIND FLANGE BY INSTALLER L 114'MAX SH144 4 SEALANT PERIMETER SEALANT INSIDE AND OUT INSIDE AND OUT ALLATION ANCHOR 2 Xwo /'F'\ HORIZONTAL SECTION 0L,_Q INSTALLATION ANCHOR HORIZONTAL SECTION' I�wi�� Ir HEAD AND SILL SIMILAR FOR FIN INSTALLATION :3:1� 9 CL MUM to w CL to ix ALAN BE IND MIN.EMOIEDME14T BYINSTALLER SEE TABLE I INSIDEANDOUT SIJBSTRMATEBYOTHE SEE TABLE I ----MIN,EDGE DIST, SEE TABLE I SEALANT UNDER SCREW VERTICA.LSECTION HEAD BY INSTALLER TYPICAL SILL ANCHORAGE 9/22/2017 TABLE 1:APPROVED INSTALLATION FASTENERS LUCAS A.'TURNER,P.E. FRAME TYPE SUBST E TYPE ANCIFIOR TYPE MIN.EMBEDMENT MIN,EDGE DIST. FL PE#58201 FLANGE CONCRETE(2,0 K$J MIN1 311V JTW TAPCON 1-1/2- 1_1187 PERIMETER SEALANT NG FLANGE CONCRETE(2.85 KSI MIN.) 3fj6�ELCO ULTRACON 1. NSIDE AND OUT PHL 941-380-1574 Escift .0 GROUT-FILLED CIMU(ASTM C-00) 31161 ELCO,ULTRACON 1-114" 2-11T BOX FRAMEINSTALLATION PFLANGE �116-ITW TAPCON HEAD AND SIU.SIMILAR FOR BOX INSTALLATION INSTALLATION DETAILS FLANGE 2X MIN,SOUTHERN PINE(G=0.65) OR ELCO ULTRACCIN 1-ats" VFW FLANGE 2XMIN.SOUTHERN,PIN5-(G=0.65) 010 WOOD SCREW 1.318". 718" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE,FLANGE, b_RWfN_BW:__5A_Wf_ 'FRAME APPLICATION IS ACCEPTABLE PROVIDED� 16 GAUGE(0.060,*)MIN.STEEL STUD #10-if,HILT)KWIK-FLEX OR ITW FULLTHREAD UP TO AND INCLUDING A BOX- ADE, 05105,tq-f FLANGE (33.KSI YIELD MIN) 7EKS SELF-DRiLLIN6%SCREW 7HRUB,90T 71101 �MIN.114'FILLET OF CONSTRUCTION-GRADE ADHESIVE MLK IS APPLIED aw-da-, FLANGE Ili!ALUM,(606�_15 MIN4 OR #10 GRADE 5 SEI PING I FULL THREAD 7116' INSIDE AND OUT.FULL PERIMETER,BY INSTALLER. cws-159 E 1/8,STEEL(33 KSI MINJ, DRILLING SCREW THRU6.12!r -PRODUCT ANCHORAGE IS IN ACCORDANCE WITH RFQUIREMENTSAS _INMINSQUITHIERN PINE,(G�0.55) #8 WOOD SCREW I-lir 7116, SHOWN FOR 1:2 ` ^ � ' ^ � , � � ( Y � � - - Ty( Tj,�' ITER 1239 Jabara Ave. �.1 1�1 q North Port,FL 34288 ENGINEERING & Ph. 941-3.80-'1574 CONSULTING, INC. FBPE C.O.A. #29779 Evaluation Report 159E September 7,2017 Product Description: Series 8300 PVC Fixed Window,Large Missile Impact,48"x 72"unit size DP55 or 72"x 76"unit size DP67.5(DP65 outside HVHZ) Manufacturer: Custom Window Systems,Inc. 1900$W 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 61G20-3.005(4). This product complies with the requirements of the 60 Edition (2017)Florida Building Code including the HVHZ. The product testing standards performed are outlined below. Technical Documentation: 1) This report;prepared by Lucas A.Turner,P.E.,at 1239 Jabara Ave.,North Port,FL 2) Approval drawing CWS-159E,signed and sealed by Lucas A.Turner,P.E. 3) Test Reports NCTL-210-3954-01 and-IA,:and NCTL-210-39' 55-01 and-1A,from National Certified Testing Laboratories,Orlando,FL,with Testing Performed: AAMA/WDMA/CSA 101/I.S.2/A440-08,ASTM El 88&05,ASTM E1996-05/09 and TAS 201,202,203 1994(TAS reports 3954-1 A and 3955-1 A signed and sealed by Gerard J.Ferrara,P.E.) 4) Supplemental Calculations to support CWS-I59E,signed and sealed by Lucas A.Turner,P.E. Installation: Units must be installed according to approval document CWS-159E. Limitations of Use: This product: • May be used in O configuration in.sizes up to 48"x 72"unit size at design pressures of+/-55 psf, j or in sizes up to 72"x 76"unit size at design,pressures of+/-67.5 psf in HVHZ or+1-6 psf outside the HVHZ,with max.glass daylight sizes as shown in CWS-159E Is large missile impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone i • Requires outer lite in I.G.to besafetyglass when used in HVHZ above 30 ft of.grade i • Requires glazing as shown in CWS-159E,with Kuraray(Dupont)SentryGlas Interlayer per Miami-Dade NOA 14-0916.I1 r in DP65 or 67.5 units or Kuraray(Dupont)PVB'Interlayer per Miami=Dade NOA 16-1117.02t in DP55 units • Requires Quanex(.Mikron)white rigid PVC framing.per Miami Dade NOA 17-0206.10t 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 Oh Ed.(2017)Florida Building Code for use in this i 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. .1 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;�Ptjt7R,E l{rrl�'vx, Lucas Turner = No 58X)1 '= Z 2017-09-16 9/07120.17 r' Lucas A. Turner,P.E. 07:24+20:00 .t STATE Of::fil gyp.;-?4"�s FL PE#58201 O, .R 1 s�alVAt- y1�i no��tet�t �