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1Quotation CU> 0�m WINDOW SYSTEMS By�Steve Smizik Quote#: 1426426/1 1900 S:W.44th Avenue.Ocala,FL 34474 Ph:352-368-6922 Fax:352-368-2928 Attention:ssmizik@thaproducts.com FLORIDA ASSOCIATES i CustPO#;287153_Ludwg" • • • Ship Date:7/31,/2015 SHIP TO 4070 SW 30TH AVE 40710 SW 30th Avenue Route:FHA- FT.LAUDERDALE,FL 33312 Ft.Lauderdale,FL 3331276820 Sob:Name:email Ph:954 792-44:15 Fax:954'583-6977 Fax:954 583-6977 Version 1 Cust No.FLO200-P2453 Item No:.1.. Qty:2 r, Modet:9100SH Color. WHITEr� Desc:8100 SINGE HUNG DP+70/-70,[FLANGE];LOW E 366 NEAT,IMPACT, Dimensions �4 L2A-A_ 1 .WHITE,FRAME;18 X16 Screen Insulated. z DLO:35 5t8 x 61 W/SCREW,SUPPORT.S,SCREEN621/4 - } TIP:3s��a x A' HVHZ HVHZ Std.Gold,Labeling . FPA#161,77.1,WHITE,[No Sill Anchors this$H-8100] Cir.Opng.MEETS EGRESS,ID:1,2 ; ..:�. :•=t. „ 1-00415-00002 . Item.No.2.- .. Qty:1 Model:PVC VERTICAL MULL KIT Color: WHITE Desc:PVC VERTICAL MULLBAR KIT,FPA#9520.2,[FLANGE],.Standard'T'.'Clip, WHITE FRAME,4"FLAT MULL;STD HARDWARE Dimensions 4 INCH MULL BARS;Customer to field mull H-s� HVHZ Std.Gold Labeling,ID:mull — Item No.3: Qty:1 _ .. Model:8940 XO: .'.Color: WHITE Desc:8900 AB XO(OSLI Sliding Right)PVC SGD DP:+60/-60;FPA#11103.1;STD, 2 Track Frame,.5 15/16"Depth,PVC 6040 Threshold,LOW E 366 NEAT,IMPACT, Dimensions WHITE FRAME,:20 X20"'Screen(Dense Mesh);CUSTOM.SIZE s5 v2 x s5 it2 x Insulated;Tempered.: DLO:ss 1!2 x ss u2 n THUMBTURN.ONLY,AL FXD PNL CLIPS,KD FRAME,PVC INTRLK SCREEN. " - "P '� HVHZ Std..Goldlabeling,(1737)SILL RISER,ID:,3 �� arto CWS-K-13-00377-00002 ,000 7/27/15 4A4:20PM'. ' Page 1 of 2 r1 Quotation custom WINDOW SYSTEMS By Steve Smizik Quote#: 1416426/1 1900 S.W.44th A:venue..Ocala,FL 34474 Ph:35.2-36M922 Fax 352-368-2928 Attention:ssmizik@fhaproducts:com FLORIDA HOME IMPROVEMENT ASSOCIATES Cust PO#:.287153 Ludwig Bill • • • Ship Date:7/31/2015 SHIP TO 4070 SW 30TH AVE 40710 SW 3oth Avenue Route:FHA- FT.LAUDERDALE,FL 33312 FL Lauderdale,,FL 33312-6820 Job Name.email Ph:954792-4415 Fax:954583-6977 Fax:954 583-6977 . Version 1. Cust No.FL0200-P2453 Item No.4 Qty:2 Model:8100-SH Color: WHITE .t Desc:8100 SINGLE HUNG DP:+70/-70,[FLANGE],LOW E 366 NEAT,IMPACT, L2A A WHITE FRAME,18'i16 Screen Dimensions Insulated W1 SCREW 8UPPORTS, _ . PLO:.25 /4 x 61 X SCREEN �TIP:28-1/2x62,1/4' .c � HVHZ Std.Gold Labeling [21-Al FPA#16177.1,WHITE,[No Sill Anchors this SH-8100] DOES NOT MEET EGRESS,ID.-4,5 Subtotal: Disclaimers:PLEASE REVIEW FOR PRICING AND ITEM ACCURACY. This quotation is valid for 30 days,Pricing and availability are based on sizes and quantities listed on this quote.Changes in sizing and/or quantities may result in units having to be re-quoted and/or reviewed.:Please verify all sizes,quantities and spermcations prior to placing an order.Quote is subject to changes and corrections until it is signed and placed as an Tax: order.Mullions between units may indicate a need for additional structural support to be determined by the contractor or architect.Additional support should be taken into account when calculating rough openings.CWS,Inc.does not recommend direct mulling above patio doors without additional support.'Thank you.' Total:, 7/27/15 4:44:20PM Page 2 of 2 Florida Building Code Online Pagel of 2 w X Fblida Dep&Ue* acts Itome I Log In ! User ReUMmilDn ; Hot Tapas I I subrrt surcharge 1 stets a Fads I FL., LP stions Fu:3.54 ac!S ea v w I LL-1a I S.'dl ' BusmesjProduct Approval Professi r�a1 �s: , USER:Public User Regulation 111QduR Aonroval Menu>Product or AoolFratlon Search>Aoolication List>Application DBtaa 'r, FL# FL16177-R1 Application Type Revision Code Version 2014 Application Status Approved Comments Archlved ❑ 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 ekossgbcws.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 lay Lathrop Address/Phone/Emall 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 jlathrop@cws.cc Category Windows Subcategory Single Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Fonda Professional Engineer 6Ti 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 COT EvaIR 12B(SH-8100,IMA IIIA h . df Referenced Standard and Year(of Standard) Standard Year AAMA/WDMAICSA/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 43 I http://www.floridabuilding.org/pr/pr_app_dtl.aspx. aram=wGEVXQwtDgvyf4ngAXhlOy... 6/24/2015 i . 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 Surnmary of Products ( FL# Model,Number or Name Destxlption .1.6177.1 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-812B(SH-8100.IMP,NoSillAnch),pdf 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 RI AE DuPont PVB NOA 13-0129 27.Ddf Safety glazing required on outer Iite above 30 ft.in HVHZ, FL16177 111 AE EvalRen CWS-8128(SH-8100.IMP. Glass Complies to ASTM E1300-04. NOSIIIAnch).ndf FL16177 RI AE Ouanex(Mlkron)NOA 12-1017 02 odf Created by Independent Third Party.Yes Back Nett QDJAU Us::1440 Nonh Monroe Street.Tallahassee PL 3 790 Phone:850.487-1824 The State of Florida Isan AA/gq employer.Coovrlaht 20(37.201'1 Stare of Florida.::Prlvacv Statement::Accessiblifty Statement::Refund Statement Under Florida low,small addresses are public records.If you do not want your e-mail address released In response too putdk-records request,de not send elecbronlcmall to this entity.Instead,contact the office try phone Dr by traditional mall.If you have arty questlons,please cafdact 850.487.1395.-pursuant to section 455.275(S),Florida statutes,effective Octobv 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However emall 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 avallatde to the public.To determine If you are a licensee under Chapter 455,F.S.,please click h=. Product Approval Amopts: Kwurit su.rares OM http://www.floridabuilding.org/pr/pr_appdtl.aspx?pavans=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,517/8"x 613/4"unit size, +/-70 PSF,no anchors in sill Manufacturer: Custom Window Systems,Inc. 1900 SW 44`s 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 5a' 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 101/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 0/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-l/8Ann) inboard lite • 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. 12-1017.02t 1 I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the 5s'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. Ifor y • No 58201 � �'�. /� • 4/18/2015 Ir Lucas A. Turner,P.E. .'0; STATF, OF r'w� FL PE#58201 ..� . �!r*��.Fs� ..........R `• Lucas A. Turner �+UNA i+s+,`+ 2015-04-18 22:20-04:00 SINGLE HUNG - LARGE MISSILE IMPACT sdENERALNOTES: 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED �N�W TO COMPLY WITH THE FLORIDA BUILDING CODE(FSC),CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE SIVHZ)AND 1900 SW 44TH AVE. IS RATED FOR WIND ZONE 4 MISSILE LEVEL Hg IMPACT USE AS DEFINED OCALA,FLORIDA 34474 IN ASTM E 1998 PER THE FBC_ WW W.CWS.CC 2.GLAZING OPTIONS:(SEE SHEET 2) ss 0"MAX OVERALL FLANGE WIDTH 3.CONFIGURATIONS:'0/)C*. 8100 PVC 517/8'MAX UNIT WIDTH SINGLE HUNG 4.DESIGN PRESSURE RATING: 4711/16 SLABS DLO -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND IMPACT GLASS TABLES ASTM E-1300-04, A -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER an a INFILTRATION TEST PRESSURE AND GLASS TABLES m1 ASTM E-1300-04. or _ __ 1 S.ANCHORAGE:THE 331!346 STRESS INCREASE HAS NOT BEEN USED MAX IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR sY f- FOVERALLANGE I FI DETAILS.W INDLOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD p m FLANGE ANCHOR CALCULATIONS. v a Z B O I co B 2613116' S.PRODUCT APPROVED FOR IMPACT RESISTANCE.SHUTTERS ARE �i c O 1 GLOSS NOT REQUIRED. a N I a 612/4" I 7.ALL FRAMES AND VENTS FULLY WELDED.SMALLJOINT SEAM SEALANT m W O a: MAX USED AT FIXED MEETING RAIL AND JAMB. UNIT' HEIGHT S SERIES/MODEL DESIGNATION SH-8100. sJ 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: X=OPERABLE SASH,O-FIXED SASH m d O 30 3118" I I 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR Z SASH GLASS LOCATION. �pfufurryr HEIGHTbLO r°��i$DREW X s 6 11.EXTERNAL W EEPSLOT=114'x 1.114°LOCATED 4'FROM BOTH ENDS. `�GQ f.��GE NjF'S GNe,� A A C .4-1No 58201 S;P I _ 6 Lucas A. 'n: SySTATE OF two a — -- -- 20150411 �'Q ��:Tumer 4gR►IDt-- ,.` 6 A %1140'?�OMA1-E'A4 15:15-04:00 �r�/ffffR�f1�N 45 v1s' GLASS DLO z� " 4/11/2015 MAX SASH WIDTH LUCAS A_TURNER,P.E. FL PE#58201 1239 JABARA AVF_ NORTH PORT,FL 34288 PH.941-380-1574 SH ION: GENERAL NOTES AND TABLE OF CONTENTS ELEVATIONS GENERAL NOTES&ELEVATIONS.....1 EDESIGNSSURESLATING DETAIL...............................3 MAX. UNIT SIZE IMPACT RATING eaT D81113112 SECTION VIEWS.................................3 G r: a .: EXTRUSIONS&B.O.M.......................4ANCHOR SCHEDULE&NOTES.........5 51-7/8"x 61-3/4" SF LARGE MISSILE IMPACT CWS-812 e INSTALLATION DETAILS........._.........8 SHEET 1:15 1 OF6 wl�sTsrEru►�� 1900 SW 44TH AVE. OCALA,FLORIDA 34474 WWW.CWS.CC 8900 PVC SINGLE HUNG IMPACT I[/ N dao 718'OVERALL INSULATED GLASS 7/6"OVERALL INSULATED GLASS SY < Cil m m 1A1"ANNEALED OR TEMPERED f/8"ANNEALED OR TEMPERED � 7/18"AIRSPACE 7116'AIRSPACE ZO 0 5118"LAMINATED GLASS 6116'LAMINATED GLASS a z N 1!8'ANNEALED1/6'ANNEALED ¢ O a .090'PVB INTERLAYER BY DUPONT .090'PVB INTERLAYER BY DUPONT o 0 118"ANNEALED 118"ANNEALED � Q aY w DURASEAL BY TRUSEAL DURASEAL BY TRUSEAL � 4 PURFECT GLAZE"H'OR SIKAFLEX 552 PURFECT GLAZE"H'OR SIKAFLEX 552 In < Z 14 1 GLASS BITE 1 112•GLASS BITE ♦♦♦♦♦♦♦ 1ORE1y�T���,i J J No 56209 t vp0� STAT P OF :wry, h��+S++nNni�1,,♦♦ y� FIXED LITE 4/11/2015 (ED LUCAS A.TURNER,P.E. FL PE*58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941980-1574 YltrTDESCRIPT GLAZING DETAILS D NB BAT 06M8/12 DWU-0-- R .: CWS-812 B SHEET 1:1 20F8 0 �NTERIOR � 1900 SW 44TH AVE. OCALA,FLORIDA 34474 1 1 q WWW.CWS.CC 8100 PVC 0 ® SINGLE HUNG IMPACT 1 o qq� o 3 1 1 1 4 W Gt m SECTION B B fA NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW, a O RIGHT SIDE SHOWS SASH SECTION VIEW. ¢ WO W Ec 14 9 G=7 a F ¢ 0 5S$ii w � ¢ o 1 WTERIOR m ¢ z 9 s+slsss Uji' 9 ++N 0...... l, •♦ 1DREW T Q♦♦. `��•JGp°.•VBG E. �Z��nni N6 58201 �'A 1 Z-A'- ,STATE OF ZAU 10 yyy�E`S<,OR,LD.-N tn,� 18 111 6 4/11/2015 2 r LUCAS A.TURNER,P.E. 3 FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 sli Nriora: SECTION A-A SECTION VIEWS BAT 08/18/12 NOTE: ITEMS NOT SHOWN FOR CLARITY: owo r. CWS-612 _ B 20,25-26,36-37,44.51-52,55-56,84,87-68 SHEET 1:2 30F8 REPARTS UST FRAME CORNERM PART# DFSCRIPtiON VENDOR MATERIAL 31/8• CONSTRUCTION 1 H-6031 Malrt Fn,SH,w/Fl .,PVC Head Mikron Vinyl 2 H-6031 Fain—Fr.,8H,w/FI .,PVC,SIII Mikron Vlrryl WINDpVV SYSTEMS 3 H-6031 Main Fr.,SH,w/FI .,PVC L.,Ib. Mkron Vinyl 1 1 15/18• 2311 f 1900 SW 44TH AVE. 4 H-6031 gain Fr.,SH,wlFlg.,PVC,R.Jb. MtkrOn Vinyl 3 � 8 GALA,FLORIDA 34474 6 S-1577 Im act Keymark Alum 4 1 WWW.CWS,CC 8 H-6027 Sash MOGt.Rali,PVC Mkron Vinyl 211/18' 16/8" 1518 9 H•1497 Rash Sash Meet.Rall Keymark Alum 1/16" .L VIE 1/18 CORNER WELD 8'100 PVC 70 H•Fi0a8 3eah Bottom Rall,PVC Mkron Vinyl (ALL 61bESI 12 H-5004 Sash Sldc/T Bot.Rall Mkron Vinyl 1;a SINGLE HUNG 13 3-1498 RelrtL S.B.R./S. 14 Sb064 Glz.Bd.,715' Mikron Vicryl PVC FRAME FLANGE-8031 PVC SASH BTM.RAD.-6828 PVC SASH TOP RAIL-60v IMPACT 18 5.6013 Scm.Ad t., b,PVC,Har¢. Mlkron Vinyl K_f N 19 -6014 Scm. PVC,Vert. Mkron Vinyl 1 12" a3 W 20 56029 Sash Stop/Rller,PVC,Vert. Macron Vinyl 1 3116" � a o 23 H-1699 Reinforcement,SBR Keymark Alum 7/g 24 P-2190 onceBSI 9/18 1 t 25 P3059 Sash Cam,Pvc BSI Plastic i11 m m 28 P-3046 Take Out Cli B31 SS 1/18 1 well 2 1!8 1118 FIXED MEETRJO RAIL W 27 P3783 Lock,Irnpact,PVC Interlock SCREWED TOGETHER WITH v w Z 1118' OUTERFRAME m 28 -4069 Keeper.impact,PVC Interlock Zamac 19 0. 0 30 P3215 Weep Cover w/Flap Gaer Plastic REMR,IMPACT HOOK-1112 ¢ O _> 32 P-3429 Wstp.,0.270x.187back FinSeal,Gray V', . PVC SASH SIDE RAIL-6004 FlXEDRAIL-1836 '�' W 37 P-0638 #8 x 2-112 PH Mod ss,Typo A,TEK 2 steel a F 36 P3768 88 x 0.625 Ph PH Steel 1 5/16" 8/1m i a 39 -4051 W#8 x 1.250 Ph FH TEK, Steel 712^ 1 1/8° t t/a• q o 40 P-3342 S e Sal PHw1#6Head,TEK, Steel - ¢ O 44 P3342 Seem Sealer,SM5504 718• 1 1 Sib• 145 P3752 Ca Plug,1 2" le Nylon L 1118 t/tf �� 1118 z 47 P-3438 Skafft 552 or Purfect Glaze•H" §11WHenkal �p 48 P-3352 Se ra ,5bu 8'x2'Lg. F.LDwe Rumor PVC SASH STOP-60� PVC SCREEN CATCH-6013 PVCFD(EDRAIL COVFJa-fio63 PVC SCREEN SUPPORT-5014 4 OREW REa•TG�,i 51 P-301 Tempory (NFRC/D 52 P-3613 CWS Lbl. opo Pro Label �g�• GEN.�ti•.•y�,s 53 Sash SEE HEET2QLAS9 31/18" 3/4 518" 1/4• � No 58209 = 54 Fix EE SHEET 2 Q SS 1 ?* L 56 P3281 Spacer Duraseal 13 i5r18' 1/16" 1' 9 7J8 of ` 62 P3218 Screen Frame,Horiz. Allmetal Alun 1Jill 1/t a" L s9 S STATE OF t14` 63 P-3218 Screen Frame,VeR, Allmetal Alum REH�. BTM RAIL-169s w 64 P-3321 Screen Frame mer Key Allmetal Plastic REfNE S.B.RJS.S.R.-ive REINF.TOP RAIL-1497 PVC GL.A27NO BEAD-6084 ��l�s"i C R►9�sp����� 65 P-3561 Screen Cloth,18 x 16 Fiberglass Battervue Rbe lass 322 66 P- 8 Semen Splina,.155 Die.,Bk. Dapa rn 1 67 P3029 Screen Pull Tab Summit Alum 68 P3033 Screen Spring,SS Fl.Screen 6S 4/11/2016 70 P3113 Screw Support for PVC T.Plasticsion LUCAS A.TURNER,P.E. 71 H-1836 Alum.Flxed Rail Keymark Alum 0 ails" FL PE#58201 72 9.6063 Cover,Flxed Rsil Mkron Vicryl O 1239 JABARA AVE 73 S-1112Reinforcement,Impact Heck Keymark Alum NORTH PORT,FL 34288 74 P•3541 #8 x 1/2",Pan Head,TEK Fastenal Steel PH.941-380-1574 15116" 1/2' DESCRIPTION: LINE ITEMS NOT USED: S' 3118" 6,7,11,15-17,21-22,29,31,3338,41 43,46,49-50,55,57-61,fig 6 I'---3"—�{ BOM AND EXTRUSIONS SCREW SUPPORT-3113 IMPACTHOOK BAT 06/18/12 5.1577s; .. CWS-812 B NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-TB UNLESS OTHERWISE NOTED. 5CALE SHEET 1:2 4' E'MAX(TYP•) I I 17'MAX O.C.(fYP.) e'MAX."P.) 1900 SW 44TH AVE. OCALA,FLORIDA 34474 W W W.CWS.CC ID 0 1/2' I i SEE NOTE 2 8100 PVC MAX.O.C. (TYPl.I_ SINGLE HUNG O INSTALLA=N IMPACT ANCHOR(TYP.) 1 I '{' � ao I I , o 101/2' XOz > MAX O.C. ¢ "' 0 w a u W ¢ O 4-(TYP.) 4"(rip.) NO ANCHORS REQUIRED IN SILL anurnrr ANCHOR LAYOUT_fFLANGEi `��(pp:•'�,� 3F••;piy��' v: Ne 58201 "' NOTES: 'a 39'ty STATE OF �k/,� 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.NO ANCHORS REQUIRED IN SILL Q a�o r o�2.�•` 2.SHIM AS REO AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE t/4'. USE SHIMS WHERE SPACE GREATER THAN IAA IS PRESENT. LOAD BEARING SHIMS SHALL BE y4�i0...to. CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER WOOD SHIMS ARE NOT ALLOWED. y 3.ANCHOR TYPE,SRE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET S. 1 2015 4.ALL INSTALLATION ANCHORS MUST BE MADE OFOR 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 P E S 58201 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,FL1239 JA13ARA AVE. SPECIFIED IN TABLE 1,SHEET 6. PH.941-380-1574 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,1F USED,INTO SUBSTRATE. SHE�DESCRI111YION: INSTALLATIONS TO SOLID CONCRETE OR GROUT-FlLLED CMU MAY INCLUDE BUT DO NOT REQUIRE I WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE.INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1 X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. ANCHOR SCHEDULE AND NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3'FOR MASONRY,1"FOR WOOD AND METAL S S.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALLOP PROPERLY DESIGNED 13Y THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. BAT 06/18/12 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REOUIREMENTS AS SHOWN IN TABLET,SHEET S.CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. War . 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: CWS-812 B FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMAANDMA 250(BOX WINDOWS),FMNAAMAANDMA 300(EXTERIOR DOORS) `E: SHEET 1:15 SOF6 TYPICAL HEAD ANCHORAGE QMrEMS0 MIN.EMBEDMENT MIN.EDGE DIST. SEE TABLE 1 SUBSTRATE SEE TABLE 1 11C MAX SHIM SEE TABL"YOTHEE 1 1900 SW 44TH AVE. SUBSTRATE BY OTHEAS OCALA,FLORIDA 34474 SEE TABLE 1 W W W,CWS.CC MIN.EMBEDMENT PERIMETER SEALANT SEE TABLE 1 BY INSTALLER MIN.EDGE EDIST 8100 QVC INSIOEAND OUT SEESINGLE HUNG IND INSTALLATION ANCHOR SFLANGETBY INSTALLER SEE TABLE 1 IMPACT I/4'MAX SHIM � N o a o PERIMETER SEALANT BY INSTALLER cQ >} INSTALLATION ANCHOR INSIDE AND OUT W m h] SEE TABLE I SEALANT BEHW D OE BY INSTALLER �+ O 0 CONTINUOUS DOUBLE 3116'BEADS OF B HORIZONTAL SECTION ~ N TREMGLAZE U1600 SEALANT AROUND 6 TYPICAL JAMB ANCHORAGE w PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND BUCK BY INSTALLER. o 114"MAX SHIM p U SEALANTBEHIND w w FLANGE BY INSTALLER ¢ O m Q X/ 1 Z BY IMETERINSTALL SEALANT MIN.EMBEDMENT IN INSTALLER SEETABLE1 � EtV INSIDE AND OUT J��,,, PNDREfy V•,��0 Op�.��G EN qR• M1yi'� SUBSTRATE BY OTHERS v NO SA201 SEE TABLE 1 MIN.EDGE DIST. SEE TABLE 1 A VERTICAL SECTION p 6 TYPICAL SILL ANCHORAGE 9STATE OF r h' . 1�Fs ti4 O R 1 p. C3�?: TABLE 1:APPROVED INSTALLATION FASTENERS LUCAS A TURNER,P.E. SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. FL PE a RNER 58201 CONCRETE(20 KSI MIN.) 3116•RW TAPCON 1-1/2• 1.1/8' BY INSETER A ANT 1239 JABARA AVE BY INSTAII Fp HOLIAW OR pROUi FIl1ED CMU(117 PCF MIN.) 3118`fTW TAPCON 1• 2' INSIDE ANOOUT NORTH PORT.FL 34288 C�HORITONTAL SECTION PH.941-380.1574 CONCRETE(2.85 KSI MIN.) 3116"ELCO ULTRACON 1° 1" �J BOX FRAME SECTION scRlPnoN: GROUPFBlED CMU(ASTM 0190) 3118'ELCO ULTRAC ON 1-1/4' 2-1/21 HEAD AND SILL SIMILAR FOR BOX INSTALLATION 3116'TIW TA INSTALLATION DETAILS 2%MIN,SOUTHERN PINE(p-0.55) OR ELOO ULTRAC ON 1-3/B• 7/8' FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, 2X MEd SOUTHERN PINE(G-0.55) 810 WOOD SCREW 1-3/B' 71W UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: RAwN B 16 GAUGE(0.0601)MIN.STEEL STUD 810.16 HILTI KWIK-FLEXOR ITW FULLTHREAD BAT 06/18/12 (33 KSI YIELD MIM TEKS SELF-DRLLING SCREW THRU OABO` 7/1(f MIN.114•FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED Ugo v. 1/8'ALUM.(6063-T5 MIN.)OR 810 GRADE 5 SELF-TAPPING/ FULLTHREAD INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-812 B 7/16' PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS 1/8°STEEL(33 KSI MIN} DRAWING SCREW THAU 0.12b" SHOWN FOR FLANGE WINDOWS. SHEET 12 BOF6 Florida Building Code Online Page 1 of 2 A �aidaDepaRmerdl BaS HmTm Login user Regwaatw Hot Topics i Submit Surcharge StBtS FBcts 3usines ?) Product Approval lrofessitln�a USER:Public Usu li (A Regulation Product A00roYat mend>ZMgi,=AL&uLqjLkn 5miLb>Avolicallon Chu>Application Detail FL 4 9520-R5 Application Type Revision Code Version 2014 Application Status pproved Comments Archived Product Manufacturer Custom Window Systems Inc. AddresVPhone/Emall 1900 SIN 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 Mullions Compliance Method Evaluation Report from a florlda Registered Architect or a Licensed Florida Professional Engineer 10 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 04110/2016 Validated By Steven M.Urich,PE W, Validation Checklist-Hardcopy Received Certificate of Independence FI 9S2Q R5 CO EvaiRep CWS 836A(3 In MijIl.-IMP1,12cif Referenced Standard and Year(of Standard) IlUmdm& Year HAMA 450-06 213015 ASTM E1886-05 2005 ASTM E1996-09 2009 PA TAS 201/202/203 1994 Equivalence of Product Standards Certified By http://www.floridabuilding.org/pr/pr�_app_.2dtl.aspx?param7wGEVXQWtDqvlHvmuJRWeZ... 6/25/2015 Florida Building Code Online Page 2 of 2 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/28/2015 Date Validated D4/29/2015 Date Pending FBC Approval 05/06/2015 Date Approved 0612312015 Summary of Products FL# Model,Number or Name Description 9520.1 3"Alum.Tube Mullion 3"Alum.Tube Mullion,Horizontal&Vertical,Fin&Flange applications.(IMPACT) Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL9520 R5 Il CWS-836A Q In Mull.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 Instructions FL9520 R5 AE EvalRep CWS-836A(3 in Mull.IMP).Ddf and Evaluation Report for complete list of Limitations and Created by Independent Third Party:Yes Conditions of Use. 9520.2 4"Alum.Tube Mullion 4'Alum.Tube Mullion,Horizontal&Vertical,Fn&Flange applications.(IMPACT) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL9520 RS lI CWS-837A(4 In Mull.IMP).pdf 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 Instructions FL9520 R5 AE EvaIReD CWS-837A(4 In Mull.IMP).pd and Evaluation Report for complete list of Limitations and Created by Independent Third Party;Yes Conditions of Use. 9520.3 5 1/2'Alum.Tube Mullion 5 1/2"Alum.Tube Mullion,Horizontal&Vertical,Fin& Flange applications.(IMPACT) Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL9520 R5 II CWS-838A(5.5 In Mull.IMP),pd Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant,Yes Created by Independent Third Party:Yes Design Pressures N/A Evaluation Reports Others Lange Missile Impact;See Installation Instructions FL9520 R5 AE EvaIReD CWS-838A f5.5 In Mull.IMP),pdf and Evaluation Report for complete list of Limitations and Created by Independent Third Party:Yes Conditions of Use. Baric Next Contact us::1948 North Monroe Street.Tallahassee Fl.32399 Phomel§SD-487-f8Z4 The State of Florida Is an WEED employer.Coevrleht 2007.2013 state of Florida.::Privacy Statement!:Accesslblgty Stab2merlt::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 any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida StabAes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine If you are a Ilamsee under Chapter 455,F.S.,please click LCI[. Product Approval Accepts: ® i" 'ecurltyxil 7 uk., arm http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvIHvmuJRWeZ... 6/25/2015 URNER1239 Jabara Ave. North Port,FL 34288 ENGINEERING& Ph. 941-380-1574 TCONSULTING,INC. FBPE C.O.A.#29779 Evaluation Report 837A April 27,2015 Product Description: PVC 4"Mullion H-1759 Manufacturer: Custom Window Systems,Inc. 1900 SW 44th Ave, Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the requirements of the 5th 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-837A,signed and sealed by Lucas A.Turner, P.E. 3) Test Reports NCTL-210-3833-1B,-1C, -4, 4A,-5,-5A,-6,and -6A,from National Certified Testing Laboratories,Orlando,FL signed and sealed by Gerard J. Ferrara,P.E. a. Testing Performed: TAS 201/202/203-94,ASTM E 1886-02/04/05,ASTM E 1996-04/06/09,and AAMA 450-06 4) Supplemental Calcs.to support CWS-837A,signed and sealed by Lucas A.Turner,P.E. Installation: Units must be installed according to approval document CWS-837A. Limitations of Use: This product: • May be used up to the sizes and design pressures as shown in CWS-837A,using clips as shown in CWS-837A • Is Large Missile Impact Resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone +. May only be used with Custom Window System,Inc.windows,please see separate individual window unit approvals for applicable design pressures and for more details. The lower of the individual window design pressures and the mullion design pressures shall apply to the entire assembly. Requires 6063-T6 aluminum mullion and clip extrusions. 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. \����111iIJt/ No 58201 -z a * * *= 4/27/2015 Lucas A. Turner,P.E. { STATE OF �' ►� �,•• ��+� FL PE#58201 Lucas A. Turner 2015-04-27 21:01-04:00 QENERAL NOTES• 4" PVC MULL BAR - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH MS SHOWN WIDIFFERENT OPTIONS THE FLORIDA BUILDING CODE(FBC),CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL 1900 SW 44TH AVE. D IMPACT USE AS DEFINED IN ASTM E 1996 PER THE FBC. OCALA.FLORIDA 34474 W W W.CWS.CC 2-CONFIGURATIONS(SEE SHEETS 2-3)I VERTICAL OR HORIZONTAL 3.SEE MULLION CHARTS FOR MAX DESIGN PRESSURES AND LENGTH. 4"PVC (REFERTOSHEETS 2-3) MULL BAR I 4.ANCHORAGE THE 331134;STRESS INCREASE HAS NOT BEEN USED IN THE IMPACT DESIGN OF THIS PRODUCT.SEE SHEETS 9-10 FOR ANCHOR DETAILS,WINDLOAO DURATION FACTOR Cd-1,6 WAS USED FOR WOOD ANCHOR CALCULATIONS. O 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. USE OF SHUTTER ISNOT REQUIRED. I ! a 6.DESIGN PRESSURE OF MULLED UNITS SHALL BE CONTROLLED BY THE LESSER p ANCHOR CLIP DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW UNITS. Y ANCHOR CUP -- '—— � gg A I C I I 7.DESIGN PRESSURES AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT u� B 7 APPLY ONLY TO THE MULLION.WINDOWS MUST BE APPROVED UNDER SEPARATE U) O 8 O II O I APPROVAL O B I I B.RESPONSIBILITY OF SELECTING FENESTRATION PRODUCTS TO MEET ANY APPLICABLE LOCAL LAWS,BUILDING CODES,ORDINANCES OR OTHER SAFTEY 8 "> REQUIREMENTS RESTS SOLEY WITH THE ARCHITECT,ENGINEER OF RECORD, BUILDING OWNER OR CONTRACTOR. o 9.SINGLE UNITS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS U DRAWING. SINGLE UNITS TO BE MULLED TOGETHER MUST BE MANUFACTURED BY , X I I X X CUSTOM WINDOW SYSTEMS,INC.AND MUST BE MADE OUT OF VINYL PVC OR o EXTRUDED ALUMINUM. Z 4 I Q I Q I 10.VERTICAL MULLED UNITS MAYBE MULLED INDEFINITELY AS LONG AS THE SINGLE UNIT WIDTH AND HEIGHT ARE NOT EXCEEDED,AND MULLIONS ARE ANCHORED AS psi Alto G F E D SHOWN HERE IN. d�%`,PkWREtV j 10 10 9 g ANCHOR CLIP ,��Op?.�1GEIY ,�Q,yi,� 11.HORIZONTAL MULLION SHALL EXTEND THE ENTIRE WIDTH OF THE MULLED UNIT. J get EXAMPLE HORIZ/.VERT.MULLION VERTICAL MULLION IS USED TO MULL SIDE BY SIDE UNITS TOGETHER. No 58201 FOR SECTION VIEW ONLY R: r ANCHOR CUP -P-. STATE OF J�4U Lucas A. Tumer 2015-04-27 O O , 21:01-04:00 4/27/2015 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE NORTH PORT,FL 34288 PH.941-3W1574 X X I I I 511EET DESCRIPTION. TABLE OF CONTENTS u 4 GENERAL NOTES AND ELEVATIONS GENERAL NOTES&ELEVATIONS...............1 DRAWN Br. DP CHARTS................................................2-3 ANCHOR ADE 09/27/012 80M&EXTRUSIONS...._...............................4 EXTRUSIONS................................................5 EXAMPLE VERTICAL MULLION FOR Dw O EV' SECTION VIEWS.........................................6-7 E WINDOWS FOR SECTION VIEWS ONLY CWS-837 A CONFIGURATIONS&ANCHOR NOTES.......8 INSTALLATION DETAILS..........................9-10 ICSHEET 125 1 OF10 bmlonFrMSM iSF,or h t• Mild kMW!WVWWM H-17M.Rh i=.fp;usnp our(4)NIO&Crew a of mmonryrmetmr•P.180ch.nd of rtwrm.Seenols babW anan wtw7ncrm rmWo w OPENING SIZE(In.) I �--�,� 39 45 51 67 89 89 75 718 81 97 93 99 107318 114 120 128 732 136 145 318 I Vfi9nCA�NIdULLION !\!S✓IlY/[/!/6lt\7 48314 120.0 120.0 120,0 120.0 120.0 120.0 120. 120,0 131,0 120.0 120.0 120.0 1 120.01 120.0 129.0 120.0 120.0 I 9UwZONTMiLLN0alftJ WINDOW STSTfM6 631!8 120.0 120.0 120.11 120.0 20.0 120,0 118.8 11F7 1123 110.3 t 9. 108.6 108.8 1 .6 loan 108.8 1D8.9 108.8 = •r 1900 SW 44TH AVE. 57 120.0 120.0 120.0 120.0 117,9 111.7 106.5 1 , 99,9 W.6 9416 84.3 94.3 94.3 94.3 0.0I e. 63 120.0 119.6 110.3 1029 97.1 921 864 B2B 80.9 7119 77. 77,4 772 71D 0.0 .o � � WWW,CWS.CCA94474 68 129.0 120.0 108.8 100, 93.1 67.5 827 79.2 78.2 73.8 71.6 69.3 60.1 67.2 68.9 66.3 68.3 66.3 72 13),0 112.7 101.4 83.1 EU .1 73.1 70.1 67.6 65.5 63.2 61.8 60.8 60.0 5915 59.2 76 1166 los. 85,0 97.1 80.7 7&s 71.1 67.9 62-5 60.4 58.1 Me 55.5 54.7 54.0 I w 4"PVC DO 70.0 7b4--. 0,0 70.0 1 Tao 0,0 66.5 83.3 1 bas sat 68.0 63.7 522 t,l 50.1 I 0 84 70,0 70.0 70.0 70.0 70.0 66,5 624 59.3 56fi 54, 522 49.8 4a 47.3 I i MULL BAR ss 70,0 70.0 70.0 70.0 67.3 626 .8 5S.8 632 50.9 48,9 411 452 I F• OPENBJG size -� I'MUILLg4GrH IMPACT 92 70.0 0.0 70.0 69.7 60. 59.4 Me 627 sal 41.9 43,9 -' - - 99 70.0 7Q0 70,0 86.8 606 56.4 527 .9 47,4 45.3 43.4 41.3 1 - - - I VEHTITRIPLE I.LLION DP CHART IS FOR: CALUITRIPLE 1+t NON-INTERSECTED IMPACT 4"MULLION 1759,HORIZONTAL OR VERTICAL,USING(PER END): iOPMOn"NEON H 1522 CLIPS I Q -(4)#10 SCREWS INTO WOOD or METAL -(4)3/16.1IW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD I i } -(4) 1/4"ELCO ULTRACONS INTO HOLLOW or GROUT-FILLED BLOCK 5 m ----------------------------------------------------- z PS Z Dustin Rmaure Gan.PSR.iw m tenfeclee 1WoCt PVC4•Wltal 141 w4h 17D7 Ctl ue Ent )810•arewa w� y unerora par anon eMcd mAlln, ee rote k)w rw rutmar=Waco crumb.. � �i1 � z OP NO SIZE am) I J 70- a Q 39 45 51 57 63 69 75 916 81 87 93 99 107 318 114 120 126 132 138 145 318 I �IOPFT4ING SIYL T •MULL LENGTH -4 N j 48314 1 A 120,0 131.0 120.0 120.0 120.D 120.0 120.0 120.0 120,0 120.0 120.0 1 120.0 120.0 120.0 7310 13),0 PENIN'NeSIZJ OVER TWIN 0C O W 53118 120.0 120.0 12010 1211.0 120.0 130.0 120,0 1200 120.0 13111 120.0 120, 120.0 120.0 120.0 120.0 120,0 120.0 I VERTMUULLION a F .0 120,0 1210 720.0 120.0 120.0 120.0 120.0 10,0 137.0 120.0 120.0 120.0 29.0 129-0 120.0 12 a 70.0 I NOR�r4t NpLr � a c 63 1ZD. 120.0 120.11 720.0 12x0 IRO 10.0 12(1.0 129,11 131.9 120, 117.5 7160 115.2 114.9 70.0 0.0 0.0 I ` 1210 120.0 120.17 127.9 120.0 120.0 117.8 113.4 109,6 1066 103. 101.3 100.0 70.0 70.0 0.0 70.0 p 07 72 120.0 129.0 120.0 120.0 1711.0 1211.0 113.9 106.8 104.3 700.8 97.5 94,1 0,0 0.0 70.0 0.0 70.0 OPENINGIj p 76 120.0 720.0 1310 720.0 120.0 1125 195.0 101.0 Us7 93.0 69.9 864 0.0 .0 70.0 0.0 •• BO 70.0 70.9 70.0 70.0 70.0 0.0 0.0 0.0 0.0 7 0.0 7Bo 0.0 0.0 70.0 w 6120 Q Y Z80. 70.0 70.0 70.0 70,0 0.0 70.0 70.0 70.0 70.0 0.0 70.0 0.0 0 }_ Be 70.9 70.0 70.0 1 70.0 1 70-2 1 0.0 IV 70 70.0 70.9 0.069.8 9. 67.3 - _ I rI I aaaaa411Y141�14y�� B2 70.0 70.0 o 96 0.0 70.D 0.D 70.0 0.0 70.0 70.0 0.0 69.0 65.3 622 565 - OPENING SIZE+I MULL LENGTH -I•-� �♦OP�� G�$�Tr'�'t'�' i DP CHART IS FOR: T11ANsoM W6R TRIPLE y Ne 56801 *%1I NO761NTE ECTED IMPACT 4'MULLION 1759,HORIZONTAL OR VERTICAL,USING(PER END)! i VERTICAL MULLICN 7 CLIPIS -(6)#10 SCREWS INTO WOOD or METAL I v 0.3 -(6)3116'RW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or W OOD ,p tL STATE OF a t& ----- -(6) 1/4-ELCO ULTRACONS INTO HOLLOW or GROUT-FILLED BLOCK I �'�,Q /;(C R tp t: tet ►" �...... Dean sere mL F.iw Nd Irftumoctue ❑ ,w 70.e e MfMo set()s12 screws Or 114aewa parown aid ci mftm Sol notabobwrtorwmer w.hormav imwrreeon. 'y ry��I���NAj1 ada♦ OPENING SIZE pn.) �Z 39 45 51 1 57 63 69 1 75 918 81 97 93 99 1 107 319 114 120 129 132 1 130 145 318 12 48 314 120.0 137.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 129.0 1210 120.0 1210 I I I 4127/2015 53 118 120.0 120.0 170, 7310 120.0 120.0 120.0 121.0 ,0 120,0 120.0 720.0 120.0 20.0 120.0 12" 120.0 120.0 I (OPENING 9¢EF"-- LUCAS A.TURNER,P.E. 57 120.0 120.0 120.0 120.0 127, 1200 120.9 1211.0 1210 120.0 129,0 120.0 120.0 1210 120.0 1z0.D 1210 .0 I FL PE#58201 63 .0 720.0 120.0 120.0 120.0 120.9 720.0 120.0 120.0 .0 120,0 72x0 120.0 120.0 .0 70.0 70.0 0.0 I 1238JA8ARAAVE. 68 1200 120.0 120.0 20.9 YZ0.0 120.0 .0 129.0 620.0 120.0 129.0 120.0 120.0 118.7 7aD 70.0 .D 7o.D NORTH PORT,FL VE. 72 1210 120.0 1 0 720.0 120.0 120,0 120.9 120.0 ,0 120.0 116.7 1126 0.0 .0 70.0 70.0 0.0 I PH,841-380-1674 34288 76 120.0 120.0 120.0 1210 126.0 137.0 120.0 1210 1167 111.9 0.0 103.5 0.0 10 70.17 70.0 I 80 �70 7.0 70.0 0.0 70.0 70.0 0.0 0 0.0 70.0M70.O70.0 0.0 0.0 DESCRIPTION: 84 .0 70.0 70.0 70.0 70.0 70.0 .0 70,0 70.0 .0 - I DP CHARTS 70,o 70.0 70.0 0.0 70.0 70.070. _ I Not Es: NON-INTERSECTED 92 70,0 70.0 70,0 70.0 70.0 Moo 7o.0 70. 70.0 1-THE MULL BAR IN FOCUS FOR ANY GIVEN MULLS 98 70. 70.0 70.0 70.0 70.0 70.0 70.0 70.0 69.0 653 622 _ - CONFIGURATION IS SHOWN IN BOLD. DATE: DP CHART IS FOR: 12.AN INTERSECTED MULL BAR HAS OTHER MULL NON-INTERSECTED IMPACT 4I BARS)ATTACHED TO IT(SHOWN IN DASHES) ADE 09/27/012 "MULLION 1759,HORIZONTAL OR VERTICAL USING(PER END): THROUGH THE USE OF MULL BAR CUPS. AN Dw 1767 CLIPS I INTERSECTED MULL BAR WILL ALWAYS BE -(6)#12 SCREWS INTO WOOD or METAL I ATTACHED TO THE SUBSTRATE AT BOTH ENDS. CWS 837 A (6)1/4'ELGO ULTRACONS INTO SOLID CONCRETE or WOOD I3.NON-INTERSECTED MULL BARS CAN BE ATTACHED A SHEET TO THE SUBSTRATE AND OTHER MULL BARS. 1:1 2 OF 10 Dee n PrC$5=CtWll.PSr.fW klIMMOd tT8MPtl04'8L ,w c M lout(4)Cox-OrM"NMMPNOWheMOInhbe.BWmtubsim chlrtfWfUnhW=Wag0W0MWcm OPQIINOSQE(In. ] \`/llSiftlR(�lll� 39 1 45 51 57 1 83 W 75 318 81 1 87 93 99 1 170 918 114 1 120 128 132 138 145 3B 37 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 1 120.0 120.0 11&3 106.6 103.4 1 98.5 84.0 89.9 86.2 B20 I WINT)OYI/SYSTFJ'IS 42314 120.0 120.0 imo 1m0 120.0 120.0 120.0 120.0 1 114.3 107.4 101.3 91.8 88.9 84,6 00.8 77.3 4, 70.5 1900 SW 447}'1 AVE. = 48314 120.0 120.0 120.0 1ffi0 720,0 1 .0 1728 105.8 99.1 X1.3 88.0 79.0 77.2 8 70.4 67.4 84.0 Bt.4 I OCALA,FLORA 34474 531)8 120.0 120.0 1 .0 120.0 120.0 1,7.1 157- &3 00.3 85.0 80.3 726 70.4 67.1 64.2 81.5 530 86.2 I www.cws.cc 57 120.0 120.0 120.0 720.0 111.2 102.8 BSO B9.1 83.8 78.7 74.3 67.3 85.3 GL3 68.6 57.0 64-7 521 63 120.0 120.0 1186 108.1 99.3 91.8 85.0 78.7 4.8 70.5 80.8 BOA ,6 56.0 63.5 51.2 ? 6E 120.0 120.0 10& 9&s 90.9 780 73.2 6&7 64.8 81.3 55.6 _ I 4"PVC 2 72 12D.0 1121 101.4 925 85,1 78.6 73., BB.B &6 52 5 60.8 57.5 2 .7 ' I MULL BAR 75118 119.7 1062 95.9 87.7 80.7 7 F9.4 65.2 61,3 57.8 54.7 49.6 DP CHART IS FOR: I IMPACT INTERSECTED IMPACT 4'MULLION 1759,HORIZONTAL OR VERTICAL,USING(PER END): TRS CLIPS ] -(4)#10 SCREWS INTO WOOD or METAL I 7WI ULE vERTICAL -(4)3116°ITW TAPCONS or FLCO ULTRACONS INTO SOLID CONCRETE or WOOD MULuON a -(4) 114•ELCO ULTRACONS INTO HOLLOW or(TROUT-FILLED BLOCK I o ---------------------------------------------------1 a nffimeure tSP,tar bmnecte a Son 17 w 1 lotoe uslp et( 4 6areWM er neamry ano ver eaC ettl of `.AB non bebw cNn tortunnm M6e reomalar I = -- Y OPENING 612E In. I � m 39 1 45 51 1 57 1 63 69 75 318 81 97 93 99 110 318 114 120 126 132 138 145 319W 37 120.0 120.0 120.0 120.0 120,0 170.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 1ffi0 120,0 I O c. 42314 120,D 120.0 120,0 120.0 120.0 120.0 120,0 120.0 120.0 120.0 120.0 120,0 120.0 120.0 120.0 115.1 1 110.3 105.0 a W = 48314 120.0 120.0 120. 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 11& 114.9 il)9. 104.7 100.3 90.1 9, I 9 Z W 53118 120.0 120.0 1ffi0 120.0 120.0 1 .0 1200 120,0 120.0 120. 119.5 108. 104.9 100.0 955 87.6 83,0 l O 57 720.0 ,20.0 12&0 120.0 1 120.0 120.0 120.0 120.0 7Ir 7.1 710.7 100.2 97.2 27 88.6 84.8 8,.4 77.8 ICL -� 53 120.0 120. 120.0 720.0 120.0 120.0 120.0 178.7 111.4 105.0 99.2 89.9 07.3 99.3 78.8 78.2 I rc OPENING SIZE m 68 120.0 120.0 791.0 120.0 12D.0 120.0 11&1 109.0 1023 9&5 81.2 827 80.3 7&6 - 72 120.0 120.0 120,0 120.0 120.0 1,7.3 -8 1022 9&0 80.5 85.8 77.7 HORIZONTAL MULLION 75318 120.0 120.0 120.0 ,0 120.0 17 .3 1W.9 97.0 912 80.0 ,4 73.9 - - - - o DP CHART IS FOR: i a gL INTERSECTED IMPACT 4'MULLION 1759,HORIZONTAL OR VERTICAL,USING(PER END): y►1d94s 1767 CLIPS I w •pN �4 -(6)#10 SCREWS INTO WOOD or METAL I �.•`•At;DRE tv T�•ii -(6)3/16'rTW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD I ]SINGLE] ��•` ',••��G@Ns�Ggs��i�� 1/4ULT HOLLOWorGROUT_Fl- BLOCK----------------------------1 qw SIN - - ---- OR f Ne 58201 *.'A Dawo RMsaure UK Itip,tcr k"mww kvwl , CCWoon w kht 61 cape ualg ah(6)012 wf-m4 or r8eon3 Wu hand N s.mobSee mmbekrW anon tatrunImMth na 100rmm ] O ]TRIPLET UNITS 4C OPENING SI�8n.) I IBELOWI '9' STATE OF 4 39 1 45 51 57 63 69 76 318 81 W 1 93 99 1103181 114 1 120 1 125 132 139 1 143318 I I I %0% F '.0, 37 720.0 120.0 120.0 77-0.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 720.0 1 .0 120.0 1200 120.0 120.0 120.0 �0S a R t N 'Di c 42314 720.0 120.0 120.0 120.0 120.0 1 .0 ,2&0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 12&0 120. 120,0 120.0 I MULL LENGTH �y 3 a �• = 48314 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 123.0 20.0 120.0 120.0 120.0 20.0 120.0 120.0 115.1 7035 I ����iQNAutP``•, 53118 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 119.7 114.3 108.5 1�.7 100,1 57 120.0 120.0 120.0 120.0 120,0 191.0 170.0 720.0 1 .O 120.0 120.0 120.0 1 8.4 Y11,0 to&o 101.8 87.4 928 -wi 63 120.0 120.0 120.0 120.0 120.0 1 120.0 120.0 120.0 ,20.0 18.9 107.6 1D4.5 99.7 95.9 91,2 77-7. -- I 4/27/2015 ') 89 120.0 720.0 120.0 t .0 1�.0 Y20.0 1�,0 120.0 U20.0 115.5 109.2 99.0 9&1 91.7 - ] 72 120.0 ,20.0 520.0 120.0 120,0 12&0 120.0 1 .0 176.0 10&3 1025 93.0 90.3 - - - - -- LUCAS A.TURNER,P.E. 7s 319 120.0 120.0 720.0 120. 120,0 120.0 720.0 11&2 109.2 103.0 A 8&4 ___ I FL PE#58201 I 1238 JABARA AVE. DP CHART IS FOR: NORTH PORT,FL 34288 INTERSECTED IMPACT V MUWON 1759,HORIZONTAL OR VERTICAL,USING(PER END): i PH.841-380.1574 1767 CLIPS -(6)#12 SCREWS INTO WOOD or METAL I o I (6)114'ELCO ULTRACONS INTO SOLID CONCRETE or WOOD I NOTES: INTERDP CHARTS SECTED MULLS ]1.THE MULL BAR IN FOCUS FOR ANY GIVEN CONFIGURATION IS SHOWN IN BOLD. oanw TE; I2 AN INTERSECTED MULL BAR HAS OTHER MULL ADE 091271012 BAR(S)ATTACHED TO IT(SHOWN IN DASHES) THROUGH THE USE OF MULL BAR CLIPS.AN r nEv.: INTERSECTED MULL BAR WILL ALWAYS BE CWS-837 A ATTACHED TO THE SUBSTRATE AT BOTH ENDS. I3.NON4NTERSECTED MULL BARS CAN BE ATTACHED 9 SHEET TO THE SUBSTRATE AND OTHER MULL BARS. 1:1 3 OF 10 ITEM PARTE IDIESCRiPTION FRAME TYPE ��� -r MULLBAR CUP •'L'MULLBAR CLIP comw 1 H-1759 MULL,1 3/8•x 4',FLAT,PVC (F-1822.)G(X) F-1767-XXX)2 1895 DRIP ADAPTER NEW NOTRECOMMENDED F-1767-art3 S-1896 F ADAPTER 4 S-6018 MULL COVER RETRO F-1522-014 F-1767-007(L&R)or 1900 SW 44TH AVE. 5 FA 22.014 RETRO FIT MULL ANUR R P F-1767-002 OCALA.FLORIDA 34474 6 F-1522.027 RETRO FIT MULL ANCHOR CUP FIN NEW F-1522-027 F-1767-005(L&R) WWWCWS.CC 7 F-1767-002 L-ANGLE 4•MULL CUP,STANDARD RETRO F-1522-027 F-1767-005(L&R) 8 F-1767.005L L-ANGLE 4'MULL CLIP,FIN,LE NEW NOT RECOMMENDED F-1787-M Orr PVC 9 F-1767-005RLO 5R L-ANGLE 4r MULL C ',FIN,RIGHT BOX RETRO F-1572-014 F-1767.007(L&R)or MULL BAR 10 F-1767-007L L-ANGLE 4'MULL CLIP,RETRO FLANGE,LEFT F-1767.002 11 F7767.007R NGLE 4'MULL CLIP,RETRO FLANGE,RIGHT IMPACT 12 #10 x 1 1/2",PANHEAD PHILIPS ZINC 13 #10 FLAT WASHER 14 ALK �1 15 #10 OR#12 HEXWASHER D TEK SCREW*(See rote belov4 16 -1898 V HORIZ MULLION CLIP,PVC g p 17 -5132 I MULLBAR CAP 17118"(TYP.) Y 18 #10 HEX WASHER HEAD TEK SCREW elar(fl P) 8�(TYP-) w m 19 #10 FH TEK SCREW m USE WOOD SCREW SIZE(#10 OR#12),SPECIFIED IN W WDOW UNITAPPROVAL DOCUMENT o Ey 1 1115116.1 19116-(TYP.) ¢ OZ 1/2• 2 LAI It I a s 1/16• 4118" w Q TOP VIEW 4, a y DRIP ADAPTER S-1095 3 7/e` 1/4•'TNRU(TYP.) LU 13 3 1/2" a Z 1 114"1 L 1rz' 1 ]14 THRU(TYP.) dHtlnip,�y 3 �® %* NDREW !4� ills- 11a• TL1 THAU{IYP.) p9 y`�6Ns�G5p0. FLANGE ADAPTER S-1896 ILi OUTSIDE •• NO 5801 •�• 4•HORR MULLION CLIP 8-1898 yr * :*�, 6116 1 11116"(TYP J 11 718") Z13 '�- 1131 Z13% 3118` 1/8° 6 X90 STATE OF :�/t+` 2 3116" 3718' ���i40-.4,0 R 1 O 7/16• '- 4 13/8• � � � va• �ygngnA 1118• L !__ PVC MULL COVER-6018 �47l84/2/2DI5 4'MULLOAR H-1759 12 114"1 LUCAS A.TURNER,P.E. RETRO CUP(4")F-tfi22-027 FL PE#58201 OUTSIDE 7119•( p) 1239JARARAAVE. Y" NORTH PORT,FL 34288 1 5116 PH.941.380-1574 SCOSHEET DES 1 70 REIAOVE FIN OEMAND BREAK 5 BOM AND EXTRUSIONS 23!16" A 7 DRAWNDTE: t L. u ADE 09/27/012 DwaY. HEV.: TYP.FIN FRAME DETAIL A Ir 47/8'�I CWS-837 A RETRO CUP(41 F-1522-014 s SHEET NOTE:ALL EXTRUSIONS ARE ALUMINUM 6083-T6 UNLESS OTHERWISE NOTED, 1:2 4 OF 10 FRAME TYPE OPENING "r MULLBAR CLIP •2"MULLBAR CUP (F4522-XXX) 1767-(X)) NEW NOT RECOMMENDED F-1767-002 W) FLANGE RETRO F-1522-014 F-1767-007(L&R)' 19DD SW 44TH AVE. F-1767-M OCALA,FLORIDA 34474 FMNEW F-1522-027 F-1767-W5(L&R) WWW.CWS.CC RETRO F-152&027 F-1767-M(L&R) 7o it NEW NOT RECOMMENDED F-1767.002 4"PVC BOx RETRO F-1522-014 11117(L&11,11 MULL BAR F-1767-002 IMPACT 7116•(TYP) 114'(TYP) p Y 37B" W m 1 5(8• (2314') 1 sw y O O T O 12 i 1/2' 112• R O 23/d" OUTSIDE OUTSIDE 23/4, ,�` a o — 5' 6• � V Y"ANGLE 4'MULL CLIP,RETRO FLG(LEFT)F-1767-007L •L•ANGLE 4"MULL CUP,RETRO FLG(RIGHT)F-1767-D07R d W �i ........... �gi 1B' 7 tlg• pro: Sam ��O 6TATE OR 6 7/Er - L 8 71B• IL-6 7fa" +I ry s+b'�O R. 7/16•(tYP) v4•(TYP) ��i� ... aaaa 3!9 O 8 7/16'{TYPJ 114"(TYP.) 4/2712015 Isla, (23J4 I t fva' O LUCAS A.TURNER,P.E. FL PE#58201 4114' 1 9116"(TYP.) 1239 JABARA AVE. 3 779" NORTH PORT,FL 34288 PH.941-380-1574 ice, L 12 719') 18116" SHEET DESCB d/ z IPMW 3/4 EXTRUSIONS 2314• 37B" zx) OUTSD7E OUTSIDE 5• $" OUTSIDE flAWN BY; -DATE'- 27/ts^{z1q 27na• t>z (2x1 •L"ANGLE 4"MULL CLIP,FIN(LEFT)F-1797-005L "L•ANGLE 4"MULL CLIP,FIN(RIGHT)F-1 787-005R ADE 09/27/012 (WOOD CONSTRUCTION ONLY) (WOOD CONSTRUCTION ONLY) -L-ANGLE 4"MULL CLIP,STANDARD-F-1767-002 CWS-837 A SCALE: SHEET 1:2 5 OF 10 ' vn�naw s�irs>�n t 1900 SW 44TH AVE. OCALA,FLORIDA 34474 www.cws.cc 1 1 4"PVC 0 1 MULL BAR APPLY SEALANT ALONG FULL IMPACT MUST BE REMOVED LENGTH OF WINDOW FRAME WHERE WINDOWS GROOVE PRIOR TO ATTACHING CONNECTTOMULL COVER I 4 uy I 1— Y }} W iG SEAL BEHIND FLANGE PRIOR v Z TO ATTACHING WINDOWW(SEEDETATL SEAL BEHIND FLANGE PRIOR 3 (SEE DETAIL B) P O TOATTACHIN INDOW N aHORIZONTAL MULL BAR SECTION !d " s FLANGE FRAME WINDOW (1) INDOWkORZONTAL MULL BAR SECTION �A YERTICAL/HORIZONTAI,MULL BAR SECTION w D� s FIN FRAME WINDOW UBOX FRAME WINDOW c y O APPLY SEALANT ALONG FULL z LENGTH OF MULLBAR GROOVE +N++++++rrrr PRIOR TO ATTACHING DRIP ��d��p!SDREWADAPTOR poop 0 "'W No SBY01 SL ► 1 SEAL BEHIND FLANGE tri'9•. STAT@ OF t�+ SEAL BEHIND FLANGE B PRIOR TO ATTACHING 0 PRIOR TO ATTACHING Q ti ttr WINDOW WINDOW 1 i �� s C OR LO}'�\���� (SEE DETAIL A) 2 (SEE DETAIL A) 2 r--- yrirs�ONA4Epaaa� DETAIL A �/na�'nm>I+� 91 n 7— 1 FM MUST BE REMOVED ( 4/27/2016 WHERE WINDOWS APPLY SEALANT ALONG FULL LUCAS A.TURNER,P.E. CONNECTTO MULL LENGTH OF MULLSAR GROOVE FL PE#58201 PRIOR TO ATTACHING FLANGE ADAPTOR 1239 dRBARA AVE. 1 NORTH PORT,FL 34288 u L PH.941-380-1574 6HEET DE3CRIP SECTION VIEWS B VERTICAL MULL BAR SECTION B VERTICAL MULL BAR SECTION MULLS s FLANGE FRAME WINDOW s FlN FRAME DOW o 0 DRAWN BY: D 3 DETAIL BADE 09/27/012 DWG r. .. CWS-837 A SCALE; SHEET 1:2 6 OF 10 1 e A 1900 SW 44TH AVE. I) C) 10 WW. WSCC 34474 CD CD ]I]fl I III I i IV,Pvc © —=,� SII Ifs, — C) J, I f I I=' f f MULL BAR IMPACT flit A—y - -t — SECTION VIEW A-A w m N TOP VIEW LL g FIN FRAME .r N a a 1 S i&2 4 z 1 SEE NOTES 1&2 ) 1 2 EAJGUPVSEE `�4��1VREtV tI { � ��� +<10REW ty 2 2 1 j ESEPARATEAPPROVAL FOR .. APPROPRVITE DP CHARTS) c 11/18"MAX EDGE DIST, ��:1 -MAX EDGE DIST. a,HOFZ MULLION CLIP t 9 STATE OF }(SEE NOTE tj DGEDIST.3(S'MULLBAR(H•1758) SEENOTEi AFPE ROFRWr DPSFOROTE 1 SEE NOTES 1&2 i A(1 EAJCLIP) SEE NOTE 4 18 m 13 SEE NOTE 4 4127/2D15 /C' 4^HORIZ.TO S"VERT.MULLBAR SECTION l� }gj 'f' J(Ey,�NbOW f Cd'FiOR]Z 704'VERT.MULL8AR SECTION 18 13 SEE NOTE 4 LUGA$R.7958201,P.E. �,. 7 FL PE a�56201 C 5"HORIZ TO 4"VERT.MULLBAR SECTION 1239 JABARA AVE. 7 NORTH PORT,FL 34286 PH.941-380-1574 NOTES: SHEET-DESCRIPTION: 1.SLIDE CLIP INTO LOCATION AND SECURE WITH ITEM 18,AS SHOWN A80VE. SECTION VIEWS 2 PRE-DRILLED HOLES(THRU HAtCUP$5117 OR 6118),BY THE INSTALLER, MULL INTERSECTIONS MAY Be LOCATED AS NEEDED WHILE MAINTAINING A MINIMUM CLIP EDGE DISTANCE DRAWN 6Y: : OF 9W AND A MINIMUM CENTER TO CENTER SPACING OF t12'. ADE 09/27/012 3,THE ABOVE SECTIONS APPLY TO ALL MULLBAR-TO-MULLSARCONNECTIONS, owdo.. REV,: REGARDLESS OF ORIENTATION(Lo.,HORIZONTAL OR VERTICAL).THE FULLLENGTH MULLMUST BE THE SAME DEPTH,OR GREATER,THAN THE INTERSECTING MULL. CV/S•S37 A 4.INTERIOR MULL ANCHOR ATTACHMENT SCREWTHRU VERTICAL MULL INTO MULL SCA . SHEET CLIP.PRE-DRILL PILOT HOLE THRU ALL MATERIAL 1:2 7 OF 10 NOTES: 1.THE MULL BAR IN FOCUS FOR ANY GIVEN TWIN TRIPLE TRANSOM OVER CONFIGURATION IS SHOWN IN BOLD. IIN TRANSOM OVER TRIPLE 2.AN INTERSECTED MULL BAR HAS OTHER MULL 1ARNDOW T S 7- VERTICAL MULLIONr VERTICAL MULLION VERTICAL MULLION VERTICAL MULLION BAR(S)ATTACHED TO IT(SHOWN IN DASHES) 1900 SW 44TH AVE. { I THROUGH THE USE OF MULL BAR CLIPS,AN OCALA,FLORIDA 34474 {I If INTERSECTED MULL PAR WILL ALWAYS BE WWW.CWS.CC ATTACHED TO THE SUBSTRATE AT BOTH ENDS. 3.NON-INTERSECTED MULL BARS CAN BE ATTACHED W z = TO THE SUBSTRATE AND OTHER MULL BARS. Q"PVC MULL BAR IMPACT L I I II 4+— OPENINGSIZE—+i -+i OPENING SIZE F�- F� OPENINGSIZE-1 OPENING SIZE w }m TWINITRIPLE HORIZONTAL MULLION TWIN TRIPLE TWIN/TRIPLE VERTICAL MULLION O HORIZONTAL MUWON HORIZONTAL MULLION HORIZONTAL MULLION tC T— a N I N � zW L OPENING SIZE ISINGLEI a y z I TWINon w J' ITRIPLEI �+ o Z —- — UNITS I o 7BELOWI Q Z I 0 I Ir--MULL LENGTH --�; t f^---MULL LENGTH —�I MULL LENGTH I- -J � � .fl—�OPENING SIZE MULL LENGTH" �prttmn+ej DREw 400-'.-'.cEti,gyp''o v NA 59201 NOTES: r�� STATE. OF ;w oft R O. Q\a r 1.AT MULLION LOCATION,ATTACH WINDOW UNIT(S)TO MULLBAR THRU FRAME AS SPECIFIED IN WINDOW UNIT APPROVAL DOCUMENTS.IF ALUMINUM ATTACHMENT IS NOT SPECIFIED IN THE WINDOW UNIT APPROVALi�NA,�� DOCUMENTS,FOLLOW THE ANCHOR SPACING AS INDICATED IN THE WINDOW APPROVAL FOR ATTACHMENTTO WOOD SUBSTRATE,USING A HEX WASHER HEAD TEK SCREW OF THE SAME SIZE{910 OR 912)AS THE ..,/ WOOD SCREW INDICATED 1N THE WINDOW APPROVAL TEK SCREWS SHALL BE LONG ENOUGH TO ENSURE THREE(3)THREADS OF PENETRATION BEYOND THE INSIDE WALL OF MULLBAR. f Z 2.MULL CLIP INSTALLATION ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, 4/27/2015 GS,SEE TABLE 1,SHEET 9. LUCAS A.TURNER,P.E. 3.ALL MULL CUP INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED FL PE#58201 WOOD MUST BE PROTECTED TO PREVENT REACTION. 1239 JABARA AVE. 4.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITHANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE NORTH PORT,FL 34288 PH.94"BG-1574 MINIMUM SPECIFIED IN TABLE],SHEET 9. ON: 5.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-1X BUCKS CONFIGURATIONS AND ARE OPTIONAL ANCHORAGE NOTES 6.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED AS INDICATED BY THE PRE-DRILLED HOLES AS SHOWN IN THE CUP LAYOUTS ON SHEETS 43. UFWWN BY UAW! 7.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. ADE 09/27/012 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 9. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED, DWG P. V.: 8.SEALINd AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOW TNG THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: CWS-837 A FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMAANDMA 300(EXTERIOR DOORS) LE. SHEET 1:1 8 OF 10 INSTALL ANCHORS THRU ANY THREE OF THE FIVE HOLES SHOWN ON EACH SIDE OF MULL BAR. WINDOW SYSTEMS 1900SW44THAVE. OCALA,FLORIDA 34474 WWw.CWS.Cc IV,PVC IM a MULL BAR TOP VIEW IMPACT MULL CLIP 1767-002 ANCHOR REQUIREMENT RETRO FIT MULL MR CUP 'V ANGLE MULL MR CLIP TWO REaD PER EACH END OF MULL v S.: I ul m MUILL BAR r to MULL MR INSTALLATION ANCHOR f5 6, CL IN UATIONANCHOR SEE TABLE 1 0 IL SEE TABLE 1 in cc —ADD SMUCTURALELEMENTS ADD STRUCTURAL ELEMENTS c SEALANT ALONG L- AS REQ'OTO MAKE LEVEL FOR SEALANT ALONG ";4, L AS REQ`D TO MAKE LEVEL FOR OUTSIDE EXPOSED MULLEAR OUTSIDE EXPOSED MULLBAR It I I EDGE BY INSTALLER EDGE BY INSTALLER PERIMETER SEALANT -11 BY INSTALLER PERIMETER SEALANWT MIN,EMBEDMENT EMBEDMENT BYINALLER INSIDE AND OUT SEP TABLE INSDEAN D OUT SEE TABLE I 0.0 i$DREtv ',O!o, SUBSTRATE BY OTHERS SSUBSTRATEEE TABLE 1 BY OTHERS g; SEE TABLE I �*�: No 56201 —MIN.EDGE DIRT. MIN.EDGE DIST. SEE TABLE I SEE TABLE Irt)-'\ VERTICAL SECTION /E"\ VERTICALSECTION Z0 STATE OF U' VTYPICAL FLANGE{RETRO FANCHORAGE VTy & GE(RETRO ANCHORAGE Z HEAD AND JAMBS SIMILAR FOR RANGE INSTALLATION 4IAMBS FLANGE INSTALLATION i$ 40 RNA 01M. "Itswillso A,17 412712015 NOTES: LUCAS A.TURNER,P.E. TABLE 11;APPROVED MULL CUP INSTALLATION FASTENERS I.BOX FRAME MULL INSTALLATION SIMILAR TO FLANGE FRAME. FL PE#56201 SUBST —MIK EM jffj"qq@6mcrr 1239 JABARA AVE. RETE(20 KSI MIN) JUCHOR TYPE ==A), Z SILL STOOL MUST BE FLUSH AGAINST INSIDE OF MULLED WINDOWS NORTH PORT,FL 34288 9116'rrWTAPCON IT AFTER INSTALLATION. PH.941-380-1574 -i. -60ITFUMUR—IPTIOIT 3.RECESS RETRO MULLION CLIP SW MAX FOR CLEARANCE OF WINDOW HOLLOW or GROUPFILLIED CMU(ASTM C-90)or 1/4-ELCO ULTRACON 1-114, 2-11Z UNIT AS NEEDED. INSTALLATION DETAILS 1797 CUP INTIO SOLID CONCRETE(2-85 KSI MIN.) FLANGE - 3/16-FIW 1APOON 1-31W 7/8' 4,FOUR(4)ANCHORS REQUIRED PER-r MULL CLIP,SEE SHEETS 2-3 ZXMIN.SOUTHERN PINE IC-0.55) OR ELOO,ULTRACON THREE(3)ANCHORS REQUIRED PER V MULL CLIP,SEE SHEETS 2-3. DRAWN BY! DATE: 2XMK SOUTHERN PINE(0-0.55) 1110 WOOD SCREW 1.w 7/8' S.SEAT MULLION TIGHT TO MULL CLIP, ADE— 09/27JO12 16 GAUGE(O OW)MIN.STEEL STUD tno-ISHILnKWK-FLFXORrTW FULL THREAD 711 Dw e: REV,: (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU0.657 6.FOR ANCHORAGE DETAILS FOR THE WINDOW,REFER TO THE WINDOW CW"37 A lisr ALUM.(806I-75 MIN.)OR #10 GRADE 5 SELF-TAPPM I FULLTHREAD 7/19' SPECIFIC INSTALLATION DETAILS. SHEET 118'STEEL(33 KSI MK) DRILLING SCREW THRU0.1w 1 9 OF 10 1900 SW 44TH AVE. OCALA,FLORIDA 34474 WWW-CWS.CC 4"PVC MULL BAR IMPACT "V ANGLE MULL BAR CLIP TWO RECM PER EACH END OF NULL REPRO FIT MULL BAR CLIP MULL BAR MULL BAR U) INSTALLATION ANCHOR Ij= INSTALLATION ANCHOR SEE TABLE 1,BHT 9 TABLE l,SHL 9 SEALANT——— SEALANT ALONGE oLrrsl[)E Er?6S& OUTSIDE EXPOSED EDGE BY INSTALLER EDGE BY INSTALLER =05 cl MIN.EMBEDMENT EXTERIORFINISH • MIN.EMBEDMENT EXTERIOR FINISH BY OTHERSSEETABLE 1,SHT 9 SEE TABLE 1,BHT 9 PEIF41M BYOTHERS tr7l I I<Icz' PERIMETER SEALANT BY I By INSTALLER 01111%liffit'r, NBC AND INSIDE AND OUP qN, alDREtv Ar, -.% SUBSTR YOTHERS—. SUBSTRATE BY OTHERS— SEE TABLE 1,BHT 9 SEE T 1 9 A ///rZ * '-�MIN.EDGE DIST, —MIN.EDGE DIST. /—F'\ VERTICAL SECTION SEE TABLE 1,SHT 9 /-G-"\ VERTICAL SECTION SEE TABLE 1,SHT 9 QO: TYPICAL FIN rV ANGLE)ANCHORAGE \,10 TYPICAL FIN ANCHORAGE HEAD AND JAM133 SIMILAR FOR FIN INSTALLATION HEAD AND JAMBS SIMpARPDA FIN INSTALLATION 07- 4127/2015 NOTES: LUCAS A.TURNER,P.E. 1.BILL STOOL MUST BE FLUSH AGAINST INSIDE OF MULLED WINDOWS FLPE#582011 AFTER INSTALLATION. 1239 JABARA AVE. NORTH PORT,FL 34298 z RECESS RETRO MULLION CUP 3/8'MAX FOR CLEARANCE OF WINDOW PH.941-380-1574 UNITAS NEEDED. SI-IFETIDESV91PTIOM. 3.FOUR(4)ANCHORS REQUIRED PER-r MULL CLIP,SEE SHEETS 2-3. INSTALLATION DETAILS THREE(3)ANCHORS REQUIRED PER'L"MULL CUP,SEE SHEETS 2-3. FIN 4.SEAT MULLION TIGHT TO MULL CUP. RA WN BY., TATE;- 09127/ 5:FOR ANCHORAGE DETAILS FOR THE WINDOW,REFER TO THE WINDOWADE UWG_$. -rIFV:'.-- 012 — SPECIFIC INSTALLATION DETAILS. CWS-837 A SCALS. SHEET 1:2 10 OF 14 Florida Building Code Online Pagel of 2 h, Flowa llgz d MIS Home I Lop In User Registration i Hot Top16 y SLibna t surcharge I stats&Facts II roc sL3i I cas sm ra3r I unt5 I swra j Busines �� Professial Product Approval USER:Public User Regulation Product Acoroval Menu>Pmdud or Aoollmtlpn Searrh>Apnlimtlan Ltst>Application Dotall e FL# FL11103-R2 �-p Application Type Revision Code Version 2014 Application Status Approved Comments Archived ❑ 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*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 ]ay Lathrop Address/Phone/Emall 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 jlathrop@cws.cc Category Extertor Doors Subcategory Sllding Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or:ti'Licensed Florida Professional Engineer EZ 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 Fd Validation Checklist-Hardcopy Received Certificate of Independence FL11103 R2 COI EyalReo CWS-2986(SGD-8900 IMP)odf Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440-05 2005 ASTM E1300-04 2004 ASTM E1886-02 2002 ASTM E1996-02 2002 TAS 201/202/203 1994 Equivalence of Product Standards Certified By http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgttaGsIp3GvutO... 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 FDC Approval 04/25/2015 Date Approved 06/23/2015 Summary of Products FL# Model,Number or Name Description 11103.1 SGD-8900 PVC Sliding Glass Door. SGD-8900 PVC Sliding Glass Door. Limits of use Installation Instructions Approved for use In HVHZ:Yes FL11103 R2 I1 CWS-298B fSGD-8900.IMPl.odf Approved for use outside HVHZ:Yes Verified By:Lucas A.Turner 58201 Impact ReNstanD Yes Created by Independent Third Party:Yes Design Pressure:+60/-60 Evaluation Reports Other:Large Missile,DP- +/-60 psf,Max.panel size 4'x EL11103 RZ AE DuPont SGP NOA 11-0624 02.odf 8'.Config.Include OXXO,OXO,OX,XO.Glass compiles to FL11103 R2 AE EvalReo CWS-2988(SGD-8900.IMP)odf ASTM E1300-04. FL11103 R2 AE Quanex(Mikron)NOA 12-1017 02.odf Created by Independent Third Party:Yes Back Npt Contact Us:;1W North Monroe Street,Tallahassee FIL 32399 Phone:B50-487-1924 The Stabs of Florida is an ANEEO employer.Cnovrfoht 2007-2019 State of Florida.::p ::S=sslbnity Statamam::82 Wnd Shbmen*_ Under.Florlda law,email addresses are public records.If you do not want your e-mail address released In response to a publk-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have Any questions,please contact B50.467.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,Ikensees licensed under Chapter455,F.S.must provide the Department with an mall address If they have one.The emalct 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 emall address which can be made available to the public To determine If you am a Sccnue under Chapter 455,F.S.,plasse cikk here. product Approval Aocepte: W securit http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgttaGslp3GvutO... 6/24/2015 URNER1239 Jabara Ave. North Port,FL 34288 ENGINEERING& Ph. 941-380-1574 TCONSULTING,INC. FBPE C.O.A.#29779 Evaluation Report 298B April 18,2015 Product Description: Series 8900 PVC Sliding Glass Door,LM Impact,4'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 5t`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-298B,signed and sealed by Lucas A. Turner,P.E. 3) Test Reports NCTL-210-3506-1 and-lA,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 4) Supplemental Cales. to support CWS-298B,signed and sealed by Lucas A. Turner,P.E. Installation: Units must be installed according to approval document CWS-298B. Limitations of Use: This product: • May be used in up to 48 7/8"x 93 1/2"panel sizes(96"max. door height), with glass types and max. glass daylight sizes as shown in CWS-298B • Achieves design pressures of+/-60 psf • Is Large Missile Impact Resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires Dupont SentryGlas (SGP)Interlayer per Miami-Dade NOA#11-0624.021 • Requires Quanex(Mikron)white rigid PVC extrusions per 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 5'h 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. "llis+vi l.t! ..........�!�i��. No 58201 4/18/2015 Lucas A. Turner,P.E. 0 . STAB OF: �►� FL PE#58201 P, 2015-04-20 12.28-04:00 GENERAL,N07ES- SLIDING GLASS DOOR - IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO yyl� COMPLY WITH THE FLORIDA BUILDING CODE(FISC),CURRENT EDITION AND IISS�� IS RATED FOR IMPACT USE IN WIND ZONE 4 AND HIGH VELOCITY 1900 S 1900 S FLORIDAW 44TH AVE. E. HURRICANE ZONE(HVHZ)AREAS AS DEFINED IN ASTM E 1996 PER THE FBC. 34474 191 116• W W W.CWS.CC 48 71W MAX UNITW IDTH 2.GLAZING DETAIL(SEE SHEET 2) PNELWIDTH A 3.APPROVED CONFIGURATIONS:'OXXO-,'OXO-.'XO','OX' &9w PVC 4.DESIGN PRESSURES: SLIDING GLASS 41314 -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS DOOR IMPACT- GDLO -1 TABLES ASTM E-1300.04. MAX -POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE,WATER UNIT INFILTRATION TEST PRESSURE,AND GLASS TABLES ASTM E-1300-04. N HEIGHT O X X ® 8.ANCHORAGE:THE 331I3WA MESS INCREASE HAS NOT BEEN USED IN THE 9MAX3112 B GLS B DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR INSTALLATION DETAIL p PANEL OLO WIND LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR Y HEIGHT a p e CALCULATIONS. w m 1 A 6 6.PRODUCTS APPROVED FOR IMPACT RESISTANCE.SHUTTERS ARE NOT y c REQUIRED. Z 6 um O 7.ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER.VENTS FULLY s 52 A WELDED. w Z W> A cc � O DC 6 8.SERIES I MODEL DESIGNATION:SGD-8900. a a a 96" 9.THE DESIGNATION XAND O STAND FOR THE FOLLOWING: ~ v 14513116" MAX UNIT WIDTH X-OPERABLE SASH,O-FIXEID SASH. Qo o �+ MAX UNIT W 6JTH a a O x6718 48718- MAX 10.SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS. MAX PNELWIDTH CPANEL NELWIDTH m ¢ Z _ 1.l7(TERNALWEEP SLOT.1/4 x 1'LOCATED A•FROM BOTH FJVDS. r�� DRE41314' 41 314' �N�y A1,�..•••• .T�GLASS GSS DLOe • �DLO __ NO $8201 „ MAXHE GHT LUCKS A. ,,;93112” 8638'Q � X Q 2015-0420 Lp STATE OF -10Tumer -D DPANEL oLO� O X E12:30-04:00HEIGHT LLNS� a +,,•��INiinI L zZ C�P'C' 4/3/2015 LUCAS A.TURNER,P.E. FL PE N 58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRI GENERAL NOTES AND TABLE OF CONTENTS MAX- PANEL DESIGN PRESSURE ELEVATIONS (Zl(;IG. MAX. UNIT SIZE SIZE RATING IMPACT RA71NG DRAWN B DA7E GENERAL NOTES&ELEVATIONS----._.- SF_CTIONVIEWSOXXO&GLAZINGDETAIL� 96"x 96" +/-60 PSF LARGE MISSILE IMPACT ADE o6/o3/D6 SECTION VIEWS OXO&XO----.....__.,.....3EXTRUSIONS&B.OJ1L_ ._ _...__.-_ 4 145-13/16"x 96" 48-7/8"x 93-1/2" +/-60 PSF LARGE MISSILE IMPACT CWS-298ANCHO( RATION D,ZaLaSW:::=_:=-sO 191-1/8"x 96" +/-60 PSF LARGE MISSILE IMPACT ' SHEET 1:33.33 1 OF 6 i PARTS UST 81y1g. FRAME CONSTRUCTION ITEM PART NO DE4p11PTI0N VENDOR MATFJBAL 1 S-W4FRAME, AIN, D --PVC- 1619" MIKRON I' ® 2 5.50400 THRESHOLD/FILLER, SOD MIKRON PVC O 1 3 S-1722 SUPPORT BLOCK,FDF-D,SGD KEYMAR ALUM 1900 SW 44TH AYE. 4 H-6059 PANELTOPlBOTTOM RAIL, SGD MIKRON PVC 1 718" 211/16" OCALA.FLORIDA 34474 5 H-6059 PANEL SIDE 6 H-6033 PANEL,INTERLOCK,S FIXED MACRON PVC L rff1=1=®Q t/e• „9° WWW.CWS.CC 7 H-6060 PANEL,INTERLOCK,OPERABLE MACRON PVC PVC OUTER FRAME-8042 REINF.-1993 8 H-6081 INTERLOCK,SNAP-CN MACRO PVC 8900 PVC 9 H-6043 ASTRAGAL,SGD, PVC SLIDING GLASS 10 P-3142 ROLLER,TANDEM SULLIVAN STEEL -1 71FRAME CORNERS 11 P3342 SEAM SEALER, -5504 SCHNEE ,7/e°�I ,7/g SCREWED 1:10 TOGETHER DOOR-IMPACT 12 P-=9 SET.BLOCK,85 OUR.1/8"X7/&'XT FRANK LOWS RUBBER 7f 13 P3438 SIKAF 552 OR PURFECT GLAZE CAI ^W SDHENKEL 4 --,@) M VENT CONSTRUCTION a 14 P3429 W STP.,0.270 X.187,BACK FiNSEAL TRAFAB 7 5 fi a 6j 15 P�539 SB X 3/4'QUAD PHILIPS,TEK FASTENAL ZINC 16 P-3557 1910 x 2,HEXHEAD,TEK FASTENAL ZINC 39/18 3911V 39/16^ o O 17 P-3752 ICAP PLUG,112"HOLE M&M NYLON119" 18 P-3787 1#10 X 1"HEX WASHER HEAD,TE FASTENAL ZINC w 10 P-3789 LOCK&HANDLE KIT,PVC,SGD AMES13URY STEL 1J9° 20 P-3792 314"KEEPER AMESBURY SS 1fg' \ v Z 21 P-3793 MORTISE=LOCK HS&D 58 22 X11136 #10 x 2 PAN HEAD PHIL,SMS FASTENAL STEL o PVC PNL INTERLOCK-SO60 PVC PNL LOCKSTILE-6059 PVC PNL INTERLOCK-6033 N R z > 23 5.1775 REINFORCEMENT,ALUM.,PANEL KEYMARK ALUM VENTS FULLY WELDED ¢ 0 Ccw 24 H-1993 REINFORCEMENT,ALLAN.,PANEL KEYMARK ALUM 1:10 a E 25 P-4295 FIXED PANEL CLIP KEYMARK ALUM 26 S-1597 COVER,FI*D PANEL CUP KEYMARK I ALLAN 27 S-1930 PANEL TRACK, MINUM,SCO,SILL KEYMA ALUM 11 2^ �2 V16° 11116v" I ¢� CR al 28 S-1726 REINFORCEMENT.ASTRAGAL,SGD KEYMARK ALUM T �{ 29 S-1737 HKiFWISE 50.1,ALUMINUM KEYMARK ALUM e Tr 30 S-6037 GLAZIN BEAD 1.00",SGD MIKRON PVC 32 56048 5 PPORTWELD,SGD MKRON PVC93n6° 1116 31n6 2518 118/1G 213n6^ ��0��5GENWORE�'TG���L 33 GLASS EE SHEET P No S , (S v18 .G;••� F•;� 34 H•6044 SCREEN CHANNEL MIKRON VC v8° tn8' 1/9° J' 58201 ;.1 35 5.6046 SCREEENADAPTOR MIK N PVC 2*- 35 SQL 35 P-4278 WSTP.,0.2^X 1.25^DUST PLUG ULTRAFAB g%pi 2 37 S-1764 SILL THRESHOLD COVER 900 KEYMARK ALUM Z-P% STATE OF a&J 99 P4366 WSTP.,I-0.X 7.'•x ox O.18T BACK FING L�FAB PVC INTERLOCK SNAP-6081 FIXED PNL CLIP-4295 RXED PNL COVER-1597 REINF.-1775 HIGHRISE-1737 0.��,�s O p l0* �� 40 P-417D WEEP HOLE COVE SUM AN PVC 211/16 2119` 314" 2"— q�iBjONA�Eear`� Ir— 1118" ��tetttrrrn«` T--I —O� I I I I L v16° j_ 13/4^ 4/3/2015 31a^ Ins ROLLER TRACK-1930 tne• ——— LUCAS A.TURNER,P.E. 9 _—— SILL THRESH COVER-1764 FL PE II 58201 PVC SCREEN ADAPTOR-6045 1239 UABARA AVE. PVC WELD SUPPORT-6046 NORTH PORT,FL 34288 718° 121116'— PH.941-380-1574 5 1nG*�C 3 (�� 4319° 23118' suEE D1n 3 D X18, BOM AND EXTRUSIONS fns• 1n G' 1118° DRAW oATE: ]I— vte• in6• ADE 06/03/08 PVC SCREEN CHANNEL-8044 PVC TRACK FILLER-6040 FIXED PNL SUPPORT-1722 L— PVC SCREEN TRACK-8041 Two r. .. PVC GLAZMG BEAD-8037 CWS-298 B PVC ASTRAGAL-6043 REINF.-1726 NOTE:ALL EXTRUSIONS ARE ALUMINUM 6083-T6 UNLESS OTHERWISE SPECIFIED. SCALESHEET 1:2 40F8 rC 6"(TYP) Wl� 6"MAX —Jr MAX O.C. 1 a(TVP) 1 1 BOO SW 44TH AVE. (TY� r— f►YP1 OCALA,FLORIDA 344174 WWW.CWS.CC a'MAX ' 8900 PVC ITS ie°MAX,D.C. i SLIDING GLASS MP) ( DOOR-IMPACT I 41 N_ N G�5 ID O r�r I yG W m 2 U 0 V) 0 n cl i { In ml < 1 tt{tNDREttl7�►)otT ���t"PW L�L *4� l 8F�•�Zr�r j (: 1 �-�r: Na 58201 �•:� ANCHOR LAYOUT * 'f't NOTES: 9� STATE OF 1.INSTALL TWO ANCHORS AT EACH LOCATION, SILLANCHOR SPACING SAME AS HEAD. ��R ti.�OR 2.SHIM AS RSCFD AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1/4', USE SHIMS WHERE SPACE GREATER THAN 1118"IS PRESENT.LOAD BEARING SHIMS 614ALl 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 6. 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 BE LUCAS A,TURNER,P.E. PROTECTED TO PREVENT REACTION. FL PE#58201 JABAR8.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES W ITH STRENGTHS LESS THAN THE MINIMUM 1239 NORTH PORT,PORT, AVE. FL 34288 SPECIFIED IN TABLE 1,SHEET 6. PH.941-380-1574 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE. INSTALLATIONS SHMT DESCRIPT : TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE JX WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF IX BUCKS ANCHOR SCHEDULE AND BETWEEN THE PRODUCT AND SUBSTRATE. MOTES 7,A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:2'FOR MASONRY,1'FOR WOOD AND METAL DATE: 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. ADE 06/03/08 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE 1,SHEET 6, CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. r. REV.: 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: CWS-298 6 FMA/AAMA 100(FIN WINDOWS),FMAIAAMA 200(FLANGE WINDOWS),FMAANDMA 250(80)(WINDOWS),FMA/AAMAWDMA 300MXTEFUOA DOORS). SCA4a SHEET 1:20 5 OF 8 TYPICAL HEAD ANCHORAGE 27l16"MIN. MIN.EDGE DIST. 1/4°MAXHIM SEE VWNOCW g��V'(l/1 TABLE 1 11�J INTERl R MIN.EMBEDMENT 1800 SW 44TH AVE F SEE TABLE 1 OCALA,FLORIDA 34474 WWW.CWS.CC SUBSTRATE BY OTHERS MM.EMBEDMENT SEE TABLE 1 SEE TABLE 1 89w PVC F-10SLIDING GLA' PERIMETER SEALANT Q 114"MAX SHIM DOOR-IMP ;,.11" INAE AND O INSIDE AND OUT 27/16'MIN. aF INSTALLATION ANCHOR INTERIOR ' o¢ SEE TABLE 1 .t MM.EDGE DIST. } SEALANT BETWEEN SEE TABLE 1 m BILL RISER AND FRAME U O BY INSTALLER m PERIMETER SEALANT BY INSTALLER a � PERIMETER SEALANT INSIDE AND OUT R $ z BY INSTALLER 0 SUBSTRATE BY OTHERS O Q INSIDE AND OUT SEE TABLEI F- p a WEEP HOLES fl B HORIZONTAL SECTION S MIN.EE EMBEDMENT L�6 J TYPICAL JAMB ANCHORAGE o g W SUBSTRATE BYOTHERs C3 SEE TABLE 1 INSTALLATION ANCHOR m ¢ Z SEE TABLE 1 TWO ANCHORS PER d1fln�Mr� H AD BY INSTALLERfl 2 7/16' CLIP THROUGH SEE TABLE 1 ST. PRE DRII ED HOLES (�VERTICALSEC710N 1/4'MAX.SHIM `�3? No 582 1••S'yX1% 6 TYPICAL SILL ANCHORAGE FOXED PANEL MIN.EMBEDMENT 2*. SEE TABLE 1 �� 6TATE OP Fw+ TABLE 1:APPROVED INSTALLATION FASTENERS FREDPANEL `�4O��Ps.,<•p R�O,�sQ\'�� SUBSTRATE E DIST. 12 EDGE DIST, yi S! �•_`�� ;RETE(2.0 KSI MIN.) 3/18'RW TAPCON 1° 3' BEE TABLE 1 Y� CO 1• /- HOLLOW OR GROUP FS1ED CMU(117 PCF MIN.) 3/16'TTW TAPCON 1' 3' 17 7/6• ❑ 4/3/2015 HOLLOW OR GROUT-FILED CMU(ASTM C-90) 3/16'ELCO ULTRACON 1-114' 2-1/T MAX O.C. LUCAS A.TURNER,P.E. 2X MIN.SOUTHERN PINE(00.55) 3/16'ITW TAPOON FL PE 4 58201 2XMW.SOUTHERN PINE(X=0.55) 1110 WOOD SCREW 1239 JABARA AVE. 16 GAUGE(0.060")MW,STEEL STUD *I C-16 HLn KWIK-FLEX OR ITW FULL THREAD7/18' FIXED PANEL CLIP _ NORTH PORT,FL 34288 CLIP ANCHORS MUST PH.941-380-1574 (33 KSI YIELD MIN) TEKS SELF-DRIWNG SCREW THRU 0,060' BE LOCATED A MINIMI&!! o SHEET DESCRIPTION: 118"ALUM-(6063-15 MIN.)OR 810 GRADE 5 SELF TAPPING/ FULL THREAD DISTANCE OF 3"AWAY 118"STEEL(33 KSI MIN.) DRILLWG SCREW THRU 0.125" 7/16' FROM ANY MAIN FRAME GENERAL NOTES AND FDED PANEL CLIP ANCHORS INTO: ANCHOR. ELEVATIONS CONCRETE(20 KSI MIN.)OR 3116'RW TAPCON 1" 3" INSTALLATION DRAWN BY: PATE: HOLLOW OR GROUT-FILLED CMU 117 POF MN.) ANCHOR"P) FIXED PANEL CLIP ANCHORS >C1 HDRIZONTALSECTION ADE 06/03108 FIXED PANEL CLIP DETAIL 6 FIXED PANEL ANCHORAGE owea: -v.: CONCRETE(285 KSI MIN,)OR 3116'ELM ULTRACON 1-1/4° 2-1/Z" CWS-298 B HOLLOW OR GROUT-FILLED CMU ASTM G80 SHEET NOTE:FIXED PANEL CLIP ABHORS INTO WOOD OR METAL SHALL FOLLOW THE ANCHOR TYPE,MIN.EMBEDMENT AND MIN,EDGE DISTANCE.LISTED IN TABLE 1. 1:2.67 BOF 6